Loading...
HomeMy WebLinkAbout0652 POPONESSETT ROAD - Health 652 _poPonesse` Cotuit P � A = 006 017 I TOWN OF BARNSTABLE OP 1-,ba+e 4`30-M LOCATION 1,1,_ t 1,P0*,WeSL11— /Ta SEWAGE # �`dd)•!©f VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 11ho to LEACHING FACILITY: (type) 3710 s rs') (size) N DROOMS S BUILDER R OWNER PERMITDATE: '�-�- �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 Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 1 Feet Furnished by �(� 3!' `i NolilJ * � Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Application for �Digool *p5tem Construction Vermit Application for a Permit to Construct( )Repair(X)Upgrade( )Abandon( ) A Complete System ❑Individual Components Location Address or Lot No.6 5 Z P®per h s s` 12e0 Owner's Name,Address and Tel.No. coIvc kc 4+%kc_&q $¢rrc c1p\ Assessor's Map/Parcel 50 Cwr�wr.yh l- 2� �p M & PcL 17 ailes4e /► c�Z�{8L 6 iy Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. SG$ —/.}Z$-9/3/exY1Z3 �J? �C3(v c V L4_VCn (A ,j 'N I— S Flu., A L 1 S"_% , PC--, lei `7`1 k q3`� 134.Y�- n1 4 r�o1 �r 81z vr1c;� SFr >• Y�rl 9z60 Type of Building: Dwelling No.of Bedrooms 1=tvc- Lot Size ZA� 756 sq.ft. Garbage Grinder( 4 Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Al 0 2Ael/1�.-»� gu ens-per ay. Calculated daily flow 557o gallons. Plan Date_ �o/ Number of sheets enc Revision Date Titltt .5-,fic �iJc4� . (.t�L'FfGndP9 /'lyN1t6 Ale" Size of Septic Tank /_rCX0 /ge//G&Arm Type of S.A.S. Khe_ 4-AY12, lrz� Description of Soil =�,- 4, ssensa( lc5a s 12 J Nature of Repairs or Alterations(Answer when applicable) Pomp u,..P eJtc lest^ old e c_"X2nv Ls Date last inspected: Agreement: The undersigned agrees to ensure the cons ction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 o Envi nmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by is B ar alth.Signed Date l0 /t/(/0') Application Approved Date/ Application Disapproved for the following reasons Permit No. Date Issued. Nol%11Ly/ �v� Y f Ott; - Fee / f THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,. MASSACHUSETTS �,,,.j 01pplication for Miipooar *pztem (fongtruction Permit Application for a Permit to Construct( )Repair(x)Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No.65 Z. pa dt e s suit >2� Owner's Name,Address and Tel.No. CO Fvi f 1T�'H1lccvt g¢rvc}�' Z Assessor'sMap/Parcel �a �yr�wr�gkl- QX Up VYt � Pc.L 1"7 cl c e /a OZ�SZ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. SO 8, -4?_S—9/3/<xt/3 �" 4xITr 10ye. 4 —�O�v.1rJ. ver � - "'?°°"! I. � ��`� � r Z. wl�, 5 h� �fz .• YYJiF o2�S i Type of Building: Dwelling No.of Bedrooms Fivc, Lot Size ZA, 756� sq.ft,.. G�tr'- Giro er(44 Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures , Design Flow ga4ens-pef-day. Calculated daily*W, t`{' SSo gallons. Plan Date 4/Zsloi Number of sheets CnC_, Revision Date Title Saa l-ic Size of Septic Tank �3r //4..c Type of S.A.S. /1/tithe- Zcc,ctis" Llt4«.A&.' 4,i'xi2'xt Description of Soil 1 na 12 9 b 3 g F Nature of Repairs or Alterations(Answer'-when applicable) OLC OACA( G; .moo(c c c o e Is 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 th6 Envir nmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of H alth. Signed E-- Date /U �'9�a► Application Approved ' Date atee Application Disapproved for the following reasons ; ,., Permit No. C3e�1 Date Issued — go,r/ ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (tompriance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( Repaired( )Upgraded( ) Abandoned( )by � !s . � at has been constructed in accordance with the provisions of isle 5 and the for Disposal System Construction Permit NqZW__fs dated Installer Designer The issuance of ts ermit shall not be construed as a guarantee that the systeft will ubctionasdeilgned. Date 1 Inspector —� Q = ------/—�—^�------------------------------- No.Z�W/3 " Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS Mi5pozar *pgtem Con.5truction Permit Permission is hereby granted to Construct ct( )Repair( )Upgrade( )Abandon( __ System located at ` Ze 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 conditions. Provided:Constructio st be completed within three years of the date of this p e nit. c � Date: U Approved by r . r— TOWN OF BARNSTABLE (, LOCATION �aS�e't ®.��+rSSsJL� 92) SEWAGE # for& VILLAG ASSESSOR'S MAP & LOT Ok—d I INSTALLER'S NAME&PHONE NO. a!L .i; SEPTIC TANK CAPACITY 446 L D LEACHING FACILITY: (type) 310r ��� (size) N ROOMS BUILDER OWNER j PERMITDATE: �' U 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 Leaching Facility (If any wetlands exist f+ Feet within 300 feet of leaching facility) Furnished by i -0rGr� l 33h" fig, 3/' r Town of Barnstable P# 9 793 Department of Health,Safety,and Environmental Services opt Public Health Division Date 12- 4 o6 9n 367 Main Street,Hyannis MA 02601 BARNBTABIZ . Fn39. +►�� Date Scheduled )7) e_c. yrcv- Z 21CJC_Te3 Time 10•,oa Aol Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: 5tr-t r.Loilsc, 'r WitnesSed By: hxr r LOCATION &i GENERAL!INF.01 ATION .. Location Address (o 5 Z j�p p 4.vl r Ft I�Q Owner's Name G o 1ti,t t Address lJellesle-� t Wtr�k OZAkZ. Assessor's Map/Parcel: 1,4'1n/7 6 J /oa,ct.L /7 Engineer's Name 5tcplw.-� YI UiI—_cA., et� p� NEW CONSTRUCTION REPAIR ✓ Telephone N Qaxk,.IJ f t/,o I,,.y.— 0 1 Land Use r?C-S�C14^t1'a( Slopes(%) Surface Stones Distances from: Open Water Body ISO ft Possible Wet Area R Drinking Water Well ft Drainage Way R Property Line / ft Other n . i I SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) rY R242 5 p } ;rg7ilr r �f2ttArt241 �_ .,,. `�24 t RlPAlt "�°""� ;' lR� Z 2q3 F. / sRP JJ 1 23.6; f j rI •�', rt '• 7i r t ! J�r ?2�ilr �f ri��.% !!f J,/ //!fr! 6Ata1 Z�,'1 ( rf ;' i ••� i' 2. ''�fl• r i ! r J!.'. � rJ r' ..�ICy�r/.. j I !�I j r A! ���117 J ' a ! !rr// r!J!J � r .ji !/!r!rJ! r f'! i,./• � •!2g8r1 ;/I� W �' /191E+uw J! ' � Y 2a�3 22 : f J' i % a.6 P l 1 \ � %2 1 Q r ibcgANr� !j �� ry pi Z3y m �a 1�t, `16 ♦910 ; -J r/J` /�rJlJ! /i/.? 1 i 2 8 t j1 - t1 r s 15 '/ JJ.i f �rlJr i'•%• Z .V'��� � i r 1 BApIrAp �rl r}{ ft XJ r r 215a._-•�•��."°c.._"AINSF� X ......_X 58 .`X223 RZ N k i r • ...._..te -- -N 74'S8W Parent material(geologic) 64eralCAjf7 * Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater bTER1VIYNA"TION 'Ott St+;ASONAL HIGH WA'I'ETZ.. .....BE .. Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well H _ ,..., __. Reading Date:.__.____ Index Weil level Ad'.factor___ Adj.Groundwater Level PERCOLATION TEST Date Y2 OO -� .. Observation Hole N Time at 9" Depth of Pere Time at 6" Start Pre;soak Time u ) Time(9"-6") End Pre jsoak Rate Min./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 j Copy: Applicant ,; DEEP::OBSERVATLO.N I OLELOiG . . Hole.# ... .. . . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) j ®�f„ .ICJ „ /-0,7r19 /(J 1'A/ -/A 'I �, +' mid•,.�^ o - <9L �A' eo Lie . 6 oDEEPOBSI #.. U Depth from Soil Horizon I Soil Texture Soil Color I Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure Stones Boulderes. LLI}� Consistence %Gravel' X A 0 co Lu �Q Z N_ L9J M DEEP OBSERVATION H0L LOG Hole:# Depth from Soil Horizon Soil Texture Soil Color . Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistenc %Gravel DEEP OBSERVATI01�1 HOT:E LOG Dole.# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel Flood Insurance Rate Man: " Above 500 year flood boundary No_ Yes Within 500 year boundary No 1,1"' 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? If not, what is the depth of naturally occurring pervious material? Certification 1 certify that on /cyg1j /Y 9S (date)I have passed the soil evaluator examination approved by the Department of Env on nmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. ��Signature / r�`��' Date !�'Oi of tiE Cotuit Fire Department T U Fire, Rescue & Emergency Services G® E D142A! � 64 High St. - R ,� g P.O. Box 1632 1926 Cotuit, MA 02635 Paul A. Frazier Phone (508) 428-2210 Chief of Department FAX (508) 428-0202 TO: Tom McKean, Director of Public Health Town of Barnstable, Board of Health P.O. Box 534 Hyannis, MA. 02601 FROM: Chief Frazier, Cotuit Fire Department SUBJECT: Tank Removals, et al DATE: March 10, 2000 The following tanks have been removed/ band ned since my letter dated December 13, 1999. If you should have any questions or nee a itional information, please feel free to call. Thank you. NAME ADDRESS DATE NOTES Spath 652 Popponesset Rd. 09/13/99 1000 gal.tank 4'xl l' abandon in place due to potential structure damage, soil vapor test negative, filled with concrete. ".G.G* • �`,}�"" ,.y� roc ,'Yn'y. � ;, TOWN OF BA.RNSTABLE LOCATION SEWAGE # VILLAGE - % ASS ASSESSOR'S MAP & LOT INSTALLER'S NAME& PHONE NO. ` SEPTIC TANK CAPACITY K-1 f LEACHING FACILITY: (type)oe�o /0,W-S (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 le hin � ililyl � Feet Furnished by �� �. �. �e��✓ ' / i '� � �' i �, DATE:_7L12/00____ PROPERTY ADDRESS:65,2_PQY-L(ULe,-U-el--FD--,.___ t..Mass.------------ -_Q2L- ------------------ On the above date, I Inspected the septic ..system at the above address. This system consists of the following: 1 . 2-6 ' x8 ' block cesspool . . 2 . Cesspools are in series . Based on my Inspection, I certify the.following conditions: 3 . This is not a title five septic system. 4 . This is a sewage system. 5 . The sewage system is in proper working order , - at the present time . r 6 . Pumped in flow cesspool at time of inspection . 7. No signs of water intrusion . " SIGNATURE:,f N am e:_,i.LP.�.K�ssm��.z.si�'-------- Company: Jose,ph_P. Macomber & Son , Inc . Address:_ Box_66_—_ CentervilleL Ma__02632-0066 Phone:___508-775_3338_______ THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY • L P, MACOMBER & SON, INC.anks•CeIspools•LeachfI$IdsPumped & InstalledTown Sewer Connections 66 Centerville, MA 02632.0066 775.3338 775.6412 r. COMMONWEALTH OF MASSACHUSETTS 1Vj EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617) 292.6600 TRUDY CC secre ARGEO PAUL CELLUCCI DAVID B. STRL Governor Corm ••ic SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION P.operryAddroess: 652 Popponesset Road Na,,.ofo,,,rwBernice Bussett Cotuit , Mass . 02635 Address of owner: 11 -Snyder and Road Drt'olk"P"tSo": 2/1 0 Joseph P .M�EM@rNgy. York 12516 Name of 4upector:(Ptaasa 1 am a D EP oved system Inspector pursuant to Section 16.340 of Thlo 6(310 CUR 16.000) C,r,pa,WN.TA: J.P.Macomber 7 Son Inc . btaauigAddress: Box 66 Centerville Mass , 02632 Taiapftorw Number: CERTIFICATION STATEMENT certify that I have personally Inspected the sewage disposal system at this address and that the Information reported below la true, accurate and complete as of the time of Inspection. The Inspection was performed based on my training and experience In the proper function and maintenance of on-site sewage disposal systems. The system: Pepe—ss�s M Conditionally Passes _ Needs Further Ev ustion By the Local Approving Authority _ Fells 1 Inspectors Data: .1 �r✓ Siyrutur The System Inspecto shall submit a copy of this Inspection report to the Approving Authority(Board of Health or DEP)wWn thirty (30) days c complsting this Inspection. If the system Is a shared system or has a design flow of 10,000 gpd or greater,the Inspector and the system own, shall submit the report to the appropriate regional office of the Department ofr£ttvironmetttrd f rotsctfon. The original shouldU.sent toVW system owner and copies sent to the buyer, If applicable, and the approving authority. NOTES AND COMMENTS t, r , - MAR 6 2000 • .� T%ljN OFF DEFT.BLE HEAL. v! revised 9/2/98 Page Iof11 �� Printed on Recycled Pape SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(contirwed) Property Address: 652 Popponesset Road Cotuit ,Mass . Oviner. Bernice Bussett Date of 4upection: 2/11/0 0 INSPECTION SUMMARY: Check A, B, C, or A --r A. SYSTEM PASSES: 'a n I have not found any information which indicates that any of the failure conditions described In 310 CMR 1.6.303 exist. Any failure criteria not evaluated are indicated below. COMMENTS: 4rhruh that i g nn the rnvpr of the mai n raggpnn1 a r e I a e a =e B. SYSTEM CONDITIONALLY PASSES: b2b One or more system components as described In the'Conditional Pass'section need to be replaced or repaired. The system, upon completion of the replacement or repair,as approved by the Board of Health, will pass. Indicate yes, no, or not determined(Y, N, or NO). Describe basis of determination in all Instances. If 'not determined', explain why not. The septic tank Is metal, unless the owner or operator has provided the system Inspector with a copy of a Certificate of Compliance(attached)Indicating that the tank was installed within twenty(20)years prior to the date of the Inspection; or the septic tank, whether or not metal, Is cracked,structurally unsound, shows substantial infiltration or exfiltration, or tank failure Is Imminent. The system will pass Inspection If the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. Sewage backup or breakout or high static water level observed In the distribution box is due to broken or obstructed pipets) or due to a broken, settled or uneven distribution box. The system will pass Inspection if(with approval of the Board of Health). broken pipets)are replaced obstruction Is removed distribution box is levelled or replaced The system required pumphlVnorm than•fourtfines s yeardue to broken or obstmeted pipets). The system wiitVvvs-- Inspection If(with approval of the Board of Health): _..._. broken pipets)are replaced obstruction is removed I revised 9/2/98 Paeczorii 1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) PropenyAddfeu: 652 Popponesset Road Cotuit ,Mass . Owner: Bernice Bussett Daft of Ir-pe-tion:2/11/0 0 C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: A)O Conditions exist which require further evaluation by the Board of Health In order to determine if the system is failing to protect the public health,safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303(1)(b)THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROJECT THE PUBLIC HFALTHAND SAFETY AND THE EK=ONMENLL- /11f Cesspool or privy is within 50 feet of surface water l' Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. A;O The system has a septic tank and soil absorption system and the SAS Is within a Zone I of a public water supply well. Cr The system has a septic tank and soil absorption system and the SAS is within 60 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds Indicates that the well is free from pollution from that facility and the press ce of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance�� (approximation not valid).- 3) OTHER (The +system consists of 2-6 ' x8 ' block cesspools tin s rips Main rPG,nnn1 has crhriih right nn thA rnvcr Sr rah gh„,,1d be meved-r--Feet intr-08 e. to take place . revised 9/2/98 Page 3or11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) PropertyAddrww:652 Popponesset Road Cotuit ,Mass . Ownw: Bernice Bussett Date of Inspection: 2/11/0 0 D. SYSTEM FAILS: You must indicate either"Yes" or"No" to each of the following: _j2 I have determined that one or more of the following failure conditions exist as described In 310 CMR 15.303. The basis for this determination is Identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No ' Backup of•aewage ifrtoiaciBtyor-s"/stem componentdnatto an overloaded orcbggedSAS=or-cesspod. ;.•---�*== _ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. 61,11L Static liquid level in the is"tribution box bove outlet invert due to an overloaded or clogged SAS or cesspool. .r 4,1 Liquid depth in cesspool is less than 6" below invert or available volume is less than 1l2 day flow. _ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped41-111 . Any portion of the Soil Absorption System, cesspool or privy Is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is-within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for -coliform bacteria, volatile organic-compounds, ammonia nitrogen-and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either"Yes" or "No" to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No the system is within 400 feet of a surface drinking water supply the system•ia-within 200 feet of-*4F4 utarit-•to•asurfaoe•dfk*4P9-water-supply• the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area=IWPA)or a mapped Zone 11 of a public water supply well) The owner or operator of any such system shall upgrade the system In accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further inforpation. revised 9/2/98 Page 4of11 i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 652 Popponesset Road Cotuit ,Mass . own..: Bernice Bussett Drt•of k-�: 2/11/0 0 FLOW CONDITIONS RESIDENTIAL: Dsslgn flow: I/P g.p.d./bedroo . Number of bedroomsi'Ossigg Number of bedrooms(actuaq.X— Total DESIGN flow'e' - =/�t�/ Number of current residents Garbage grinder(yes or no):Id Laundry(separate system) a or 09_, If yes,separate lnspectlon.required Laundry system Inspected or no) Seasonal use(yes or no): ` /r Water meter readings,if available (last two year's usage(gpd): 7 ( �7 Sump Pump(yes or no):� Last date of occupancy CO M M ER CIA LAN D U STR IA L Type of establishment: /U!/ Design flow: iG� gpd ( Based on 15.203) Basis of design flow Grease trap present:(yes or not Industrial Waste Holding Tank present:(yes or no)lle Non-sanitary waste discharged to the Title 5 system:(yg r no)_ Water meter readings,if avalla e: lU Last date of occupancy: OTHER:(Describe) As Last date of occupancy: GENERAL INFORMATION PUMPING REC RDS and source ol i formation: Alfiv- AL'/91I !4 System pumped as part of Inspection:(yes or no), If yes, volume pumped: allons Reason for pumping: TYPE OF SYSTEM Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (If yes, attach previous Inspection records,if eny) I/A Technology etc.Attach copy of up to date operation and maintenance contract 7A ^ Tight Tank V,4 Copy of DEP Approval Other XIMATE AGE of all components, date InstaNediif known)-and souroeofJw(ormation:'"""�- ...W���— - - - Sewage odors detected when arriving at the site:(yes or no) revised 9/2/98 Page 6of11 I , i I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHEC"T Property Address: 652 Popponesset Road Cotuit ,Mass . Ownw: Bernice Bussett Daps of Inspection:2/1 1/0 0 Check If the following have been done:You must indicate either "Yes" or"No" as to each of the following: Yes No Pumping Information was provided by the owner, occupant, or Board of Health. None of the system compo&wus.haw:bwn pua►wd4*PstJeast:two•aw*Wwand-the-systern hasbeaoaecaimiagwaswd.flow rates during that period. Large volumes of water have not been Introduced Into the system recently or as part of this Inspection. As built plans have been obtained and examined. Note if they are not available wl N/A. _ The facility or dwelling was Inspected for signs of sewage back-up. The system does not receive non-sanitary or Industrial waste flow. _ The site was Inspected for signs of breakout. _ All system components,Awclu ding the Soil Absorption System,have been located on the site. The optic nk manhole ere uncovered,opened,and the interior of the a tic tan _as Inspected for condition of baffles or tees, material o construction, dimensions,depth of liquid,depth of sludge, depth of scum. The size and location of the Soil Absorption System orr the site has been determined based on:-- Existing Information. For example, Plan at B.O.H. Y _ Determined In the field(if any of the failure criteria related to Part C is at Issue,approximation of distance is unacceptable) 115.302(3)(b)) _ The facility ownw.(and.taccupaots.Jf diffaraat anrnrm.1aoc6Dn*_!s_pLnpar SubSurface Disposal Systems. i i revised 9/2/98 Page sof11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 652 Popponesset Road Cotuit ,Mass . Owner: Bernice Bussett Dots of Inspection: 2/11/0 0 BUILDING SEWER: (Locate on site plan) Depth below grade:; Material of construe ast' n, 40 PVC.fIdother(explain) Distance fro -ate water supply well or suction line Diameter Comments:(condition of joints,venting,evidence of laakage,-etc.) - -~ Joints appear tight-- - No Pyi dpnre of l eaka-e - SEPTIC TANK: (locate on site plan) Depth below grade: ZO Material of constructionW.&c ncreto O*netaW,#iberglass.✓4Polyethylene42,lother(explain) If tank is Instal,list age 13.age.confirmed by Certificate of Compliance (Yes/No) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee ortmftle:1i�i Scum thickness: .GSA Distance from top of scum to top of outlet tee or baffle: (J/� Distance from bottom of scum to bottom of outlet tee or baffle: How dimensions were determined: Comments: (recommendation for pumping, condition of inlet and outlet tees or-baffles, depth of liquid level in relation to outlet invert, structural-integrity, evidence of leakage,etc.) Septic tank is not present- Tl,e main cessTggl shgu 4 be Pumped GREAS TRAP: (locate on site plan) Depth below grade:-&2 Material of construction:+ concrete,(ometaWAfiberglass,)APolyethylene.(4other(explain) Dimensions: IV Scum tNckness:_d-)14) Distance from top of scum to top of outlet tee or baffle:-ldko( Distance from bottom of,scum to bottom of outlet tee or baffle:_,&Q Date of last pumping: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet Invert, structural integrity, evidence of leakage,etc.) rease trap is not present revised 9/2/98 Page 7ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 652 Popponesset Road Cotuit ,Mass . Owner: Bernice Bussett Data of lir"Po for: 2/1 1/0 0 TIGHT OR HOLDING TANK:A&4Tank must be pumped prior to, or at time of, inspection) (locate on site plan) Depth below grade: Material of construction,(1leoncrete4met&14&bsrglasLP Polyethylene./other(explain) Dimensions: AIA Capacity: 119 gallons Design flow: gallons/day Alarm present Alarm level: Alarm in working order:Yes_ No_ Date of previous pumping: Comments: (condition of inlet tee,condition of alarm and float switches,etc.) Tight or holding tanks arP not lracxnt DISTRIBUTION BOX:dt (locate on site plan) Depth of liquid level above outlet Invert: Comments: (note-if level and distribution is equal, evidenoe of soilds carryover, evidence of leakage Into or out of box, etc.) — — Distribution box is not nrPsPnt PUMP CHAMBER:_1Q/VC (locate on site plan) Pumps in working order:(Yes or No) L Alarms In working order(Yes or No) CJ Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) uMD chamber is not nrPSPnt revised 9/2/98 Page 8of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFOR),IATION(corttirxsed) Property Adds,": 652 P o p p o n e s s e t Owrwr: Bernice Bussett Data of Insp.ction: 2/1 1/0 0 SOIL ABSORPTION SYSTEM(SAS):z (locate on size plan, if possible: excavation not required,location may be approximated by non-Intrusive methods) If not located, explain: Type. leaching pits, number:, , Isaching chambers, number: leaching galleries,number: leaching trenches, number,length: leaching fields, number, dimentlons: overflow cesspool,number- Alternative system: !7 Name of Technology: Comments: 1note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.) Loamy sand to finp rnnrep sau."o signs e€ hyd v e r o w a € e d--- CESSPOOLS: (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: r Indication of groundwater: Inflow(cesspool must be pumped as part of inspection) In flow cesspool , NO signs of water intriicinn Comments: (note condition of soil, signs of hydraulic failura, level of ponding,condition of.vegetation, etc.) �•- ame as above PRIVY:AAM_ (locate on site plan) Msterjals of construction: Dimensions: Depth of solids: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, ccn;::;i,.1 of vegetation;etc.) rivy is not present - revised 9/2/98 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(corttirwed) PropertyAddrees: 652 Popponesset Road Cotuit , Mass . Owner. Bernice Bussett Da"of trupection: 2/11 f 0 0 SKETCH OF SEWAGE DISPOSAL SYSTEM: Include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes Into house) C� revised 9/2/98 Pagc10of11 v • SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(condrried) Property Address: 652 Popponesset Road Cotuit ,Mass . owner: Bernice Bussett D't of k%spectkM: 2/1 1/0 0 NRCS Report name Soil Type_ Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate Deep _ SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater'Feet Please Indicate all the methods used to determini High Groundwater Elevation: Obtained from Design Plans on record Observed.Site(Abutting propert bservatlon hole, basement sump etc.) Determined from local conditions Checked with local Board of health Checked FEMA Maps —,—/Checked pumping records Ahecked local excavators,installers Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) Used water Contours Map . Gahrety & . Miller Model 12/16/94 revised 9/2/98 Page 11of11 f•n11TT.1�n IT�r•'Tf �r►ra.r•n++nnr-.n+a7.rJlrnrn7r+T7.rr+nnRw+ rR�IY nlew+an lam+ *TTTT.TTn.—'.�..r-••.. TOWN OF Barnstable HOARD OF HEALTH SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D •- CERTIFICATION •Tt'iT•'.•::.—T.IIF�.T1TJnTn'n.1TI TIlrRI.IT.1n•T:r�.tT-'1tTR�#'In�T�w►�1R� �T V'rY'T'1►•1r �. -TYPE OR PAINT CLEARLY- PROPERTY IN.SPECTED STREET ADDRESS 652 Popponesset Road Cotuit ,Mass . ASSESSORS MAP, BLOCK AND PARCEL OWNER' s NAME Bernice Bassett PART D - CERTIFICATION NAME OF INSPECTOR Joseph P.Macomber Jr. COMPANY NAME J. P.Macomber & S-en' Inc . COMPANY ADDRESS Box 66 Centerville , Mass . 02632 Street Town or City state LIP COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX ( 508 1 790 - 1578 - CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at ®recoinmendat' lons his address and that the information reported is true , accurate , and omplete as of the time of .inspection . The inspection was performed and any regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems , c one :Che 1 Systeui PASSED The inspection i4hich I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. ` System FAILED* The inspection which I have con cted has found that the system fails to protect the public health and the environment in accordance with Title 5 , 310 CMR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form , Inspector Signature Dater .�� •' 6copy of this c if rtication must be provided to the OWNER, the BUYER on Where applicable ) and the BOARD OF HEALTH, * If the inspection FAILED, the owner or-"'operator shall upgrade ' the system within one year of the date of the inspection, unless allowed or required .otherwise as provided in 3.10 CMR 16 , 305 , partd .doc SB,_p. BARRETT/ HENNESSEE 1'-4• �'-4• 10'-4' 1'-4• 16'-52' 1._q• qp_q• 1'_4• g•_p• RESIDENCE 2 -2' a 652 POPPONESSETT RE COTUIT, MA 02635 2 3 [—NI:WCs*T NE,STOOF OVER CON LAB' NEW STjAND STOODVER STONE GRADE EXISTIN S OTUBE PIER G.C.TO ARCHITECT GENERAL NOTES: THE DRAWING AID ALL .1 1.E ® ® J J ® r ® DNA GeP eiHeaeon3OR R NI IL�PRESENTED Ai —REST Aae OWNED er AMD REMAIN 811101, 0 'v ROPeRTr OP DO4EYe M-01A.—, v ARCHITECT n THEREOF m / \ SHACOD Awnr PEa PIRM oa a n wm / \ _ NEW STONE STOOP OVER _R BEDRM. # 2 A" 21 NING cone.sLAB 0 OR EPT WITTHTSP �C WRITTEN PPESRMISSION \ / HE PIR \ / J EXISTING SON07UBE PIER OP T M Do4eve nKHOLwePP \ / TV l ARCHITECT, inc. 62 15'-T 2._q3. 31. .2 2'-1' 2 15'-1' AA z 2 r eRRO43 oa DISCREPANCIES 0 \ \ THe ORAWI„G3,31 P DRAWINGS AMP DETAILS ARE T De DROUGMi TO THE T IIIN OP ARCHITECT 1E114e 113 , I THeeWO R HAS COMMENCED. ® BEDRM. # LIVING ©" DRAWN D „o A DInEnS G'3 ARE TO DE USED A -Fi ARE TO DE SCALED.n O EXISTING FIREBOX AND RAISED HEARTH 51 .2, 3 ._p. 61. 5'-9' ® 6'-4' TO REMAIN I =1 LINEN CLO. L A4 0 p5 _ t P _74' 10`4 6'-z 6''1Oa 2,_B2 1`73. O d d � A _ I I loo O HALL HALL 519 �• Loren p ® __-- _—_ UP _—_—__-_M!C2 KITCHEN w uP I ® _"62 ' 32' 7._p. 3'-4 y.-B. 2'4'-OZ 31 13,_2' z---- 41 -LcATH DRAL\ 1oC D' CLO. I STAIR 120 NEW STOOP E%TENSION 6xta4 xlooHA`L�L LAU DRY DOREVE rIICHOLAEFF STORAGE I PDRTIC o ARCHMCf IN104 ]1 W D NEW STONE PAVERS L/ OVER EXISTING CONC. ale w 7 ® BEDRM. #1 --- ---- -- — — — STOOP °S'�"°1e•'"A0'�' PO N PAC SOB-,20.'12111 O STONE STOOP 4 A7 17 IN TIC Dp.-A - 1 x — lS7 4 M IN I 1 20-MINUTE STEEL B DOOR W/APPLIED RAISED WD.PANELING 1 2 A6 A6 GARAGE WALL TO RECEIVE(1)LAYER 5/8' Q FILE NUMBER: TYPE'X'GWB CONTINUOUS - I cTYP.I PROJECT NUMBER: 2018 I . I DRAWN BY: GNG, AH I --——— I _ — I CHECKED BY: DN REMOTE OPERATED SCALE: ��4� =��-0' MOTORIZED GARAGE DOOR OPENER I DATE: AUGUST 30, 200� • I i � REVISIONS I —J 4'-6• r-o• 4-6• GARAGE - 23'_3. I 6'-O' 16'-O' - • 9`p 2. 11'-B e'-7 I TITLE 11'-11' 11'-1T - FIRST FLOOR PLAN 22'-0' 29'-102 23'-10' 75'-8Z PLAN NORTH / i 1 _ A4 A7 ;, FIRST FLOOR PLAN SCALE: 1./4• BARRETT/ HENNESSEE 16'-62 43'-O• B'-O' RESIDENCE 1 a'-e?• a-z39• e•-zg•. 652 POPPONESSETT RD. 4'-6' 6'-a• 2 6'-6' 6'-6' d Al 6'-6' 6'-6' GOTUIT, MA 02635 1 2 3 A6 A6 I A6 (1316.4245 HOUARE PT.) t 1 t GENERAL NOTES: -------- --——————————— T¢E ORAvmG AND w L ov TIE ME— R AnGeNen.a,Deaiona enDRv�ens EILIN qLN, DNeaeonenreD FeprAae vneD p AnD aenan❑FFICE ( ; roo se �cwo 2'-OZ eRCNITe T in NO a N aeo n FLAT ITRAY pE UTILIZED pY a ¢aon,c EILINfa CEILIN ¢FILM oa CORvoaeTiOn FOR enr FuavOae: is 0'-1' / ]-O' 2'-O2 B'-O' 2'02 Q SOF[oil! excevr v aveciF1.WANT PER—— 3•- TIE n Goo¢eve niCNo�eeFE 2 12'-'1• 2 q A...1— I.C. __ IMASTER 1 IN - - peFORe BEDRM. —_______—� Tneevoax Rns c..tnenc... / CATHEDRAL\ I - I �I / CEILING ABOVE I I A4ETT m TV 0 � 2 3 GAC �� 204 BEDRM. #4 _ �'( 3. A 211 I I I ""p CLO. WALK-IN CLO. c a A4 0 a. 6._B1 5,_a1. 201 6'-A• 16'-52 - '12'-1' 62 AS 2 2 6'-5- 2 A o b 260 ------� ---- ----- ^ HALL 200 ® ATTIC NIGH CEILING OPEN (I HALL STORAGE s TO DORMERS ABOVE N II a ' v II II O OPEN TO I.I I BELOW II - - Q OPEN T BELOW - _ - �� I I I DOREVE NICHOLAEFF N, o I n[tcHMcr INC. II II II q II II i - I ------J' -------------------j I - .. A7 1 - ----------------------- II II q 11 II �I II II II 1 s' j j I FILE NUMBER: A6 A6 I I II II 0 PROJECT NUMBER: 2015 DRAWN BY: GNG, AH • II II 1 II II II o CHECKED BY: DN - j SCALE: 114' =1'-O' � I I 11 DATE: AUGUST 10, 2001 II 11 p REVISIONS I I II II II II II II I I 11 II TITLE 2 , ��,_a, 9•_a SECOND FLOOR PLAN 2,177 S.F. HEATED 22'-O' 29 102 23'-10- i PLAN NORTH A4 • 2 _ SECOND FLOOR PLAN SCALE: 1/4' _ -O' FLOOD ZONE A-11 Design Schedule ELEVATION Leaching Area Requirements � EL 11.0 'j POPONESSETTE TOP OF FOUNDATION -23.0 5 BEDROOMS AT 110 GPD/BEDROOM = 550 GPD BAY FINISHED BASEMENT FLOOR — / C.B./D.H. FINISHED GARAGE FLOOR - ADDITIONAL 50% FOR GARBAGE DISPOSAL —NA—GPD TOP OF COASTAL BANK /f EXISTING SEWER INVERT AT FOUNDATION 21.0 LOCUS s TOWN DEFINITION / f r SEWER INVERT INTO SEPTIC TANK 20.fi PERC RATE = <2 MIN. / INCH (CLASS 1 ) O / / SEWER INVERT OUT OF SEPTIC TANK 20.1 LIAR = 0.74 GPD/S.F. © �� SEWER INVERT INTO DISTRIBUTION BOX 19.4 Air* 64• SEWER INVERT OUT OF DISTRIBUTION BOX 19.2 _ / / 08� MIN. LEACHING AREA OF S.A.S. ; / + ?OS 30'' F L O 1. 4 SEWER INVERT INTO LEACHING SYSTEM 19.0, R© �/ / pp BOTTOM OF LEACHING TRENCH 17.0 550 GPD/ 0.74 GPD/S.F.= 744 S.F. MIN. / ti r / � WATER TABLE - �o / PROPOSED SYSTEM TREELINE 7 � / �' / P OF COASTAL BANK 556 GPD W/LEACHING AREA OF 752 SF TO f / •%, j STATE DEFINITION OQ ...... p ✓ �' // j 5 TOTAL UNITS 1 STARTER,1 END, & 3 INTERMEDIATES. C+O t / A / j / �R�ok Q / ; 330S TYP. 3301 330E I/ /1/ / �`j / // - ••�'�Q. -;`i1 ;�t �;p;qj,j/,0':l /:��/,�1 1 j 4� ,i �. t i :4, , t •` .:. :..:: _ f1. w a. L O V c 4-, • 7.56.3f 6.3 -,�-6.3f NTS . 5 WASHED S 0 ' C14 Map: 6, Parcel 17 't i � � 1, F p' �� � •4••i:::., : ::.. "';y..,''.:•: •:• !•:;•..,,,•. ZONING: RF/AP /I / � � // � t t ,'� � t , ; `•, ,, � • n., :,..~• ;..�'� Setbacks: 30 15 15 kV 44 p Min. Frontage: 150 ON Flood Zone A-1 1 ; EL 1 1 .0 o PLAN OF LEACH CHAMBERS • �- ,.. , . H FIRM Map 250001 0021 D WOODEN STEPS j } PROPOSED �IS�. O ., / / ••.• f I FENCE / 4 / pp G ` i ' N�`-�--._ C.B./D.H, NO SCALE Revised July 2, 1992 O UP /• 'Qb woo SToR / hN o FN / o F Y 't SF : 70 p WC GENERAL NOTES Q j ' f rS' /�:i 24 p0 ! p r I N ` t ' ' i ` ' \✓.•'• • ` _ FINISHED GRADE _ x . • / / " _ " \/\ /\/ \\/\/\/\/\\/\/\/\/\\/ COMPACTED FILL ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE i GATE �/LOCK / �f� '• � , • �} ' '' / � `; 1 �t , � ', � ` 36 MAX. 9 MIN. // // �j`// �j`// // �/j// / �j`�j`// / j \ \ \ \ \ \ \ \ \ \ \ \ \ ••.••' \ \ \ \ \/\ \ \ \ \ \ \ \ \ WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 2 .............._.......................................................... PEASTONE .. ......4..._.. 1995 & ANY LOCAL RULES APPLICABLE. EXISTING SEWER Q/ J• .� PIPE N EL=21.0 I Cs � a � " 3/4" TO 1 1/2 " / / d !�� f �, J / j••''• ..•�' 11 p 3 .5 O : - ` ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY •.'' :a .•' DOUBLE THE DESIGNING ENGINEER. ,I O�� I •. a` WASHED STONE V. �'� / r •' ., '. ' �. • • • WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlLLING, NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT FOR I _ Q SEC770N 0 INSPECTION. NO SCALE • ; , , O � I � / ALL SANITARY. DISPOSAL SYSTEM PIPING TO BE 4" PVC, SCH. 40. j rL 1 r� D/� D EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL FLOOD ZONE A-11 C V EC RECHARGER 330 SURROUNDING SURROUNDING THE LEACHING FIELD FOR A EL 11.0 1 + / 8��k •' yE ,` � , I ,, ;�t ; � I � � � o �O DISTANCE OF 5', PER 310 CMR 15.255. �. ; 1 '. / - ALL PIPES TO BE SCHEDULE 40 PVC •. . ;, l 1 S0' PEASTONE DRIVEWAY PRIMARY BENCHMARK : NGVD PROJECT BENCHMARK . SEE PLAN FP LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND --- jj _.. _, _ r SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY LOT 3 / / � K ." ✓ I� \ ?' — COMPANY PRIOR TO ANY CONSTRUCTION. • �AREA= 24 75 0 f S.F. 10* `Jol WAY, EXISTING CESSPOOLS TO BE PUMPED AND FILLED WITH SAND. TOP OF COASTAL BANK TOWN DEFINITION C.B./D.H. kP r :1V s J w Q � C.B./D.H. TOP OF COASTAL BANK At74• ,30,. J' ! / STATE DEFINITION 58 w / Cessryeools / 3 LOT 2 WOODEN STEPS / `v 652 Poponessett Road C.B./D.H. Cotult Massachusetts PREPARED FOR C.B./D.H. Kathleen E. Barrett /Benchmark CB DH `Elev. 24.3 NGVD TITLE. BAXTER, NYE & HOLMGREN, INC. Proposed House Renovations LOG P #9893 DATE: 12/4/2000 (Septic Upgrade/Wetlands Perrnit Plan) SYSTEM BOARD OF FINISHED GRADE 23.0 TYPICAL PD PROFILE ENGINEER : HEALTH AGENT F.F. EL = 24.0 STEPHEN A. WILSON ED. BARRY BAX ER, NYE & HOLMGREN, INC. TOP OF NOT To SCALE TEST PIT 1 Registered Professional FOUND. = 23.0 FINISHED GRADE OVER TANK = 23t 24.0f Engineers and Land Surveyors :..:' FINISHED GRADE OVER D. BOX = 231 812 Main Street, Ostwille,MIA 02655 FINISHED GRADE OVER LEACHING SYSTEM 24f 3" (m► 0 O 4" Phone-(508)428-9131 Fax -(508)428-3750 4" SCH. 40 PVC ,. .... (TYPICAL) 4" SCH. 40 PVC FIRST 2' (70 BE LEVEL) " (min)O 9 min Cover E e' OL2 min 36" (max) Cover SANDY LOAM PVC or 12" 10 YR 3 3 H OF M I ' 10" Cl TEES GAS BAFFLE 6" SUMP :•. 4" SCH. 40 PVC Pti� 4sS 0 10 20 30 FINISHED CONSTRUCT ACCESS 2"Layer 1/8"toll/2" yap q BASEMENT ..:. MANHOLE OVER INLET ,• ::_ .:. Peastone S pH Oy .;... ,.... s,.• :•• LEACHING CHAMBE -6 o EN G FLOOR TO TANK TO AT LEAST -. . WITHIN 6" FINISH G .. - � N Omni . •... .. �• .. 6" CRUSHED Slope = 0.005 min ... . . :. .. REINFORCED CONCR . ... ''.• STONE SIo � SANDY .LOAM " ,,, 30 10 YR 4/6 SCALE: "=10' DATE: 4 23 FOOTING 4 PVC p^ 2• 1 1200 MEDIUM SAND SS�ONAL ti�G REV. DATE: REMARKS 42" 10 YR 4/5 ■ C2 MEDIUM SAND & 1500 GALLON SEPTIC TANK (H-20} DISTRIBUTION BOX (H-20) 5' MIN GRAVEL (STRATIFIED) TO BE INSTALLED ON A LEVEL STAB 132"LE BASE TO BE INSTALLED ON A LEVEL STABLE BASE 10 YR 6/4 WW "BM 7 OUTLETS REQUIRED No Groundwater: Observed CULTECO RECHARGER 3 NO WATER ENCOUNTERED 30 H:\2000\2000-88\survey\worsht\200088sep.dw RATE= <2 MIN/IN 2000-88