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HomeMy WebLinkAbout0285 PRINCE HINCKLEY ROAD - Health WF285Prince Hinckley Road Centerville ~ A= 171-119 ,, TOWN OF BARNSTABLE LOCATION PnAlt Hock 1,cie SEWAGE# 07607 VILLAGE ASSESSOR'S MAP&PARCEL %•71- J)! INSTALLER'S NAME&PHONE NO; SEPTIC TANK CAPACITY J app LEACHING FACILITY:(type) e9l� iQ!�e t e A, (size) NO.OF BEDROOMS 3 OWNER 6r,y PERMIT DATE: 7/a3/o7 COMPLIANCE DATE:. 71,90 Ib 7 ` a 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) feet Edge of Wetland and L•.,aching Facility(if any wetlands exist within 300 feet of leaching facility). 1 feet FURNISHED BY '0esq, P4,�, d-Jed 71i jD? -,h _F1 s �b ff-F LOJ =Opl s � J 3 ee Ren' No. �;/tiz.�'� '���•� t ' Fee 10 THE COMMONWEALTH OF MASSACH�II IS..,,.E.TTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTAc3.!!1c;',,MASSACHUSETTS Yes Application for !Digpo5a1 *V.tem Con.5tructiou hermit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) [].Complete Systems p❑Individual Components Loc do dd,ess or, t No. � �`kp 1' Owner's Name,Address,and Tel.No.5&_ -9 J a vS `� ��. �; James G i Assessor's Map/Parcel 1-7 / 1� —7 �� �h`^/ n 1�,'�`�> � �L'1� Installer's Nam ddress,and Tel.Nog b` � ��b ` 1� l _ � esigner's Name,Address and Tel.No.JU C i-13 i�' t� cC�e ��, �i Type of Building: Dwelling No. of Bedrooms .3 Lot Size sq.ft. Garbage Grinder (00 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of.Septic Tank Type of S.A.S. Description of Soil J Nature of IF rs or Alterations(Answer hen applicable) (\S ( nest `l' s� So 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 Hea ned Date •B Application Approved Date /&z3 R' Application Disapproved by: Date for the following reasons Permit No. '^ z4 Date Issued d t No. - �a #• Fee '� r TIE COMMONWEALTH OF MASSACH ET�TS Entered in computer: Y PUBLIC HEALTH DIVISION - TOWN OF BARNSTAOASSACHUSETTS Yes Application for �Di5p0al *p5tem Cow5truction Vermit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location,Address or Lot No. � Owner's Name,Address, .No.5p8-y� -5� tS" "N Assessor's Map/Parcel 1-7 Z5 PC-I q(� j�,�tC�� � �t ,(e_ t , Installer' Name,Address,and Tel.No. Designer's Name,Address and Tel.No.50S'3(0408giq SMX 1Q9 . C Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder (00 / Other Type of Building No.of Persons Showers(f ) Cafeteria(. ) Other Fixtures Design Flow;(ni.in.required) gpd Design flow provided gpd u Plan Date Number of sheets Revision Date k Title Size of.Septic Tank Type of S.A.S. Description of Soil Nature of epairs or Alterations(Answer when applicable) (�SQ trPrJ -# 1: C 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. td. Signed-1 Dates Applicatig,?Approved by \ 1 ,,r..._ ❑ 4 y Date -7 /A- g` Application'Disapproved by: Date for the following reasons Permit No. 30:7 Date Issued --- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Gff (Certificate of (Compliance t� THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired � ) Upgraded LL ( ) Abandoned( '. )by m ���1�1 � �r �j�Ji✓T\ P c"1 CfS� 4j n[,� 'Q kA e-CD14A Ckn ,-�, Q)'IbLtbeen constructed in accordance with the provisions of Titlej5 apd the for Dispo�al/System Construction Permit No. �"�' 71 y7 dateed�/ 43,$ Installer A111 /�/�A � Designer _� V� t_ 11/( t t #bedrooms �— Approved design,flow dtt f: N The issuance h�is eimit shall not be construed as a guarantee that the system wtd function]as designed. / r Date ��( �J InspectorI _��_ ������ �..��.,��.���,e.r..:a.ow.T„y�.a® ��.:.r�.�rw•a.T�ic--rr r.__� _..a _.—�.� _�ra�__.._ _ — .. No.c4`^'O '- 3 e 7 Feet, 100 — THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS GR,'-v Th5po5al 6pgtem (Cott.5tructiott permit Permission is hereby granted o Construct ( ) Repair (x ) Upgrade ( ) Abandon ( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special I conditions. Provided: Construction Ttst.be co= let Within three years oft e date of this1pit, Date - Approved by own of Barnstable cfIM ti Regulatory.Services Thomas F.Geiler;Director • snarMABM .� . Public-Health Division �i01E0 MA'S a` _ . Thomas McKean,Director 260 wain Street;Hyannis,MA 02601 Office: 508-862-4644'. Fax: 508-790-6304 Installer&:Designer Certification Form -_ Dated Sewage Permit#: tr? Assessors Map\Parcel ,� C . y Designer: 'C�— e _Installer: 4v1 y�"�r\CU �C-- Address: ti .� 1.� Address: Qrr�S �g� LO vas issued a permit.to install a (date) (installer) septic system at nC based-on a design drawn by address)- r' ; - c�C� dated (designer) e I certify that the septic system referenced above was installed substantially according to the.design, which may inchtde.mmor.approved changes--such:as-lateral.relocation.of the: . distribution box and/or:septic tank:: - I certify that the septic.system referenced above was installed with-major changes (i.e: greater than.l_0 lateral'relocation of the SAS or any vertical relocation of any component. of the'septic )birt in accordance with State&I:Deal`Regulations. 'Plan revision or certified.as-b ' t by designer to follow. "OF C 3 o`er DAVID yG� o D. Zee& COUG OWR 90 A H N (Installer's Signature). _ No. 4093 rSTE c SA NI AR�P� ' Si Signature)(Designers- � ) . . ::..:. : (Affix.Designer's Stamp.Here) PLEASE RETURN: TO :BARNSTABLE.::.PUBLIC: HEALTH=:DIVISION:- :CERTIFICATE OF COMPLIANCE WILL NOT.BE. ISSUED-.UNTIL BOTH THLS FORM AND=AS-BUILT CARD ARE. RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.- Q:Health/Septic/Designer Certification Form 3-2&- :doe-_ i TOWN OF BARNSTABLE LOCATION n R14il l�iatLelex SEWAGE# VILLAGE /!✓t.kai ASSESSOR'S MAP&PARCEL /7i•- J14 INSTALLER'S NAME&PHONE NO. 27�7 , SEPTIC TANK CAPACITY j LEACHING FACILITY: (type) Fy),,,, ,t j/f (size) 2y X j,)S X NO. OF BEDROOMS 3 OWNER (ram j PERMIT DATE: 7l2 3 off' 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) feet Edge of Wetland and L-aching Facility(if any wetlands exist j within 300 feet of leaching facility). feet FURNISHED BY Q�AlL Orc 1-(0�'S� r ( `A TA�a .4-9! 26 � 32" i o T041 - q 3' 9y 3.3 .5A "3 y= t Town of Barnstable P# Department of Regulatory Services , az,►a� : Public Health Division Date � 200 Main Street,Hyannis MA 02601 i Date Scheduled ~ -- -N60/c?� Time Fee Pd. i Soil Suitability Assessment for Sewage Das osal o O ) J Performed By: Witnessed By: '1 I �C I LOCATION& GENERAL INFORMATION Location Address 9.65 t ` r, �r t 1.n(jP //�I��Q r�.c� Owner's Name 0 �� Address 2gs Arl►�6(`' A l t,' 10Y N ) / cewke r v I, l I e Assessor's Map/Parcel: �,71 / j °f Engineer's Name 1 ci V°4 ( vff"y to H,0-r' NEW CONSTRUCTION REPAIR Telephone# >d 1 2v 004- Land Use �7 �t�l? r/1a Slopes(%) Surface Stones Distances from: Open Water Body I U D } ft Possible Wet Area `4 ft Drinking Water Well Iot� ft Drainage Way ✓6 ¢ ft Property Line 10 t ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) F- TP-2 Z W m I TP-1 W J I , m/ / \�— -- j< ~ W c- . tti W JZO N ED 0 tY 0,ft N N ! W<O m + �❑ f_MU m3 4 W zOZ W �3 \ / 'mm z �- 1' 03W J Q Z: O �� �m/mac F- .Ooz 0-1 O WO �- 2 3 DZr �3 zzF-F ❑ CD < X __totoi z ZOW UWZOODD 0❑ �C oo zOowwOO; \��\ .N2tr<�, J : � .X(— M•C� WmCO ,, Parent material(geologic) `© f ©V S�1 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face _N )> Estimated Seasonal High Groundwater See -v DETERMINATION FOR SEASONAL HIGH WATER TABLi ^••' cc Method Used: W Depth Observed standing in obs.hole: :--In. Depth to loll mottles: C4n. Depth to weeping from side of obs.hole: in, Groundwater Adjust meflt ft. Index Well# Reading Date: Index Well level v..a Adj,factor _ Adj.0roufldwuter Leval PERCOLATION TEST Dgte E o T n,e)� M Observation p Hole# 1 Time at V Depth of Perc f 'h Time at 6" '4Z Start Pre-soak Time @ ` Time(9"-6") + End Pre-soak Rate Min./Inch �� y' Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) t`I 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:ISEPTICIPERCFORM.DOC S 0 �� T 0 DATE OF TEST: DAVI 20. 2008 I APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. #461 WITNESSED BY: DONNA MIORANDI. HEALTH DEPT. 1 PERC NUMBER: 12251NO f TEST PIT 1 PAARENTUNDWATE MAATERIA EPROGLAC AL OUTWASH PERC AT 62 to - 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 53.20 0-5 O LOAMY SAND 10 YR 3/2 NONE FRIABLE 5-9 A LOAMY SAND 10 YR 4/6 NONE FRIABLE 9-32 B LOAMY SAND 10 YR 5/4 NONE FRIABLE ' 50.53 32-108 Cl LOAMY MEDIUM SAND 10 YR 6/4 NONE FRIABLE 1OB-132 C2 MEDUIM SAND 10 YR 6/3 NONE LOOSE 42.20 _ I NO GROUNDWATER ENCOUNTERED TEST PIT PARENT MATERIAL: PROGLACIAL OUTWASH 2 MIN/INCH IN C SOILS I ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 53.25 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 0-6 O LOAMY SAND 10 YR 3/2 NONE FRIABLE I 6-10 A LOAMY SAND 10 YR 4/6 NONE FRIABLE 10-36 B LOAMY SAND 10 YR 5/4 NONE FRIABLE 50.25 36-100 C1 LOAMY MEDIUM SAND 10 YR 6/4 NONE FRIABLE 100-136 C2 MEDUIM SAND 10 YR 6/3 NONE LOOSE E 41.75 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency, Gravel) i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsi t n veil Flood Insurance Rate May: Above 500 year flood boundary No_ Yes . Within 500 year boundary No V Yes Within 100 year flood boundary No J,—/ 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? �o S If not,what is the depth of naturally occurring pervious material? Certification t I certify that on N 0V ��� (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 and experience described in 310 CMR 15.017. �y10 of ss Date g �Ja ( I �.,�✓�-- ✓h e �, l�v� oQ�I DAVID �cyGm Si nature LSD ��� � � 0 D. COUGHANOWR y ENS 10 dQ- Q:\SEVn0PERCFORM.DOC E VA L U�� ' l LOCATION SEWAGE PERMIT NO. lot 75 Prince Hinckley Ad. 80-118 _ VILLAGE Centerville, MA. INSTALLER'S NAME i ADDRESS Alfred Fuller Cotuit Ad. Marstons Mills , MA. I U I L 0 E R OR OWNER Alan E. Small, Inc. _Box .AntAr ri l 1 c� MA DATE PERMIT ISSUED 4-25-80 DATE COMPLIANCE ISSUED y 1 i1 1 3� '00 No.&P• • Finc............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD F HE A T ...... ....................OF......�... _ .. ... .... Appliration for Disposal 10ork Tonstrprtion 1hratit Application is hereby made for a Permit to Construr't 0 e i Individual Sewage.Disposal, SY 9m at: F ..... ........................................ . .. .... . ............. ........... . ....... 77/_)..o7...............7..-'w� . Location-Addr q0PA'"Wr Lot No. ...... . ..... ............................................................. ............. ......... . ..... i------------------- wne ress Installer Address Type o Building Size Lot.._ feet U Be Dwelling—No. of drooms..........Zk.............................Expansion Attic (VC) Garbage Grinder ( Other—Type of Building ............................ No. of persons............................ Showers Cafeteria ( Otherfixtures ... . ...................................................................... ........................ . ....................... -•--------- . A Design Flow........ -----------------gallons per person per day. Total daily flow................. 41.io......gallons. 9 Septic Tank—Liquid capacity..).#-.4fallons Length________________ Width_.._...__....... Diameter--------.._..... Depth_.._........_... Disposal Trench—,No..................... Width___._....._......... Total Length.................... Total leaching area----------­*.....sq. ft. Seepage Pit No.-�J. Diameter._.4�#.......... Depth below inl/t....... ..jj�Fal leaching area..................sq. f t. Z Other Distribution box Dosin tant O/L I ��, - XL Percolation Test Results Performed by_�,... ... .... ....... -1-17----------------- Date.__Y-A Test Pit No. I................minutes per inch Dept of Test Pit._._._____.__...._.. Depth to ground water..:................_.... f-T4 Test Pit No. 2................minutes per inch Depth of Test Pit.---......._._..____ Depth to ground water.--.........__._...... P4 ...............AS.............j............;' ....... ........... ................r------ 0 ... .... ....... ........Description of Soil...... -------------------­­*-------- ------------------------------------------------------------------------------------------------------------------------ ........*---------------------- ....................................................................................................................................................................................................... Nature of Repairs or Alterations—Answer when applicable............................................................................................... ........................................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforede scribed Individual Sewage Disposal System in accordance with ��1� 0&�T the provisions of TLITLE 5 of the State Sanitary Code—The undersigned f)irther agrees not to place the system in operation until a Certificate of Compliance has been cd,.,by th�e�rd of lklth. Sig 2�cl. .. . ..................15;�t..........Aot&(.............. Pe D t Application Approved By.-..-7 .............. Date Application Disapproved for the following reasons:............................................................................................................... .........................................................................................................................................................................................................Permit No......................................................... Issued_--- ............... Date No..........1. '.. Fzcs....3.�+� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH , pplirtttion for 14spnstt1 nrk Tonstrurtion permit Application is hereby made for a Permit to Constr � ) o��Re iIndividual Sewage Disposal Sy.fem at s /y,�,vc0 Location Address or Lot No } ¢ rt... tFt Owner �+ £ t Address •... �. .. "...---.. ...a. Installer ''Y Address Type Building Size Lot.. _ ,.•-±l ._Sq. feet U Dwelling—No. of Bedrooms........' ----•.--•....................Expansion Attic Garbage Grinder aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ... .. . -•-••-.•------•-----••-••-----•-•-•••••.---•--------••--••----•--•-•..............................••- W' Design Flow.......'... .�?.................gallons per person per day. Total daily flow................ ._. _. _._....gallons. WSeptic Tank—Liquid capacity_ 4:. gallons Length................ Width................ Diameter-_.---__-__.._-- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area_..._...._____......sq. ft. Seepage Pit No...f..0 6__' Diameter... oF.__.__..... Depth below i ...__.. . al leaching area.................sq. ft. Z Other Distribution box ( ) Dosin to ( f7 '"' Percolation Test Results Performed by... a-tI "" " ` -� Date... 14 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 0-4 rX4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water...................... . -.:.. r f ----------- O Description of Soil "��I �'' -r4!---...- ---�•. �._.. .----•- -..... p ...... ......:.:1. x 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 yTLE 5 of the State Sanitary Code— The undersigned rther agrees not to place the system in operation until a Certificate of Compliance has been sued by the rd of I, alth 1 Sig . .. Jwutyz1/0... Application Approved By..... r ..: �'�• . "I_ �' te.....••--.._.. Application Disapproved for the following reasons:-------•---------•---------------••---------.....-------------•--....-------•--•----------------•-----.......... � .......---•.................•--•----•----•-•-•---------••...--•------••---•-----•......._....---•------.......-•------........-------•-•---•------••---------••--•------•--------....---•-••---•--••-- Date PermitNo......................:...............••-----•-•-----•--• Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...... .............OF.... ... ................................................ �rr��f�rtt#�e of f�nm�rlittnre . TH I TO RT ,.That the Individual Sewage Disposal System constructed ( or Repaired ( ) by . ' ••-------------- ---- ------.. - "++ Inst --�-• has"been installed in accordance with the pro ions of T 5 of The State Sanitary Code�as descr' ed in the application for Disposal 'Works Construction .ermit N / _................ dated.._ ../�- ............. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE,CONSTRUE® AS A GUARANTEE THAT THE SYSTMH WILL F NCTION SATISFACTORY. �... ... Inspector..-:-...---�� �� DATE...............•• � r,. THE COMMONWEALTH OF MASSACHUSETTS BOARD 9f HEALTH ... .........0F...... ! ................................................... No... ......=`�•. FEE.... ..!............. Rapostt or Juan antic Permission tokfreby granted----•}• 4........... ••. r----•-•-•------•----............. ............................ to Con ct or it ( an ndividua.l ge�,Dispo ystem • atNo.: .,_.. ..719..----_ �� . ...... .................. ........ -'u^ 1 S reet as shown on the application for Disposal ,Works Construction Per o.... ...: ........ ated..._c7 7&d....•.... a t ' ......... �2 -•-•-••....--•-•-•. S Board o 'Health`,' ,r . DATE............ :...2 =° - FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS A.. VMT radt!_�•{ FL.Ow t tb�+� 3 = 330 G•P'D �EQ1'tC TAI�tiC SSov f50 %. • 4-9r7&P-o. USA- L ooc� .Z►SPC>SA.L PIT - USE tool Gam. --,-C;GjA/,4LL A>Z.E.A = LcjO S.F. z4 sue. t .o 15.0 Ca..RD. TOTAL 'flE.SIGKI = 42S G.pD• --�. l�oP -r t>-ro L Ti/-1 L-( FL �o , / = 330 &FD. z raNK -7Co M- c.oL&Tto0 tze-r E : t"Dui 2htl u' o2 Las. DistAo PP� WvaNp orio� -* 'lam LLQ q • .;i�R Iur'' , (18 .��} Tor 1=wo ioa.o � o. L� I oao tuv •� St1$Ep1 r 2 -Sox �'G Sepnc 7-AW IC Fut� GAL. raA�fb LEACH ; PST �jI wets+rst'/ G �STO�,I� Q�rO ' CECTtFIED ptroT PL./S1•.1 PR_OF't LE L oCAT I O" '� Q '�c%TWZ-- �- GGtz-rip-- T�dAT T14G Tovot>AT1a� 5tUOwki PLAt..II R1= EV-E�.1Ga � Z.e L=ni-1 Gc-vVIPL�IS W ITA T►-ice:# 51 VE-U E-- l.U'r 1 l AWt> 'SETI3AC-4 V:CQL3jCeNtE-.WTS OF THe -toww or=f BA" T C�Nr�v,u.� 1�1�.Nla►� , I B/S,XTE�2- t;. 1.lYC t2EG1S tti:�D LA1.IG SU2vC=Yo�S Tt-415 hi_A� 1�, LaoTnscr� a�a pN USTEe�/1l.tL- �1,CASS. 11JSt'C:J..nc_w ��Uc;.�l3`( TI{tr c�F�;r_-T�, SIlawlx� tiPPL-1 GAtiJT, ,/ ��r �G Ue,Cr-� ru t�r?TceM►w�= Lnr t_tN�•� �L-dhI `�M1Ll�. CONTOURS NOTES' EXISTING - - - - - - - 50 EXISTING LEACH PIT IS TO BE PUMPED. ..,y. N MINIMAL GRADING PROPOSED ��� 24 Ft x 12.5 f t x 2 ft FILLED AND ABANDONED IN PLACE. (/' Al LEACHING GALLERY GALLERY IS NOT BELOW ANY LOCUS �Cl / ® ` POWER TRANSMISSION CABLES �R eFiV J U rPa 54 ` 3 (� ��` 54 �m/ O V Sfyl-lo U z �, _ ���� LOCus MAP % o \ O O / ��55 NOT TO SCALE � 1 v �J l �~ 0 LOT 75 ��� 0 LEGEND EXISTING O Q AREA = 25499 sF +- ,� 1000 GALLON //,^, / /14�! SEPTIC TANK OV \ EXISTING LEACH � �� x PIT/CESSPOOL V � J,II ry / / UTILITY POLE$ DRAIN 93 56 Aq �/ TEST PIT® D-BOX O PL/�N DECIDUOUS CONIFEROUS ���� / Ill \FR LjNF TREE,p�q, TREE SCALE: 1 1n = 30 Ft 55 2Sy9� I GARBAGE GRINDER -NUMBER REFERS TO DIAMETER IN INCHES.LETTER DENOTES TYPE. �' O-OAK M-MAPLE P-PINE C-CEO.1R 30 0 30 60 56,�� i PA�Fo IS NOT ALLOWED 0 10 20 30 7 + �Rr w,�y 57 WITH THIS DESIGN. BENCH MARK CORNER CONC PATIO ELEVATION = 54.44 BARNSTABLE GIS DATUM t 56 / ��M 6�MASS9 �ycN pF M�Ssa DAVID cyGs �? DAVID D. COUGHANOWR " COUGHANOWR FLOW PROFILE Q No. 1093 ALL PIPE ELEVATIONS SPECIFIED ARE INVERT ELEVATIONS EXPRESSED IN DECIMAL FEET NOT FEET AND INCHES ^ �F R�� `r0/ ENS EA 0 RAISE COVERS TO WITHIN SIX INCHES OF FINAL GRADE T� A`1 �� TOP OF FOUNDATION ONE INSPECTION RISER FOR LEACHING GALLERY TO / 1 , 2-ON EL = 59.27+— WITHIN 3 INCHES OF FINAL GRADE AS INSPECTION PORT. 53.75 SEWAGE DISPOSAL SYSTEM PLAN ALL PIPE TO BE � ����y -TO SERVE EXISTING DWELLING D-BOX M Xt SCHEDULE 40 PVC 3" DROP AND 0 EST. JAMES AND MARY GRAY � FLOW LINE 1/8 in t MIN. AT = II 50.75 OWNERS OF RECORD 1� 14 285 PRINCE HINCKLEY ROAD 48" GAS�� PRECAST 1995 CENTER VIL LE MA BA FFLE DRYWELL Ej in — BOTTOM OF d� �� PROPERTY ADDRESS 52.45+— e LEACHING ONE EXISTING STON \50.13 LEACHING GALLERY ASSESSORS MAP 171 PARCEL 119 EXISTING EXISTING 50.30 BASEGALLERY Ar SANDWICH MA 0256343 TRIANGLE PLAN BOOK 306 PAGE 21 EXISTING 1000 GALLON 50.00 (END VIEW) 48.00 � 5.00 FL + 508 364-0894 DATE: Jl_1L_Y 1. 2008 SEPTIC TANK SEE DETAIL ON REVERSE JOB #ETE-2955 PAGE 1 OF 2 VERSION. EXISTING 100 Ft e) 5 Ft 12.5 F t bl 12 Ft THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED ADJUSTED SEASONAL 37.3 SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM HIGH GROUNDWATER DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING I PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER (� SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. — d SOIL - TEST LOG APPROV OEDIBYVALUATOR: DAVID O.00 G AHEOWR, 61 DESIGN CALCULATIONS ITNEPERC NUMBER: 12251 DESIGN FLOW: 3 BEDROOMS X HO GPD = 330 GPD ^° TEST PIT 1 NO GROUNDWATER ENCOUNTERED SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS PARENT MATERIAL: PROGLACIAL OUTWASH USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL PERC AT 62 in - 2 MIN/INCH IN C SOILS CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) ELEVATION DISTRIBUTION BOX: USE 3 OUTLET D-BOX. DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SOIL ABSORBTION SYSTEM: A 24 ft x 12.5 Ft. x 2 f t LEACHING GALLERY CAN LEACH 53.20 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING Abot = ( 24 x 12.5 ) = 300 of 0-5 O LOAMY SAND 10 YR 3/2 NONE FRIABLE Asdw = ( 24 + 24 + 12.5 + 12.5 ) x 2 = 146 of' 5-9 A LOAMY SAND 10 YR 4/6 NONE FRIABLE A t o t = 446 of Vt 0.74 x 446 = 330.04 GPD 50.53 9-32 B LOAMY SAND 10 YR 5/4 NONE FRIABLE USE A 24 Ft x 12.5 Ft x 2 Ft_ GALLERY. Vt = 330.04 GPD > 330 GPD REOUIRED 32-108 Cl LOAMY MEDIUM SAND 10 YR 6/4 NONE FRIABLE 108-132 C2 MEDUIM SAND 10 YR 6/3 NONE LOOSE 42.20 TEST PIT 2 NO GROUNDWATI R ENCOGNTC ALD OUTWASH LEA CHING GALLERY PARENT2 MIN/INCH IN C SOILS USE SHOREY PRECAST 500 GALLON NOT TO 1000 GALLON SEPTIC THINK LEACHING DRYWELL (H-10 LOADING) SCALE DIMENSIONS AND DETAIL NOT TO ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER USE EXISTING H-10 WIT SCALE 53.25 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING CONSTRUCTION DETAIL 0-6 O LOAMY SAND 10 YR 3/2 NONE FRIABLE DRYWELL UNIT STON7 SEPTIC TANK IS TO BE PUMPED DRY AT TIME OF INSTALLATION AND IS TO 6-10 A LOAMY SAND 10 YR 4/6 NONE FRIABLE 2 4.0 f t. BE EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL NEW PVC OUTLET 10-36 B LOAMY SAND 10 YR 5/4 NONE FRIABLE m TEE EQUIPPED WITH A GAS BAFFLE. 50.25 4 36-100 Cl LOAMY MEDIUM SAND 10 YR 6/4 NONE FRIABLE co 1n 100-138 C2 MEDUIM SAND 10 YR 6/3 NONE LOOSE � m, N T.9PER 41.75 IE�Jl m 'y " C e GROUNDWATER ADJUSTMENT 3.5 F B.5 ft E3.5 ft 5 F- o .;J 4. EXISTING GROUNDWATER LEVEL 2 4.0 ft LO BASED ON TOWN OF BARNSTABLE GIS DEPARTMENT RECORDS. s� INDICATED GW 35.00 500 GALLON DRYWELL s 1 INDEX WELL <--SDW-252 DIMENSIONS AND DETAIL £-6 1r� A ZONE READING DATE MAY-,• 2008 USE H-10 LMT READING.' 46.6- INSTALL ONE INSPECTION Cp ER OVER ADJUSTMENT a 2.3 RISER TO WITHIN THREE ADJUSTED GW 37.3 INCHES OF FINAL GRADE AND INDICATE LOCATION 3 IN DROP ON AS-BUILT PLAN —> /l FLOW LINE FROM 10 in = 14 TO BUILDING to D-BOX 46 in NOTES . 0 33 LIQUID GAS C:lc 0 In LEVEL BAFFLE 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 00C,r_o aoo p00�� 2) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED ��o�ooao 00 10 FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. 5g CROSS SECTION,/VIEW i 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS 10z OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES CROSS SECTION VIEW BEFORE EXCAVATING FOR SYSTEM. .SEWAGE DISPOSAL SYSTEM PLAN 5) EXISTING LEACH PIT TO BE PUMPED. COLLAPSED. AND FILLED. 2 in PEASTONE 2 in PEASTONE 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON, FINES AND DUST IN PLACE. o o -TO SERVE EXISTING DWELLING 28 3/4 In TO EFFECTIVE 4 in TO 24 j 26 7) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES _ ,,, � OEP7H �nc;RAVEL in JAMES AND MARY GRAY AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK. In 6) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT 285 PRINCE HINCKLEY ROAD CENTERVILLE, MA PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 46 In 58 in 46 In 9) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL 150 in ECO-TECH ENVIRONMENTAL STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH FABRIC LINRPLACE O MAY BFSTHE 2 TITUTE PEASROONE LAYERESPECFIED. 43 TRIANGLE CIRCLE SANDWICH MA 02563 SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. ETE-29551 JULY I. 2006 1 2/2