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HomeMy WebLinkAbout0438 SCUDDER AVENUE - HealthIr 1438 Scudder Avenue Hyannis P 288 008 TOWN OF BARNSTABLE LOCATION 3� SG- QD SEWAGE# VILLAGE A SESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: ( ) c Ld�i'!�/�i !/``'t(/��(size) 5 NO.OF BEDROOMS BUILDER OR OWNER C PERMITDATE: COMPLIANCE DATE: va7 U 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 of leaching facility) Feet Furnished by - C l �' 4 ._- o IZ17 y No. 2,t� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: L Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitation for Misposal 46potem Construttion Permit Application for a Permit to Construct( ) Repair( ) Upgrade(J) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.u�-6 C,���C (aa2 Owner's N e,Address,and Tel.No. )o`n,o aA,cec\ Assessor's Map/Parcel -om OQ:pK N (� Installer's Name,Address,and Tel.No._77LA-3G1Z--06'�i Designer's Name,Address,and Tel.No. 50-6 -,)�N%L Yt vi Qc,qn nee c�ri kS rL u Type of Building: Dwelling No.of Bedrooms -2) Lot Size sq.ft. Garbage Grinder( ) Other Type of Building V-ye:St�ec� �.� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uired) gpd Design flow provided �jL-\�o L1 gpd Plan Date I \`�->\2 ® Number of sheets 2- Revision Date Titl4k 'S k,C 9�n L\ U� Size of Septic Tank n Type of S.A.S. e Ci Description of Soil(5 - <\ cx_ r1 - we - � ex_'- 5 Nature of Repairs or Alterations(Answer when applicable) �\e-USe r.c,\K kC, Air\ - e - \e �c`n c�cw \e WC, c 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. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. - Date Issued -...1 ` -f-,' No. , l_�/ ( Fees Cn/ THE COMMONWEALTH OF MASSACHUSETTS Entered incoml-lir: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTSjt Yes application for 30isposal Opstetn Construction i3ermit Application for a Permit to Construct( ) Repair( ) Upgrade(J) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.L-X5'6 5,Q4 4*-e �1. � Owner's Nattte,Address,and Tel.No. : Assessor's Map/Parcel.L�q�iJCl db- 1 �074JZ_ G ►ca aC "Lftl �i (Installer's Name,Address,and Tel.No.""LA~�"OCZ Designer's Name,Address,and Tel.No. 50-6 l•�'1"1�53 ib x -�'�1� '� c�e, t� tti�1]t�i C S1Crai-1 ��r..UC�C Jae e t' Type of Building: Dwelling No.of Bedrooms: \ Lot SizeM G, sq.ft. Garbage Grinder( ) Other Type of Building ,cNPnA\,\ No.of Persons • Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 1 r l., gpd Plan Date vL `Z Number of sheets 2 Revision Date Title{, 3QL�-,. t Size of Septic Tank V (x,,, \ Type of S.A.S. eC r—\\\.�G Description of Soil~- �e\ , t�. . riC ,� '` (�(� ��-'�3 �� E %6LG.�"`, Y y Nature of Repairs or Alterations(Answer when applicable)?\e-USE' wc._''tie. - 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. Signed Date Application Approved by A/.,-- Date i Application Disapproved by Date for the following reasons Permit No. 7 `t -L� w / Date Issued '' -- - -- - - -- -- -- - - - - - - - - ---- - - --t- -- -- - - ------ ------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system\\Constructed( ) Repaired( ) Upgraded(V/) a, 'Abandoned( at��7J2� �Aoe' has been constructed in accordance \ with the provisions of Title 5 and the for Disposal System Construction Permit No. dated /z�,�L InstallerQO,.O'Cn&C4,&"k(� '!S-c #bedrooms y: Approved desi w 3 gpd k J. The issuance of this permit shallnsfr ll not be coued.aS a-guarantee that the system will function a designed. Date , a �► Inspector 1•), e No. Ut�.1P ° -Fee �MI) THE COMMONWEALTH OF MASSACHUSETTS f PUBLIC HEALTH DIVISION- BARNSTABLE, MASSACHUSETTS Disposal i�ps'tem Construction 3permit Permission is hereby granted to Construct( ) Repair( ) `Upgrade/; i Abandon( ) System located at�� and as described in the above Application for Disposal System Construction Permit. The applicant,recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. ° ' Provided:Construction must be completed within three years of the date of this perm it. Date i �'c rf/�2 j Approved by �owra of Maar�sable egulatory:Services Richard V.Scsli,Interrnn Director -Public Heald.Division Thomas McKeanj Director 2010 Main Street,lElyannis,MA 02601 t?ff cev 508-462-4644 Fax: 508-790=6304 Instalker&UeA-ner Certifi w. cation Form 2 U"ate. Sew e.Permit# I -q Assessor's Des>gner: Address: 12."tilt C 1d, IZd Address:: - ,n Z c� as issued a i it.to in date � p S a } (tin_st_arler} seOt10 system at ? c`,jj ";1 x - basecl on a design drawn by . (address) aa dated .. '(designer}" I certify that the septic systerzi referented aborre was installed substantially according to the deszgn,;wkxz0. may inolude minor approved,changes such as lateral relocation of the d.istributi,6nlbox.and/or septic tank, Strip out (if required) was inspected:and the'soils were found.satisfactory.,; I.oeertify:that the septic system referenced above was':installed with major changes (Le:than l0'�lateral relocation of the SAS or:any Yerticai relocation of any component r e septic system}but in"accordance with.'State&:Local.Regulations. Klan revision or certified,as=buzIt by designer to"fo}law:. Step out(if required)was inspected:and the:soils Were found satxsfacto`,ry ,, I certify,that the system referenced above was constructed it ;,with the terms of tfe ppro�al letters°(if applicable) T m er's'Signature) 35��" (Designer'szgrtature} (A ix Resign'. ere} PLEASE RETURN TO.BAR.NSTASLE FUFLIC HEALTH DIVISI€}N 'CERTIFICATE 'OF CUWLIAN"ClE<R�II,L "NET.BE �ISSIJED 'WT' L BOTH:THIS F®RM AND AS B1C71 CrRD'ARE Rl%CEIVED BY 1"HE BARNSTABIE PUBLIC NV. TkIAI'�IK'�f7Ll. gisdpti� gnerCect fu.atton form f2ev;8 l� 13:dac Etig neers nate:'This ceabfrcation is limited to an as-bola inspection of system components as installed pridr to tiacicfilf.The engineer did not supervise construction onhe systerh The mstaeerassurrtes respansiiaGty tar aft materials',workntaaship,.bacltftlling ta066.c fledgradss Wth.proper corripactiorr and seWt o risersicpVers as:si owin.ori the design p(san, No. � 50� Fee i a THE COMMONWEALTH 004MAS6ACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for ;Biqoal *r5tem Conotruction Permit Application for a Permit to Construct( )RepairNUpgrade( )Abandon( )Xcomplete System O Individual.Components Location Address or Lot No.436 Sc Po-*- Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �abesW c �3 il-R`Q �m�►roncrer�`h�� ��� t r Type of Building: Dwelling No.of Bedrooms Lot Size c_-Z3i 2x%sq.ft. Garbage Grinder("YA Other Type of Building camt No.of Persons Showers( Cafeteria( ✓� Other Fixtures n Design Flow 3 gallons per day. Calculated daily flow a:10 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank O Type of S.A.S. b jC i Description of SoilQ �_Gp Nature of Repairs or Alterations(Answer when applicable) Qk— 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 provis ons of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been i ue y this Bo d th igned Date o 14, Application Approve Date Application Disapproved for the following reasons Permit No. "— Date Issued «*r.wF.+*.r•sa•.�..",�y^'n^...�•a..•'^....:dew.�-.,..-•,w..,...+K^•a.,,,.(..;;_y •^r aegaw"h'W-•r'�+'.v.+.nM'rr.,.l"s,w.-mac41'M" �+'MY I —'a..r"Y'^.;s,w.y4F'Y..•-.ww.ryw,,,...,. ..,.'s...,,,....r+::w•�^'^rr7w...,ws1 ^. .., - , X, /0 a No. ,. Fee 1' t� Entered in computer: ;0` HE-COMMONWEALTH S ACHUSETTS _ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS f Zip Aication for �Digogar bpotem Cougtruction Permit Application for a Penn ii to Construct( )Repair( `Upgrade( )Abandon( ) Complete System ElIndividual Components Location Address or Lot No.4W ;.X �C Au£'• Owner'ssNN•ame,Address and Tel.No. Assessor's Map/ParcelA (7�8 SflM Installer's Name;Address,and 1.No �, Designer's Name,Address and Tel.No. '�UICA C � 'C 1J ��H AS ti 'c �Cc a14; MA 1�. �C 62 �'FO"kM:OA A �' t 'r t� Type of Building: Dwelling No.of Bedrooms Lot Size 3 c 3sq.ft. Garbage Grinder( / Other Type of Buildin No. of ersons Showers( Cafeteria( ►'') Other Fixtures 2 i✓C ,�G �: }C hQr tt� ` c, 6411.4_ Design Flow Jd gallons per day. Calculated daily flow .' y gallons. Plan Date t �'� N tuber of sheets Revision Date Title M � - `-5. 5A2o) V C; (;60 Size of Septic Tank x -1U f Type of S.A.S. h + S �!SQ X t o _ Description of Soil R& µ 4�eNature of Repairs or Alterations(Answer when applicable) Date last,inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system rw. in accordance with the provisions of Ti,le 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has be-e.Nu Wtis Bo d f~e�x Signed Date Application Approve __- Date 331 Application Disapproved for the following reasons Permit No. Date Issued" a. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CE''I'I , t t th On-s' a Sewage Disposal System Constructed( ) Repaired( )Upgraded ) Abandoned at 3�� �uC Y �' i a.ni s Y has been constructe/ in a&9roance with the provisions f Title d the for Disposal System Construction Permit No. orZo d/ —_9 dated / 7 Installer Designer The issuance o thi� shall not be construed as a guarantee that the s •ate wil' ,unctio desigf Date / Inspector ' I` i - 7 . K�'` — No. 5 � �'j—. --------- ------ ---. Fee /per THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migool *p$tem Cou.5truction Permit Permission is hereby j:# ed to Construct( ) epair( )Up�gr/adde`(�)Abandon( ) / l System located at rcc� 1 J �/ � S'f'�Jam?'^` 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: Construction ipust br,completed within three years of the date Cofthilser3mit Date: Approved b PP Y TOWN OF BARNSTABLE N LOCATIO �C.UCQD— SEWAGE # VILLAGE A SESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY_ LEACHING FACILITY: ( ) c(.d�ie'�lL� NO.OF BEDROOMS BUILDER OR OWNER PERmITDATE: COMPLIANCE DATE: a7 0 _ 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 Wedand and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ein 6R, ��' Town of Barnstable �fHE Tn O Regulatory Services Thomas F. Geiler, Director • BARNSTABLE, 9q, 613S. Public Health Division ArFp ,�s Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 09/27/04 Designer: Shay Environmental Services, Inc. Installer: Robert Septic Services. Address: P.O. Box 627 East Falmouth Address: 5 Trenton Street MA 02536 Yarmouth, MA On 9/22/04 _Robert Septic Service was issued a permit to install a (date) (installer) septic system at #438 Scudder Avenue , Hyannisport MA based on a design drawn by (address) Shay Environmental Services, Inc. dated 9/21/04 (designer) 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. T 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. H OF Mq,sq o� CARMEN G N-A (Ins a11e s Si re) o E. it SHAY No. 1181 i �is1ER C SgNITAR\P� (Designer's Signature) (Affix Desi tamp Here) lt� 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:Health/Septic/Designer Certification Form ATLANTIC ENVIRONMENTAL -- P.O.BOX 2384` ~ MASBPEE,.MA 02649 Attn: Commonwealth of Massachusetts Date: 05/19/96 Town of Barnstable Board of Health 367 Main Street Barnstable, MA 02601 From : Mr Michael DeDecko Po Box 2384 Mashpee MA 02649 Dear Board of Health Official; I certify that I have personnally inspected the sewage disposal systems at the following address : 438 Scudder Ave,Hyannisport Ma. The informations reported are true,accurate and complete as of the time of the inspection. If you have any questions regarding this inspection,please contact me at this number: (508)477-14-20. Thank you. Sincerely, b a� Michael DeDecko phone 508 477-1420 1. Commonwealth of Massachusetts Executive of Environmental Affairs Department of Environmental Protection SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 438 Scudder Ave. Hyannisport, Ma. Address of Owner: Rita &Austin Bell (if different) P.o Box 411, Hyannisport Ma 02647 Date of Inspection: 05/17/96 Name of Inspector: Michael DeDecko Company Name, Address and Telephone number: Atlantic Environmental P.o Box 2384 - M ashpee Ma 02649. Tel : (508) 4771420 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is 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 -X-- Passes -- Conditionally Passes ---- Needs further evaluation by the local Approving Authority ---- Fails Inspectors Signatur : ` Date: 05/19/96 The system Inspector shall submit a copy of this inspection report to the Approving Authority within thirty (30) days of completing 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 owner shall submit the report to the appropriate regional office or the Department of Environmental Protection. The original should be sent to the system owner and copy sent to the buyer, if applicable and the approving authority. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 438 Scudder Ave. H annis art Ma. P y y P . Owners : Rita Bell Date of Inspection 05/17/96 INSPECTION SUMMARY: Check A, B, C, or D A) SYSTEM PASSES: --X-- I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CM 15.303. Any failure criteria not evaluated are indicated below B)SYSTEM CONDITIONALLY PASSES: ---- One or more system components need to be replaced or repaired. The system, upon completion of the replacement or repair, passes inspection. Indicate yes, no, or not determinate (Y,N, or ND). Describe basis of determination in all instances. If "not determinated", explain why not. ---- The septic tank is metal, 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 conforming 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 pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if (with approval of the Board of Health). ---- broken pipe(s)are replaced ----- obstruction is removed -- distribution box is levelled or replaced ---- The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if (with approval of the Board of Health): -- broken pipe(s) are replaced ----- obstruction is removed f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address : 438 Scudder Ave. Hyannisport Ma. Owner : Rita Bell Date of Inspection: 05/17/96 C) FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: - Conditions exist which require further evaluation by the Board of Health in order to de- termine if the system is failing to protect the public health , safety and the environ- ment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: ---- Cesspool or privy is within 50 feet of a surface of water ---- Cesspool or privy is within 50 feet of a bordering vegetated wetland or a small marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IFAPPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNC- TIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT. ---- The system has a septic tank and soil absorption system and is within 100 feet to a surface water supply or tributary to a surface water supply. ---- The system has a septic tank and soil absorption system and is within a Zone I of a public water supply well. ---- The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. ---- The system has a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analy- sis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate notrogen is equal to or less than 5 ppm. D)SYSTEM FAILS: - I have determined that the system violates one or more of the following failure criteria as defined in 310 CM 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to cor- rect the failure. Backup of sewage into facility or system component due to an overloaded or or clogged SAS or cesspool. 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 438 Scudder Ave. Hyannisport,Ma Owner: Rita Bell Date of Inspection : 05/1796 DJ SYSTEM FAILS (continued) - Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. --- Static liquid level in the distribution box above outlet invert due to an over- loaded or clogged SAS or cesspool. --- Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow. --- Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). number of times pumped --- Any portion of the S oil Absorption System, cesspool or privy is below the high groundwater elevation. --- Any portion of cesspool or privy is within 100 feet of a surface water supply ortributary 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 ana- lysis. 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. J SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 438 Scudder Ave. Hyannisport, Ma. Owner: Rita Ben Date of Inspection : 05/17/96 E) LARGE SYSTEM FAILS: The following criteria apply to large systems in addition to the criteria above : The design flow of system is 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 : --- the system is within 400 feet of a surface drinking water supply --- the system is within 200 feet of a tributary to a surface drinking water supply --- the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area - IWPA) or a mapped Zone I I of a public water supply well. The owner or operator of any such system shall bring the system and facility into full compli- ance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please, consult the local regional office of the Department for further information. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 438 Scudder Ave. Hyannisport Ma. Owner: Rita Bell Date of Inspection: 05/17196 Check if the following have been done : -x Pumping information was requested of the owner , occupant and Board of Health. --x None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during the period. Large volumes of water have not been introduced into the system recently or as part of this inspection. --x As built plans have been obtained and examined. Note if they are not available with N/A. --x The facility or dwelling was inspected for signs of sewage back-up. --x The system does not receive non-sanitary or industrial waste flow. --x The site was inspected for signs of breakout. --x All system components, excluding the Soil Absorption System, have been located on the site. -x The septic tank manholes were uncovered, opened and the interior of the sep- tic tank was inspected for conditions of baffles or tees, material of construc- tion, dimensions, depth of liquid,depth of sludge, depth of scum. ---x The size and location of the Soil Absorption System on the site has been deter- mined based on existing information or approximated by non-intrusive methods ---x The facility owners .and occupants if different from owner were provided with information on the proper maintenance of Subsurface Disposal System. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 438 Scudder Ave. Hyannisport, Ma. Owner: Rita Bell Date of Inspection: 05/17/96 RESIDENTIAL: Design flow :3 gallons Number of bedrooms : cD3 Number of current residents: C� Garbage grinder (yes or no) : N� Laundry connected to system (yes or no): �t Seasonal use (yes or no): jxx Water meter readings, if available:d' . Last date of occupancy : V-�t,, , COMMERCIAL;INDUSTRIAL : Type of establishment: Design flow : gallons/day Grease trap present: (yes or no) Industrial waste holding tank present (yes or no) : Non-sanitary waste discharged to the Title 5 system (yes or no) : Water meter readings, if available : Last date of occupancy : Other: (Describe) ............................................................................................................ Last date of occupancy: GENERAL INFORMATION PU M PI N G R E CO R D S and source of information ............1.` $1 ......................................I........ System pumped as part of inspection (yes or no) :....Y:'..Q.......... If yes, volume pomped : .................... gallons Reasonfor pumping :............................................................................................................ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 438 Scudder Ave. Hyannisport, Ma. Owner: Rita Bell Date of inspection: 05/17/96 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 any) -� Other [explain)... APPROXIMATE AU of all components, date installed(if known) and source of information GY . ......(y. .u............................................................................................................... ................................................................................................................................................ ................................ Sewage odors detected when arriving at the site : byes or no).....1`.�.. SEPTIC TANK : ...!U�7..... (locate on site plan) Depth below grade: .......... Material of construction: ....... concrete ......... metal ........ FRP ........ other (explain) ................................................................................................................................................ Dimensions: .................. Sludge depth :............... Distance from top of sludge to bottom of outlet tee or baffle:.............................. Scum thickness ....................... Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle :......................... 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.)...................... ................................................................................................................................................ ................................................................................................................................................ ................................................................................................................................................ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 438 Scudder Ave. Hyannisport M a. Owner: Rita Bell Date of inspection: O5/17/96 GREASE TRAP : .....W 0...... (locate on site plan) Depth below grade: Material of construction: ........concrete.........metal........FR P........other(explain).... . .......................................................................................................................................... Dimensions:............................... Scum thicknesss.......................... D istat)ce hori i top of scum to top of outlet tee or baffle:....................................... Distance Ruff, buttorn scum to button, of uutlet tee ui baffle:............................... 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.)........................ ................................................................................................................................................ .............................................................................................................................I.................. TIGHT OR HOLDING TANK,S:...NQ..... (locate on site plan) Depth below grade:............... Material of construction:........concrete........metal.........FRP..........other (explain).......... ................................................................................................................................................ Dimensions:............................ Capacity:....................gallons Design flow:...............gallons/day Alarm level............................... Comments: (condition of inlet tee, condition of alarm and float switches, etc.) ................................................................................................................................................ ................................................................................................................................................ i C SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PAR T C SYSTEM INFORMATION (continued) Property Address: 438 Scudder Ave. Hyannisport Ma Owner: Rita Bell Date of inspection: 05/1796 DISTRIBUTION BOX:..0. (locate on site plan) Depth of liquid level above outlet invert:................... Comment: (note if level and distribution equal evidence of solids carryover, evidence of leakage into orout of box, etc.).................................................................................................................. ................................................................................................................................................ ................................................................................................................................................ PUMP CHAMBER:...�1.�...... (locate on the site) Pumps in working order: (yes or no)............... Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.).................... ................................................................................................................................................ ................................................................................................................................................ SOIL ABSORPTION SYSTEM (SAS]:... 11j.......... (locate on site plan, if possible; excavakidn not required, but may be approximated by non- intrusive methods) if not determined to be present, explain: ................................................................................................................................................ ................................................................................................................................................ Type: leaching pits,number: .................. leaching chambers, number:........ leaching galleries,nuriiber:........... leaching trenches, number ,length:..................... leaching fields, number, dimen ions:................... overflow cesspool, number:..�.�..b�c��u 5, tr t��cF,W4�ys�c � Z 4,Xrwov"s Comments: (note ponditi+ �f soil, signs of hydraulic failure, level o�pgnding, cot(dition.of vegetation, etc. .. . �.d.f..o...: S�,I..S�f�r41, �.W.S� !, a�. r1 .Vl�G.....:..II..�,�y .a. ►s.t�.�4V S.. .I..CJ.!. ..!u r'..P:�.mor.,te ...n�...1404 ..17J....... .................................... SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PAR T C SYSTEM INFORMATION (continued) Property address: 438 Scudder Ave. Hyannisport Ma. Owner: Rita Bell Date of inspection: 05/17/96 CESSPOOLS:..0..... Se'c (locate on site plan) Number and configuration: . wi�d................ Depth-top of liquid to inlet inver ��.K�a cU..l�a�h�r�5�,%�, u l �' �' ��� N P eT= �`c Depth of solids layer: .................. Depth of scum layer: ..`..................... e .q •, �. `.p..•., },:_•,t ! �'1 y L 1rJ '1 F:.F',rj.���ar�; b.'.G Y;,., �. !` ,s4�sx:.'L cy,r S Dimensions of cesspool: x Materials of construction: a'u-z "t (loci. Indicator of ground water: ...*?D........... inflow (cesspool must be pumped as part of inspection) ................. Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, et ::�Y�....�-7.��...c�NC�.!1.1:,7...�.. PRIIVY : ....N0...... (locate on the site) Material of construction: ................................... Dimensions: ...................... Depth of solids: ................ Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.). ................................................................................................................................................ ................................................................................................................................................ T SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address : 438 Scudder Ave. Hyannisport, Ma. Owner: Rita Bell Date of inspection: 05/1?;96 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate at wells within 100`. (,Dl r"X�,� l �f I��Tchs.,�t Q<1�..rtihs�2 a� 1 (.CIL A✓e, i DEPTH TO GROUNDWATER: Depth to groundwater: ;L1.0-feet Method of determination or approximative: _ U:5:..9to�'.q�CW'... 2�5 .. ✓�'.. `?!�.m '... `!S?!�`�4...!�.� > 1�,...RT.... —..)G..4.� . .................................................................... ................................................................................................................................................ EXISTING CONTOUR 1: q�} / , , • x 100.98 EXISTING SPOT GRADE EXISTING WATER. SERVICE ppO50"R0 EXISTING GAS SERVICE hs, `" k•• s_mrth si"".. u`; L .' if' G Ave --O.-H.-�I�OVERHEAD WIRES •� `' .t � '�^ '. � t� TEST PIT �9418 ft A.a = BENCHMARK LEGEND ae $ '100 LOCUS MAP N 27'50'09 E fence / 100.29 73 SHED + 106 060 x 10 , 3 10 68 x PATIO 106.25 'n to Ln EXISTING S.A.S. z 06,35 x 105.97 105,57 TO BE ABANDONED i i 0 � j x 105.48 PROPOSED S.A.S. Q 5 LC-6 UNITS SURROUNDED j TP-1 TP-2 x 105,32 WITH 3.5' OF STONE, ALL SIDES �^ � � i �� 105.08 _--37'--_� + �. i ��,,!�. r�T 26' I 1 4.97 O :y0 O O O EXISTING SEPTIC TANK x 105,03 i `'� `:`.' _' r VENT 1500 GALLON POLY TANK L INV.(OUT).=100/35t �\ ���4-�3 o k �\ 104,5 Z x10 + c� 4.05 104.85 Ln BENCHMARK-.,_�. 103.29_-_- BMLn x :.,_ _ v -_ T OUTSIDE COR./STEP ___ v, EL.=103.31 103.31 103,29 x� i 103,2 103,68 m + 104.2 29.4' GARAGE DEC 0 102.77 103.19 x x Z 103.07 rinse 103,2 fence o ;EXISTING `O HOUSE(#4M) T.O.F.=104.2f' DRYWEL 10 _ / x 101.82 1 101.53 Q — — 101.90 :•jW.:.:`. •:. — — o PETER T. McENTEE � I o CIVIL ;�' 10 .34 G x 101,55 NI b C.;. 109 +0.8v. LOT 2 : = No.C35 \x' :i00.73- 23,338tS.F. CBD S2 33 p., x 101.09 20 100.70' 0 c z I kZ`"3 �"Zl 99.84 - WSD S 38'31'50" W x 100.09 edge 100.51 I CBDH of o 100,28 Pavement 100.53 T100.74 OWNER OF RECORD SCUDDER A VENUE MORESHEAD, JOHN A & KAREN W P.O. BOX 302 HYANNIS PORT, MA 02647 PARCEL ID: 288-008 Engineering by: SCALE DRAWN JOB. No. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. 1"=20' P.T.M. 298-21 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No. 438 SC U DDER AVENUE, HYANNIS, MA (508) 477-5313 12/13/21 P.T.M. 1 of 2 Prepared for: Quinn's Excavation, P.O. Box 599, Forestdale, MA 02644 ri NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 100.2 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER AND COVER INSTALL RISER & COVER OVER ONE CHAMBER(MIN.) OUTLET AND SET TO 6" OF FINISH GRADE SET TO WITHIN 6" OF FINISH AND SET TO WITHIN 3" OF FINISH GRADE TO SERVE T.O.F=104.2f GRADE AS AN INSPECTION MANHOLE. F.G. EL.=103.3f .G,. EL.=104.5t F.G. EL.=105.2t F.G. EL.=105.3f EXISTING /{ CHARCOAL VENT L = 11' L = 28' S=1% (MIN.) p S=1% (MIN.) T 4"SCH40 PVC 4"SCH40 PVC 6" u 10"I E 0 TO 1/22 DOUBLER 14" 6 12" mi I 1 WASHED STONE EXISTING 48" UQUID INV.=100.35 (OR TO FILTER FABRIC) LEVEL INV.=99.98 15' 3' 3.5- GAS PROPOSED " // • �as INV.=100.15 � EFFECTIVE WIDTH = 10' DOUBLE 1WASHED ". INV.=99.70 H-20 RATED STONE EXISTING 1500 GALLON POLY SEPTIC TANK USE 5 LC-6 LEACHING CHAMBERS IN SERIES WITH 3.5' OF DOUBLE WASHED STONE ON ALL SIDES H-20 RATED NOTES: TOP CONC. ELEV.=100.53 --- -BREAKOUT --- 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=99.70 I E3 E3®®E3 E3® I ELEV.=100.20 INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=98.70 2) D-BOX SHALL BE SET LEVEL AND TRUE TO 3.5' 5 x 6' = 30' 3.5' GRADE ON A MECHANICALLY COMPACTED SIX 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 37' INCH CRUSHED STONE BASE, AS SPECIFIED IN PERVIOUS MATERIAL 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W. 3) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM OF TP, EL=93.7 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE N.T.S. GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOG BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: DECEMBER 10, 2021 PERC# 21-315 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE SOIL EVALUATOR: PETER McENTEE PE, SE-1542 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: WITNESS: DON DESMARAIS RS HEALTH AGENT -310 CMR 15.405(1)(b):. LOCAL UPGRADE APPROVAL HEALTH AGENT 1) A 3' variance to the 3' maximum cover requirement, for up to ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 6' of max. cover. S.A.S. shall be H-20 and vented. 105.2 A 0 105.2 A 0" 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE MED. SAND MED. SAND DESIGN ENGINEER. _ 104.2 1OYR 4/2 104.4 1OYR 4/2 4. ANY CONDITIONS ENCOUNTERED DURING'CONSTRUCTION DIFFERING SAND MED. SANDED. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN MED. 6 ENGINEER BEFORE CONSTRUCTION CONTINUES. 5/ 1OYR 5/6 102.7 C 30" 102.9 C 26" 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. PERC 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 18"/36" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. MED. SAND MED. SAND 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 2.5Y 6/6 2.5Y 6/6 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 93.7 138" 93.7 138" CONSTRUCTION. 11, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS NO GROUNDWATER ENCOUNTERED IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND PERC RATE: <2 MIN./IN. "C' HORIZON REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC r------,---- ---------- SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. I 4 KNOCKOW 20"DIA COVER DESIGN CRITERIAto ' 4"KNOCKOUT 4'KNOCKOUr M NUMBER OF BEDROOMS: 3 BEDROOMS i (0 i SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) a' KNOCKOUT <2 MIN/IN L-_________ ----J DESIGN PERCOLATION RATE: / DAILY FLOW: 330 GPD DESIGN FLOW: 330 GPD r 72" PLAN VIEW GARBAGE GRINDER: NO-not allowed with design LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF .74 GPD/SF r------- -------� r- -� ® ® ® 0 ® ® ® 22' ® 0 ® EXISTING SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 1 OUTLET (MINIMUM), H-20 RATED 'N12 i ® ® ® ® ® ® ® USE 5 LC-6 LEACHING CHAMBERS IN SERIES WITH t r 72" "l r- 36" 'l 3.5' of DOUBLE WASHED STONE ON ALL SIDES SIDE VIEW END VIEW SIDEWALL AREA: (10.0' + 37.0') x 2 x 1' = 94.0 SF WIGGIN LC-6, H-20 LOADING BOTTOM AREA: 10.0' x 37.0' = 370.0 SF TOTAL AREA:............................................................. 464.0 SF LEACHING CHAMBER DESIGN FLOW PROVIDED: 0.74 GPD/SF(464.0 SF) = 343.4 GPD Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. N.T.S. P.T.M. 298-21 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No. 438 SCUDDER AVENUE, HYANNIS, MA (508) 477-5313 12/13/21 P.T.M. 2 of 2 Prepared for: Quinn's Excavation, P.O. Box 599, Forestdale, MA 02644 --------- --- - — — - SECTION A -A — --------- -- ow>v�l rtr+uar l 10' min. from - "NOTE: ALL PIPES ARE TO BE 4' SCHEDULE 40 P.V.G. VENT PIPE O Least 24 Inches tall) ALL OUILET►�5 FROM THE 5+"'�� I 1�f E�ds4tg Foundation house to septic tank Schedule 40 PVC w/Charcool odor Filter PROFILE VIEW OF ADDITION TO LEACHING SYSTEM DISTRWTx1N Box SHALL BE � TOP If FOUHDAT1Ur ELEV. 100M (Asauwed) Septic bm* must be O SET LEVEL FOR AT LEAST 2 FT. 12• CONCRETE COVER 'a >Ap;.4t cave i� > .v't_.r.i_ .^' m ► �1y within 6 BL of fWahed grade 3' of 1/8' - 1/2' washed Peaston Grade over Septic Tank - 99.00 Grade over D-Bw- 100.00 over SAS - 100.00 3/4" to 1 1/2 Washed Crushed Stone r <\ KNOCICOlt1SnET S 4 PVC(CAPPED)WSPECTION PORT 10 BE OURET +�) I tY ra.ET c 0.02 3 HOLE H-10 MtSTALLFD AND TO BE 1NW e• OF GRADE t . ' DIST. Box 3' Nadmum Cove Top Load - Elev.:88.30 14 10 NEw --- S__0.01 or Greater Top of SAS - Elev. -95.00 -a4 r 2 rYTST.PIPE to 1,500 GAL. X ,n �. S- 0.01' per foot or greater ♦ i/co tss' FROM EXIST. F0111DATI11M t,.L ^ SEPTIC TANK N 0"Ef ectke Depth 4" - SCH. 40 T• t.7s• 'f `-. CONCRETE FULL „ , H-10 tr)N PLAN SECTION CROSS—SECTION 7 Units a 6,25' 44A11' > 1 01 o' 83 (10 inches) A 3' 3' 1 ui - S +t y rn 1 4' 3 3 1 SYSTEM PROFILE R 3 HOLE H-10 DISTRIBUTION BOX I 8 in.of 3/4'-1 1/2• 1 i `► c composted on. i o u > 0' .' k I T+ed+eo4 Not to Soak ; c' �aei 4' 4' II Effective Length NOT TO SCALE WM P.M WysaryOlsl+ y� L [-2�" 'v S❑IL ABSORPTION SYSTEM (SAS) GENERAL NOTES 6 bear 3/4•-1 1/2• 8 10 v ' compacted stone EPRecttve visit, INF ILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE O'BRIEN NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE m 1. Contractor is responsible for Digsofe notification Bottom of Test Hok 1 Elea-89.00 (OR EQUIVALENT) Not to Scale and protection of all underground utilities and pipes. v Obs. Groundwater - Test Hole 1 Elev-= NONE OBSERVED NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 10" 2. The septic tank anj distri ution box shall be set level on 6" of 3�4 -1 1 p2" stone. 3. Bockfill should be clean sand or gravel with no stones over 3" in size. -PERCOLATION TEST 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance Date of Percolation Test: SEPTEMBER 20, 2004 with Title V of the Massachusetts state code, the approved plan Test Performed By. CARMEN E. SHAY, R.S., C.S.E. and Local Regulations. Results Witnessed By. WAIVER (per BARNSTABLE B.O.H.) p029' 6. If, during installation the contractor encounters any Excavated By: SHAY ENVIRONMENTAL SERVICES, INC. ' soil conditions or site conditions that are different Percolation Rate: Less Than <2 MPI from those shown on the soil log or in our design installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. TeNo H1 le - SHED 7. No vehicle or heavy machinery shall drive over the .-- - septic system unless noted as H-20 septic components. DEPTH 50115 ELEV. LOT #2 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. 0 100 Sandy 23,338 Square Feet 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. ' +/- Loom O 10. All solid piping, tees & fittings shall be 4" diameter 10 TR 3/2 O Schedule 40 NSF PVC pipes with water tight joints. �0'-8" A, 99-25 p'-� 11. Municipal Water is Connected to ALL OF The Residence and Abutting Loamy M TEST HOLE #1 �� Properties Within 150 Feet. S"- 30• Be 97.50 THE PROPERTY LINES ARE APPROXIMATE AND ` t�© Oa COMPILED FROM THE SURVEY PLAN SMANND ENTITLED - "PLAN OF LAND OF HYANNISPORT, MA 25 v 7/4 DATED November 9, 1992, PLAN BOOK 491 PAGE 85 30'- 132 C 9.00 ~12 S>' a ., / AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN D-Box 50 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN tY THE SEPTIC SYSTEM INSTALLATION. 10� _ '� • - Failed EXISTING CESSPOOL TO BE PUMPED OUT AND R Cesspool N/F BABARA SHEA FILLED IN PLACE OR REMOVED TO FACILITATE INSTALLATION OF NEW SAS. _ LOT #1 : r NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE Perc #1 '�� _? • %f FROM THE EXISTING CESSPOOL TO BE DISPOSED Depth to Perc: 30" to 58" �D�' ¢ * � OF AS PER BOARD OF HEALTH SPECIFICATIONS. Perc Rate= Less Than 2 MPI NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Observed ESHWTO - NONE OBS.- 132" Assumed ADJUSTED H2O Elev. = NONE OBS. - 132" Assumed ASSESSORS MAP 438, PARCEL 008 Design Calculations — - - O L E G E N Number of Bedrooms: 3 Equivalent to 330 Gal./Day 25' 1500 gale Garbage Grinder: No Septic Tank ir1 Leaching Capacity Proposed: 440 Gal./Day Minimum _ 104 11 DENOTES PROPOSED Septic Tank : - 2 x 440 Gal./Day = 880 USE EXIST. 1,000 GAL. Septic Tank. - SPOT GRADE SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch nt Bottom Area: 0.74 gal/sq. ft. x 500 sq. ft. = 370 gallons 98 — X 104.46 DENOTES EXISTING Sidewall Area: 0.74 gal./sq. ft. x 99.6 sq. ft. = 73.7 gallons SPOT GRADE Providing: = 443.70 gallons --' EXIST. PL PROPERTY LINE Use: (7) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEP DECK _ 9 8 TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3' OF WASHED STONE - 96P PROPOSED CONTOUR ON THE ENDS. NO STONE UNDER. ----- --_ ----- — _ — - PROJECT BENCH MARK — — — — — —97 EXISTING CONTOUR Ilr - EXISTING TOP OF FOUNDATION 3-24' DIAkI ACCESS MANHOLESI I 00 100. = . Assumed to' -s• I I 3 BEDROOM ELEV (Assumed) DEEP TEST HOLE & HOUSE 6E FOOT LASI STOCKADE FEON TEST NCE ON #438 INLET j l`j / Y ou Er ASPHALT DRIVEWAY i t.' THE ACCESS COVERS FOR THE SEPTIC TANK, CD I l P OT PLAN DISTRIBUTION BOX AND LEACHING COMPONENT ---, SHALL BE RAISED TO WITHIN 6' OF FINISHED GRADE. ��. I � �'�� PROPOSED 0 P 0 S E D SEPTIC SYSTEM UPGRADE G RA D E STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS O PLAN VIEW ON ALL OUTLET TEE ENDS ' PREPARED FOR � 3-24-REAq� COVERS � � , , � M R . J A M E S CLOVER - 4 3• min.dearss ce INLET 9• T mh. 2•T min. wwi to outlet t -,� — -,-�, u; OUTLET zo ��, ----: --- #438 S C U D D E R AVENUE �$ 5• -r � H YA N N I S P 0 R T�. - 4'-0' min. -- ---�----- --1 >oo./o> , MA PREPARED BY: — - •;o_o:- =-s.-Ir � ------- --- --- -- - — A CA E. AS'H�1 Y CROSS SECTION END-SECTION o SHA ENVIRONMENTAL SERVICES, INC. A VE 1�T Z1F �F 0 20 40 50 0 � o P.O. BOX fi27 TYPICAL 1500 GALLON SEPTIC TANK ofsT EAST FALMOUTH, MA 02536 NOT TO SCALE (40 FOOT RIGHT OF WAY) SANITAR\P� TEL/FAX 508-539-7966 (H- 1 O LOADING) b i � � 1^rn�1CQ('/ "=20' DRAW y N BY: CES DATE: SEPT. 21 , 2004 SCALE: 1"=20' SCALE: 1 PROJECT#SD637 FILENAME: SD637PP.DWG SHEET 1 OF 1