Loading...
HomeMy WebLinkAbout0057 CURRY LANE - Health 57 CURRY LANE Osterville A= 142 - 154 i i TOWN OF BARNSTABLE - ,�Z ^� z5 LOCATION SEWAGE# _ ' VILLAGE A SESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. 6 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) I' (size) l.,v NO.OF BEDROOMS OWNER PERMIT DATE: 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 leaWinicility) — Feet FURNISHED BY N 9L qu° N V� W N . 'Tthll�T't)lF Bla:1�NST , L4C�►fi IQl'`i SWAG �'ILLi�.4i]a I t9'Tt 1. It's DTAME 1�PgYOMT NO s�1:P'I`tC 7AN L"/ FtCI—y � Y�QlI1:.)D t�R®WNIGt� 1�k�iT1��►'X'� UA N Sepinuon BartaL l etvieeta t��a' / Maxl�tuml�}ustetJ Gtauteciwatet Ta le to tltc l3attam of Lexchtn�l��icilit)+ pa1vBs; IaBcr Supply U�u91' icl Leaet�t�g 1Acr#aty ►yo19s cxfst o silt a�within'7AD feat of lenctuoig fstcibty) ...» :. Do irctui�cyf�Iet��nd said Leachtnigixcibity( +Y wetlan8�existpeel ivjtiau�3QQ fCet of leacl �g�`ucltry} 'f � D i T's � 1 � r ' r Q � U ( 4 'I' 1hlN.d�lF 8'ARNSTAI LOC '�'i0N s7•CG sre�, SEWAGE v ,>✓ .�� r v; 11 a ,osl~sson's i► ;Loxes 7 'INSTALMR N P1 ENE NO 9EF'CIC T,gi1�CAP ACTT Y LEACI3]N�VACILTT'Y 0 'less�is cssde) X � Id0 .;4F'I�FDRtOCy1V1S -� ',� mlfF.18 OIL©Wilt ln111/IITMA'Z'L Sep�Won�t��rt��-Betviee[a t��a' ,. Maxia uml�justeci Giauiaciwatet Tshleta tI t6ttoMbf-Ukhtng Ity ltva9a:`dU�cr Sapply Vloal'in�d d„ awtag Paoaltty asty �el9scxfsteai a eltcs:0*41n 2(0.fe4 fstcitaty) Ftluh cyf 91/ 9atitl aalid LeacR tng 1F ci1l¢y( _My.wetlt+nd5 ex'ast use i � � �� l Q � - - - w � � � � � �.. R� = I `- � - � �. _ __ � � ' � t ll No. oil — 'q"�_ Fee l� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes appf ration for Bisposaf 6pstem Construrtion i3ermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. tJ 7 Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel OS;t- eVVP Installer's/Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ly►tt..'w'� �? o Type of Building: 9 Dwelling No.of Bedrooms Lot Size l S sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -3 3() gpd Design flow provided d[ Plan Date Number of sheets Revision Date fix/ [iW' Titlefed Size of Septic Tank s� Type of S.A.S. Description of Soil r �� Un!bl`� Wdte Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction an aintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 f th E vironment6�and not to place the system in operation until a Certificate of Compliance has been issued by this Boar of alth jJ n a Signed Date Application Approved by —`Wt� Date Application Disapproved by Date for the following reasons Permit No. ;�©l 1^ y Date Issued — a X st 9 No. 0 1 -1 _. Fee 100 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS 01 ltlYicatioYC for I8tJD8aY 6pstpuf Construction Permit Application for a Permit to Construct(• ),. -Repair( ) tpgrade'( .) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 5}Z Ll Owner's Name,Address,and Tel.No. Assessors Map/Parcel o rv * Installer's Name,Address,and Tel.Not Designer's Name,Address,and Tel.Uo. Type of Building: Dwelling No.of Bedrooms ", Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ?, 30 gpd Design flow provided //gpd/ Plan Date Number of sheets Revision Date Title Size of Septic Tank / Q� I`� U Type of S.A.S. Description of Soil ,.. '°5 1 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: S ' Agreement: d The undersigned agrees to ensure the construction an aintenance of the afore described on-site sewage disposal system in c accordance with the provisions of Title 5(Ith E I vironment o e and not to place the system in operation until a Certificate of Compliance has been issued by this Boar . Ith� f 1� Signed Date 22-f. C Application Approved by ZD >' Date L(— —1:q Application Disapproved by r Date for the following reasons Permit.No. p(9-� ���' Date Issued 7 7—t 9 --------------------------------------------------------------------------------------------------------------------------------------- . `1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by Qr ✓� at $ 6 4 has been constructed in accordance b . with the provisions of Ti e 5 and the for Disposal System Construction Permit No. of — dated , L/- Z 7_1 Installer Designer #bedrooms Approved design flow gpd The issuance of this pe t shall not be construed as a guarantee that the system will f cti esigned. Date 1-2 o Inspector " No. _ 1 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) 4!epair( ) Upgrade( ) 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 permit. _ Date _ �" Approved by r /. i Town oflatAstable r#_ /•�9�� . _ Department of Regulatory Services: l,d e, . ts�tE Public Health Division Date �. $ _ 1 at9. -200.Main Street,Hyannis MA 02601. p all Date Sc.t edtlled � Feb. U ..u:Time,—t t"t` Pd. aXr ,SOU Stiitabrlity Assessment fog- Sew.ageDisposal Performed By.. V f / �G�n,�-e L �t -( 7 Witnessed By: Or,i/ LOCATION& GENERAL INFORMATION Location Address Owner's Name 3gv\.P- e V Address. S� Cll LAIC _ Assessor'slvlapVarcel i y,Z—(,� y Engineer's Name ���;n Le ns ��••� NIiw coNsTCRl1CTION n• REPAIR., x. Telephone#:, 7-7-.57 3l L2nd'Use` �1�e-sc cJ�l VV ,cA Slo J- pes M _ Surface Stones /"Cl%� _ t • Distances from: Open Water.Body� 'ft 'Possible Wet Area Drinking Water well S Qft Drainage Way ft Property Line Other ff SKETCM(Streetnnme,dimensions of lot,'exact locations of test holes&perc tests;locate wetlands in proximity to holes) F Parent,material.(geologic) Depth to Bedrock /V Depth to Groundwater. Standing Water Hole: Weeping from Pit Fnce ��� Estimated Seasonal High Groundwater - DETERMINATION FOR SEASONAL HIGII.WATER TABLE Method Usedi.. Depth Observed:standing in ohs.-hole: _ in, Depth to`Soll twttlCs: in. Depth to weeping from side of ohs'.fiole: _ _ _.in, "aroundwdter,Adjustment. Index.Weil# Reading Datn: Index Well levci Aqj,facior - T Adf.(it autidwrterlevel PERCOLATION TEST Date_ Tune_, Observation Hole# 1 - Time at 0" Depth of Pere w.. 2. 5 4 Time at.6" Statt:Pre-soakTime ^ t Time' 9'-611) End Pre=soak Rate Min:/Inch Site Suitability'Assessment: Site'Passed _ Situ+Failed:,- Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- 44*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;1S EPT1,C\PERCFQRM.DOC __.....__ _......._._._ DEEP OBSERVATION HOLE LOG Hole#�_ Depth from Soil Horizon Soil Texture .Soil Color Suit Other Surface(in:) (USDA) (Munsell Mottling (Structure,Stones;Boulders.. .t` Consistency, ravel q7 i 9 IF, i . DEEP OBSERVATION HOLE LOG Hole# Depth`from Soil Horizon Soil Texture Soil Color Soil Other Surface,(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consktency.% ravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil.Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,.Boulders. Consistency,.%Gravel) t DEEP OBSERVATION BOLE LOG hole.# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in:) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consi ten ra I Flood Insurance Rate Map: Above 500 year flood bound iry Nb Yes _ Within 500 year boundary No Yes, Within too year flood boundary No: Yeses Death of aturally Occurring Pervious N4nterial Does at least four feet of naturally occurring pervious material exist in iall areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally=occuming perviau matena.17 Certification I certify that on. .. - (date)I have passed the soil evaluator examination approved by I the Department_of Environmental Protection.and that the above analysis was performed'by me consistent With . the requited tr tug expertise'and experience descr"ibed in, l0: MR C 15.017.. Signature Date_ /'• Q:\.SEpTIC\PERCFORM.DOC Town -of Barnstable OpVAE t0� o Regulatory Services y Richard V. Scali,> nterim 1Di.rectoi snnrisrns�, •' � - �' Public Health Divisiion O i679• �0 °PFo, ,cb Thomlas,McKean; Director: 200 Main Street,glyannis, tIA 0260:1 Office: 508-862=4644 r s w Fax: �(i -7c7O (tat)i f Installer & Designer Certification'/~ohn Date: `7 12'3 t�1 Sewage Permit# � � _/�( Assessor's 1�'Ia \Parcel Designer: lirstaller: �v�� �5" tvl 1cX c�.;�z, J cn� -Address: JZ Wi C s+C� Address: � _ � ��- ' TS'e�G9 WA 6 z 6�y On 1 ,J1 vlt5' xCC,,kt J—;0\--vas issued a permit to instal l.a (date} (instal-ler) septic system at $7 rr- 1k ; based on a design drawn by, (address) kdated. •ii`S , C dafed (designer) -' `>• • t Z� _L/ 1 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved'changes sueh�as;lateral relocation of'the .distribution box and/or septic-tank. Strip oil/ (i1' rediiired) was inspected and tl e ~oils were found satisfactory., I certify that the septic system referenced above cwas installed witlrs`ttrajtir 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. Strip Put(if required) was inspected and the soils were found satisfactory. I certify that:the system referenced above was constructed-in n wit hahe terms of the PA approval letters(if applicable) tAcE�tTEE. list lief s Signature) " ctvt % m4 RFafstE�� (Dec tier'"s S1 afore ' ) (Aifix,Designe .` re -: PLEASE 'R. _TT JRIN To BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE, WILL NOT BE ISSUED UNTIL BOTH THIS FORiM AND AS BUILT CARD ARE,RECIEIVED BY THE B11R;VSTABL r RANK.YOU E PUBLIC-HEALTH DI't 1<SIoiV.; Sc}ti,,ilesigner Certification Form Rev 8-14•i 3Aoc _ Engirieers note:This certification is limited to an:as-built inspection of system components as installed,Frior to backfill;'The., engineer did nor supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backfilling' to specified grades with proper compaction arty setting risersicovers as shown on the design plan. Town of Barnstable Regulatory Services ti Richard V. Scali, Interim Director BARNSTABLE, Public Health Division y MASS. �Ar ib39. a � Thomas McKean Director Fp�� 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: 5-7 C°r'ry Cg`'�'� Assessor's Map\Parcel: l f-7 — 3 1,9 Property Owners Name: �A r - ~ -aTpD - Z©I '1 S In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an "x" in the applicable box next to each line certifying the information. Yes N\A ❑ I have been provided a copy of the Title 5 I/A technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) El ?"'I have been provided with the Owner's Manual ❑ V-I have been provided with the Operation and Maintenance Manual ❑ W-For Systems installed under a Remedial Use Approval, I agree to fulfill my' responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) ❑ If the design does not provide for the use of garbage grinders, the restriction is understood and accepted F ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 I , �/ !� - �Y -,.",� agree to comply with all terms and conditions above. Property Owners pripded name PFd- erty'OwnersS' nature Date Note: This form must be submitted along with the septic system disposal works permit application for all I\A systems including new construction, repairs\upgrades, with and without aggregate (stone) and with conventional desicn criteria or credited design criteria. Q:\Septic\IA homeowner certitication.doc - s cannmcinv;lealb of Massachusetts t::xect�twl� s Office of Ener9`>' cx r vir c�riment,cal"Ai+air; C epartment of nvironmental 'rotection One Went"r `3tro t Boc-, ori, MA 02108.617-292-5500 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner Standard Conditions for Alternative Soil Absorption Systems With General Use Certification and/or Approved for Remedial Use Revised: March 5,2018 These Standard Conditions apply to Alternative Soil Absorption System (Alt. SAS) technologies for disposal-only as well as for technologies providing both treatment and disposal. Currently these approved alternative technologies include the following, Alt. SAS Disposal-Only, • Contactor,Field Drain Contactor, and Recharger Chambers, by Cultec, Inc. • Biodiffuser &ARC Chambers, by Infiltrator Systems, Inc. • Infiltrator Chambers, by Infiltrator Systems, Inc. • Eljen Mantis M5, by E1jen Corp. r Alt. SAS Treatment with Disposal - Patented Sand Filters, • Eljen GSF Geotextile Sand Filter.System, by Eljen Corp. • Enviro-Septic Wastewater Treatment System, by Presby Environmental, Inc. • Advanced Enviro-Septic System, by Presby Environmental, Inc. • Simple-Septic Wastewater Treatment System, by Presby Environmental, Inc.. • Infiltrator ATL system, by Infiltrator Systems, Inc. • GeoMat Leaching System, by Geomatrix Systems, LLC. An alternative SAS may be appropriate for new construction, increases in flow,'or for the upgrade of an existing failing, failed, or nonconforming system where reducing the disturbance of the site is desired. Alternative Disposal-Only technologies approved by the Department may be substituted for conventional SAS's allowed under Title 5.. The alternative Chamber technologies,when compared to conventional Title 5 chambers, provide options from some,of the Title 5 requirements such as offering plastic instead of concrete chambers and eliminating the need for stone aggregate around the chamber while allowing higher loading rates and reduced effective leaching area. Other options include Chambers installed with aggregate meeting the requirements of Title 5, however Alternative Chambers used with aggregate are not allowed higher loading rates-which must remain the same as required by Title 5 for conventional chambers with aggregate. In addition to alternative Chambers, This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617.292-5751.TTY#MassRelay Service 1-800-439-2370 MassDEP Website:www.mass.gov/dep 4 Printed on Recycled Paper r Standard Conditions for Alternative Soil Absorption Systems Page 2 of 16 General Use and Remedial Use Approvals Last revised March 5,2018 disposal-only approved Alt. SAS technologies also include the Mantis M5 pipe and sand System design. Alternative Treatment with Disposal technologies approved by the Department refer to alternative leaching systems that have demonstrated higher removal of organics and suspended matter prior to the percolation of wastewater into underlying unsaturated pervious soils when compared to conventional leaching systems.Higher loading rates are allowed than would be permissible with a conventional design and additional relief from other design standards is permissible for upgrades. A System approved under these Standard Conditions consists of a septic tank conforming to the requirements of Title 5, either conventional or I/A approved, followed by the'Alt. SAS which may provide for a reduced effective leaching area. The use of an approved Alt. SAS, subject to these Standard Conditions, requires among other things: • A Disclosure Notice in the Deed to the property for installed Systems according to the following: • when installing an Alt. SAS Disposal-Only System (chambers or Eljen Mantis M5) a Disclosure Notice in the Deed to the property is not required; • when installing an Alt. SAS Treatment with Disposal-Patented Sand Filters System under the General Use Certificate a Disclosure Notice in the Deed to the property is not required; • when installing an Alt. SAS Treatment with Disposal-Patented Sand Filters System under the Approval for Remedial Use a Disclosure Notice in the Deed to the property is required in accordance with 310 CMR 287(10); • Certifications by the Designer and the Installer(310 CMR 15.021(3)); • Notification within 24 hours by the System Owner to the Local Approving Authority (LAA) of any System failure; - , • When System requires pumping prior to the SAS, 24-hour emergency wastewater storage capacity above the elevation of the high level alarm; • System Owner Acknowledgement of Responsibilities, in accordance with these standard conditions and the Technology Approval's Special Conditions. This Approval does not address the use of the following alternative SAS's, which are covered under separate Title 5 I/A Program Approvals: a) Drip Dispersal Systems b) Bottomless Sand Filters Definitions and References The term "System" refers to the approved technology in combination with the other components of an on-site treatment and disposal system that may be required to serve a facility in accordance with 310 CMR 15,000. Standard Conditions for Alternative Soil Absorption Systems Page 3 of 16 General Use and Remedial Use Approvals Last revised March 5,2018 The term "Approval" or"Certification" refers to these Standard Conditions; the Special Conditions contained in the Technology Approval, the General Conditions of 310 CMR 15.287, and any Attachments. The phrase "new construction" always refers to construction of a new facility or any increase in actual or design flow to-any existing system above the approved capacity. The phrase "upgrade bf a system" or the term "upgrade or the term "remedial site" refers to any repair, modification, or replacement of a whole system or a component of an existing failing, failed or nonconforming system where there is no increase in the actual or design flow to the system. The Conditions contained herein MUST be read in conjunction with any Special Conditions that are technology-specific. I. Purpose 1. These Standard Conditions shall apply to all Alt. SAS technologies identified in a General Use Certification or a Remedial Use Approval as either a Disposal-Only technology or a Treatment with Disposal technology as listed above. In addition to the Special Conditions contained in the technology-specific Approvals, the System shall comply with all these "Standard Conditions for Alternative Soil Absorption Systems", except where stated otherwise in the Special Conditions. 2. The sale, design, installation, and use of the System shall be subject to these requirements for all systems that submit a complete Disposal System Construction Permit (DSCP) application after the effective date of these Standard Conditions. Existing systems and systems for which a complete DSCP application was submitted prior to the effective date of these requirements shall not be subject to the design and installation requirements, however, the System,Owner, the Service Contractor, and the Company shall be subject to all.other requirements contained herein. 3. With the other applicable permits or approvals that may be required by Title 5, the Approval authorizes the installation and use of the System in Massachusetts. All the provisions of Title 5, including the.General Conditions for Alternative Systems (310 CMR 15.287), apply to the sale, design, installation, and use of the System, except those provisions that specifically have been varied by this Approval. 4. Provided that the Local Approving Authority.(LAA) approves the System in conformance with the Department's Approval for the System,•Department review and approval of the site-specific System design and installation is not required unless the . Department determines on a case-by-case basis, pursuant to its authority at 310 CMR 15.003(2)(e), that the proposed System requires Department review and approval. II. Design and Installation Requirements l: Where any contradiction may exist in design,standards between the Company guidance and the requirements of Title 5 or this Approval, the design shall meet the Standard Conditions for Alternative Soil Absorption Systems Page 4 of 16 General Use and Remedial Use Approvals Last revised March 5,2018 standards of Title 5 and this Approval unless the Company°guidance is more stringent. 2. In accordance with 310 CMR 15.240(6), absorption trenches should be used whenever possible. Accordingly, approved Disposal-Only and Treatment with Disposal Alt. SAS Systems shall be used in trench configuration whenever possible, unless a different configuration is allowed by the Approval(s) Special Conditions. 3. The Alternative System shall include a properly sized and constructed septic tank, designed in accordance with 310 CMR 15.223-15.229 or approved as an Alternative technology per 15.280-15.288, connected to the building sewer and followed in series by the approved Alternative Soil Absorption System. A 1,000 gallon septic tank may be allowed in accordance with the provisions of 310 CMR 15.404(3)(a). 4. The Alternative System shall be installed in a manner which does not intrude on, replace, or adversely affect the operation of any other component of the subsurface sewage disposal system. 5. The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, including when designing systems for repair, provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. 6. For new construction or increases in flow, the Systern shall be subject to the following: a) The System may only be installed in soils with a percolation rate of up to 60 minutes per inch (MPI); b) A site evaluation, in compliance with 310 CMR 15.100 through 15.107, must be approved by the Approving Authority and the site must meet the siting requirements for new construction; c) The record drawings, approved by the LAA, must clearly indicate an area for a full- sized conventional primary SAS and a full-sized conventional reserve area that are for the sole purpose of on-site sewage disposal; d) Where the System has reduced the effective leaching area, as allowed by the Standard Conditions, the installation shall not disturb the site in any manner that would preclude the future installation of the conventional full-sized primary SAS without encroaching on the reserve area; and e) Except for the installed SAS, the System Owner shall not construct any permanent buildings or structures or disturb the site in any manner that would encroach on the area approved fora full-sized conventional primary SAS or the area approved for a full-sized conventional reserve SAS. 7. For the upgrade of a system, the installation of the proposed System shall be subject to the following: a) The System may only be installed in soils with a percolation rate of up to 90 minutes per inch (MPI); Standard Conditions for Alternative Soil Absorption Systems Page 5 of 16 General Use and Remedial Use Approvals Last revised March 5,2018 b) Prior to approving the installation of the System, the LAA must determine there is no increase in the actual or proposed design flow; c) Prior to Local Approval of the System, the Designer shall show on the plans the maximum available area fora conventional system (without reserve) designed in accordance with the standards of 310 CMR 15.100 through 15.255. d) The proposed System must include the approval by the LAA for the upgrade or. replacement of all other existing components, as necessary, to comply with the standards of Maximum Feasible Compliance (MFC) of 310 CMR'15.404; e) The record drawings, approved by the LAA, must clearly indicate an area for the best feasible replacement system that could be installed in the event that the proposed Alternative Soil Absorption System fails,or it is determined that it is not capable of providing equivalent environmental protection; f) When evaluating the best feasiblereplacement system that could be installed in the event that the proposed Alternative Soil Absorption System fails or it is determined that it is not capable of providing equivalent environmental protection, the Designer shall consider these options in the following order: i. a conventional system designed in accordance with the standards of310 CMR 15.100 through 15.255 that can be built feasibly, with the exception of providing a reserve area (15.248); ii. a conventional system that can only be built feasibly under a Local Upgrade Approval (LUA); iii. where a conventional system cannot be built feasibly under a LUA, a Bottomless Sand Filter, in conjunction with a Secondary Treatment Unit; iv. where a System can'only be built feasibly with variances, a System that has been demonstrated to vary the design requirements'of 310 CMR 15.000 to the least degree necessary and have the least effect on public health, safety, welfare and the environment (the System may be an Alternative System with variances); or v. a tight tank. g) The installation of the proposed System shall not disturb the site in any manner that would preclude the future installation of the best feasible replacement system that could be installed to replace the proposed System. Components of the proposed System may be sited in an area for the future installation of the best feasible replacement system, provided that it does not render the area unusable for a potential future replacement system; and. h) Except for the installed SAS, the System Owner.shall not construct any permanent buildings or structures in the area for the best feasible replacement system that could be installed to replace the proposed System and the System Owner shall not disturb the site in any other manner that would preclude the future 'installation of the best feasible replacement system. 8. Alternative Design Standard to 310 CMR 15.242(l)a) Effluent Loading Rates Standard Conditions for Alternative Soil Absorption Systems Page 6 of 16 General Use and Remedial Use Approvals Last revised March 5,2018 For new construction or increases in flow, the required effective leaching area may be reduced up to 40 percent when using the loading rates for gravity systems of 310 CMR 15.242(1)(a), provided: a) no variance is granted for a reduction in depth to groundwater; b) no variance is granted for a reduced depth of pervious material; and c) a minimum of 400 square feet of effective leaching area shall be installed if any proposed reduction in the leaching area would result in less than 400-square feet of effective leaching area; (Facilities with small flows that would not require 400 sq.ft. of effective leaching area, when designed in accordance with Title 5, may be built with less than 400 sq. ft. provided that no reduction in leaching area is taken). 9. Alternative Design Standard to 310 CMR 15.242(1)(a) and 15.245(4), Effluent Loading Rates For the upgrade of a system, the System shall be subject to the following: g) For soils with a percolation rate of 60 minutes or less per inch, the size of the SAS may be sized with 40 percent less effective leaching area than required when using the loading rates for gravity systems of 310 CMR 15.242(1)(a); h) For soils with a percolation rate of between 60 and 90 minutes per inch, the size of the SAS may be sized with 40 percent less effective leaching area than required when using the loading rate of 0.15 gpd/square foot as specified by 310 CMR 15.245(4); i) Unless allowed under the Special Conditions for the Technology, no additional reduction in the effective leaching area is allowed under an LUA or a variance that would result in a reduction greater than 40%of that which would be required under 310 CMR 15.242(1)(a) and 15.245(4), respectively. Any other deviations to design standards, except the effective leaching area, may be granted under LUA or a variance; and j) A minimum of 400 square feet of effective leaching area shall be provided if any proposed reduction in the leaching area would result in less than 400 square feet of effective leaching area. Where 400 square feet of effective leaching is not feasible, the greatest effective leaching area shall be installed provided that no more than a 40 percent reduction is taken. 10. Specific Conditions for Treatment with Disposal Alt. SAS Technologies a) The use of aggregate as specified in 310 CMR 15.247 is not allowed with Patented Sand Filters: b) Unless determined necessary by the Designer or Company, the System shall not be used with pressure distribution for any design flow. When installed for a facility with a design flow of 2,000 gpd or greater, approved Patented Sand Filter Systems are exempt from the requirement for pressure distribution under 310 CMR 15.231. Standard Conditions for Alternative Soil Ahsoiption Systems Page 7 of 16 ` General Use and Remedial Use Approvals Last revised March 5,2018. c) Patented Sand Filters shall not be installed in a Nitrogen Sensitive Area(NSA)to serve facilities with actual or design flows of 2,000 GPD or greater since those facilities require installation of a Recirculating Sand Filter(RSF) or equivalent technology. Patented Sand Filters may be installed as a disposal-only alternative technology when used in addition to an approved Secondary Treatment Unit (reduction of BOD/TSS). When a Patented Sand Filter is used in this type of septic system design, only the reductions permitted in the Secondary Treatment Unit's (STU) alternative technology approval; such as a reduction-in SAS size, depth of naturally occurring pervious material or depth to groundwater, are allowed. d) For upgrades only, a reduction in the depth to groundwater and/or.a reduction in the pervious material may be taken in accordance with Section Il, paragraph 5 of the Standard Conditions for Secondary Treatment Units Approved for Remedial Use. In no case, shall the reductions allowed under the Standard Conditions for . Secondary Treatment Units be'combined with any reduction provided by this Approval, the alternative technology's Remedial Use Approval Special Conditions or with any reduction that may be allowed under the procedures of Local Upgrade Approval or variance procedures of 310 CMR 15.401-415. 11" Specific Conditions.for Disposal-Only Alt. SAS Technologies a) In a NSA, as defined in 310 CMR 15.215, Alternative Systems serving facilities with actual or design flows of 2,000 GPD or greater must include treatment with a RSF or equivalent technology, as required by 310 CMR 15.202(1). Under this Approval, Disposal-Only Alt. SAS technologies shall not be installed in an NSA . to serve facilities with actual or design flows of 2,000 GPD or greater unless installed in conjunction with a RSF or equivalent technology. b) For new construction or upgrades, a reduction in the effective leaching area may be taken in accordance with the conditions and limitations imposed by the approval of the Secondary Treatment Unit employed. (approved Alternative Chambers may be installed with or without aggregate for the disposal of effluent from an approved Secondary Treatment Unit, see paragraph l l(e)-below.) For upgrades only, a reduction in the depth to groundwater and/or a reduction in the pervious material may be taken in accordance with the conditions and limitations imposed by the Remedial Use Approval of the Secondary Treatment Unit employed. In no case, shall the reductions allowed under the Secondary Treatment Unit approval be made less stringent. In no case, shall.the reductions allowed under the Secondary, Treatment Unit approval be combined with any reduction provided by this Approval or combined-with any reduction that may be allowed under the procedures of Local Upgrade Approval or the variance procedures of 310 CMR 15.401-415. c) For the upgrade of a system, installations without secondary treatment are entitled to reductions in depth to groundwater or depth of naturally occurring pervious material only to the limits that may be allowed by the LAA under the procedures of Local'Upgrade Approval or the variance procedures of 310 CMR 15,401-415. d) The use of aggregate as specified in Title 5, 310 CMR 15.247 is not required" Standard Conditions for Alternative Soil Absorption Systems Page 8 of 16 General Use and Remedial Use Approvals Last revised March 5,2018 Chambers Specific Standard Conditions,. ., Chambers with aggregate e) The installation of approved Alternativeggate is allowed g provided that it complies with the aggregate requirements of 310 CMR 15.247. However, when approved Alternative Chambers are installed with aggregate the reduction in effective leaching area provided by Standard Conditions II (8) and (9) is not allowed. Only when upgrading a system, approved Alternative Chambers installed with aggregate may be allowed a reduction in effective leaching area (up to 25%) under the limitations and procedures of a Local Upgrade Approval (310 CMR 15.401-405). f) Effluent pressure distribution shall be provided for actual or design flows of 2,000 gpd or greater and shall be designed in accordance with Department guidance. The effluent loading rates provided in 310 CMR 15.242(1)(b) for pressure distribution may be utilized, but no reduction in the effective leaching area as may be provided under this Approval may be taken when using the loading rates for pressure distribution, as stated in the regulation. 12. All System control units, valve boxes, distribution piping, conveyance lines and other System appurtenances shall be designed and installed to prevent freezing. 13. When pumping is required to a distribution box or to a SAS pressure distribution tank, the System pump chambers/tanks shall be equipped with sensors and high-level alarms to protect against high water due to pump failure, pump control failure, loss of power, system freeze ups, backups, etc. Emergency storage shall be provided when pumping to discharge is employed, including but not limited to, pressure distribution. Emergency storage capacity for wastewater above the high level alarm shall be provided equal to the daily design flow of the System including an additional allowance for the volume of all drainage which may flow back into the System when pumping has ceased. 14. System control panel(s) including alarms and controls shall be mounted in a location always accessible to the operator(Service Contractor). Any System malfunction and high water alarms shall be readily visible and audible for the facility occupants and the Service Contractor and shall be connected to circuits separate from the circuits serving the operating equipment and pumps. 15. The System shall not include any relief valve or outlet for the discharge of wastewater to prevent flooding of the system, back up or break out. 16. Any System structures with exterior piping connections Located within 12 inches of or lower than the Estimated Seasonal High Groundwater elevation shall have the connections made watertight with neoprene seals or equivalent. 17. In compliance with 310 CMR 15.240(13), a minimum of one (1) inspection port shall be provided within the SAS consisting of a perforated four inch pipe placed vertically down to the elevation of the SAS interface with the underlying unsaturated pervious Standard Conditions=or Alternative Soil Absarption Systems Page 9 of 16- General Use and Remedial Use Approvals Last revised March 5,2018 soils to enable monitoring for ponding. The pipe shall.be capped with a screw type cap and accessible to within three inches of finish grade. (A locking cap at-grade is preferred) Facilities with multiple SAS's shall have an inspection port in each. 18. Upon submission of an-application for a Disposal System Construction Permit (DSCP), the Designer shall provide to the Local Approving Authority: a) proof that the Designer has satisfactorily completed any required training by the Company for the design and installation of the Technology; b) certification of the design by the Company for any residential system with a design of 2,000 gpd or more or for any proposed non-residential system or if required by the Special Conditions for an approved Technology; c)' certification by the Designer that the design conforms to the Approval, any Company Design Guidance, and 310 CMR 15.000; and d) a certification, signed by the Owner of record for the property to be served by the Technology, stating thafthe property Owner: i. has been provided a copy of the Title 5 I/A technology Approval, the Owner's Manual, and the Operation and Maintenance Manual, and the Owneragrees to comply with all terms and conditions; ii. for Systems installed under a Remedial.Use Approval, the owner agrees to fulfill his responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15,287(5); iii. if the design does not provide for the use of garbage grinders; the restriction is understood and accepted; and iv. whether or not covered by a warranty, the System Owner understands the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the T System to be failing to protect public health and safety and the environment, as defined iri 310 CMR 15.303. 19. The System Owner and the Designer shall not submit to the LAA a DSCP application for the use of a Technology under this Approval if the Approval has been revised, reissued, suspended, or revolted by the Department prior to the date of application. The Approval continues in effect until the Department revises, reissues, suspends, or revokes-the Approval. ' 20. The System Owner shall not authorize or allow the installation of the System other than by a locally approved Installer and, if required by the Company, a person certified or trained by the Company to install the System. 21. Prior to the commencement of construction, the Systerr Installer must certify in writing to the Designer, the LAA, and the System Owner that (s)he is a locally approved,System Installer and, if required by the Company, is certified by or has received appropriate training by the Company. Standard Conditions for Alternative Soil Absorption Systems Page 10 of 16 General Use and Remedial Use Approvals Last revised March 5,2018 22. The Installer shall maintain on-site, at all times during construction, a copy of the approved plans, the Owner's manual,the O&M manual, and a copy of the Approval. 23. Prior to the issuance of a Certificate of Compliance the.following shall be provided: a) the System Installer and Designer must provide certification in writing to the LAA that the System has been constructed in compliance with the terms of the Approval; and b) For System upgrades installed under a Remedial Use Approval the System Owner shall provide a copy of record and/or register the Deed Notice required by 310 CMR 15.287(10), to the LAA. The Deed Notice shall be completed as follows: i. a certified Registry copy of the Deed Notice bearing the book and page/or document number; and ii. if the property is unregistered land, a copy of the System Owner's deed to the property as recorded at the Registry, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 24. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system.' a) If it is feasible to connect a new or existing facility to the sewer,the Designer shall not propose an Alternative System to serve the facility and the facility Owner shall not install or use an Alternative System; and b) When a sanitary sewer connection becomes feasible after an Alternative System has been installed, the System Owner shall connect the facility served by the System to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance with current Code requirements, unless a later time is allowed in writing by the Department or the LAA. III. Operation and Maintenance 1. For Systems with design flows of 2,000 gpd or greater where the effective leaching area installed is less than 75% of that required by Title 5 (310 CMR 15.240(4)), measurement of the depth of ponding within the SAS above the interface with the underlying unsaturated pervious soils shall be perfonned once per year by means of the inspection port(s) and any other available access to the distribution system. Inspector must be an Approved System Inspector. 2. Whenever an Alt. SAS system's inspection port ponding depth is measured and indicates the ponding level within the SAS is above the invert of the distribution system, an additional measurement shall be made 30 days later. If the subsequent reading indicates the elevation of ponding within the SAS is above the invert of the distribution system,the System Owner shall be responsible for the submittal to the Standard Conditions for Alternative Soil Absorption Systems Page 11 of 16 General Use and Remedial Use Approvals Last revised March 5,2018 , LAA within 60 days of the follow-up inspection, a written evaluation of the System with recommendations for changes in the design, operation, and/or maintenance. The written evaluation with recommendation's shall be prepared by a Designer and the submission shall include all monitoring data and inspection reports for the.previous 3 years. Recommendations shall be implemented; as approved by the LAA, in accordance with an approved schedule, provided that all corrective measures are implemented consistent with the limitations described in Paragraph IVA. 3. For Systems less than 2,000 gpd or facilities where the effective leaching area installed meets the requirements of Title 5, the System shall not be required to be inspected at any greater frequency than would be required if the facility was served by a conventional system, unless the LAA, Company, or Designer requires more frequent inspection. f 4. If at any time a septic system with an Alt. SAS is inspected by a System Inspector, the following shall be recorded, at a minimum: a) date, time, air temperature, and weather conditions; b) observations for objectionable odors; c) observations for signs of breakout of sanitary sewage in the vicinity of the Alternative System; d) depth of ponding within the SAS; e) identification of any apparent violations of the Approval; fJ since the last inspection,whether the system had been pumped with date(s) and volume(s) pumped; g) sludge depth and scum layer thickness, if measured; h) when responding to alarm events, the cause of the alarm and any steps,taken to address the alarm and to prevent or reduce'the likelihood of future similar alarm events; i) field testing results when performed as part.of the site visit; j) samples taken for laboratory analysis and results of previous samples, if any k) any cleaning and lubrication performed; 1) any adjustments of control settings, as recommended or deemed necessary; m) any testing of pumps, switches, alarms, as recommended or deemed necessary; n) identification of any equipment failure or components not functioning as designed; o) parts replacements and reason for replacement, whether routine or for repair; and p) further corrective actions recommended, if any. 5. The System Owner shall maintain copies of any service records or inspection reports and all reports and notifications to the LAA for a minimum of three years. Standard Conditions for Alternative Soil Absorption Systems Page 12 of 16 General Use and Remedial Use Approvals Last revised March 5,2018 6. Unless directed by the LAA to take other action, the System Owner shall immediately cease discharges or have wastewater hauled off-site, if at any time during the operation of the Alternative System the"system is in failure as described in 310 CMR 15.303(1)(a), items 1 or 2 (sewage backing up into facilities or breaking out to the surface). IV. Additional System Owner Requirements 1. For System upgrades installed under Remedial Use Approval, prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest,the System Owner shall provide written notice, as required by 310 CMR 15.287(5), of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The-System Owner shall send a copy of such written notification(s)to the LAA within 10 days of giving such notice to the transferee(s). 2. The System Owner shall not install, modify, upgrade, or replace the System except in accordance with a valid DSCP issued by the LAA which covers the proposed work. 3. Upon determining that the System is failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, the System Owner shall be responsible for the notification of the LAA within 24 hours of such determination. 4. In the case of a System that has been determined to be failing to protect public health and safety and the environment; an equipment failure, alarm event, components not functioning as designed, components not functioning in accordance with manufacturers' specifications, or violations of the Approval, the System Owner shall provide written notification within five days, describing corrective measures to the local board of health and the Company and may only propose or take corrective measures provided that: a) all emergency repairs, including pumping, shall be in accordance with the limitations and permitting requirements of 310 CMR 15.353; b) the design of any repairs or upgrades are consistent with the System Approval; c) the design of any repairs or upgrades requiring a DSCP shall be performed by a Designer who is a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. d) the installation of any repairs or upgrades requiring a DSCP shall be done by an Installer with a currently valid Disposal System Installers Permit and, if training is required, the Installer shall be certified by the Company as qualified to install the System. 5. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met, the Standard Conditions for Alternative Soil Absorption Systems Page 13 of 16 General Use and Remedial Use Approvals Last revised March 5,2018 System Owner shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 6. The Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns, including but not limited to the Designer, Installer, and Service Contractor. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the System Owner,unless the Department determines otherwise. V. Company Requirements 1. The Approval shall only apply to the model unit(s) with the same model designation(s)specified in the System Approval and meet the same specifications, operating requirements, and plans, as provided by the Company or its authorized agent at the time of the application. Any proposed modifications of the unit(s), installation requirements; or operating requirements shall be subject to the review of the Department for inclusion under a modification of the Approval. The Designer shall be responsible for the selection of the appropriate model unit(s) as applicable. The Company shall be responsible for verification of the appropriate model unit(s)as part of any review of proposed installations that may be required by Paragraph V.3 of these Standard Conditions or the Special Conditions in the Approval. 2. Prior to submission of an application'for a DSCP, the Company,or its authorized agent shall provide to'the Designer and the System Owner: a) All design and installation specifications and.requirements; b) An owner's manual and, if alarms are provided, including response procedures; c) A copy of the Company's warranty; and d) If training or certification is required by the Company, lists of qualified Designers, Installers, and Service Contractors. 3. Prior to the submission of an application for a DSCP, for all nonresidential Systems and any System with a design flow of 2,000 gpd or greater, the Company shall submit to the Designer and the System Owner, a certification by the Company or its authorized agent that the.design conforms to the Approval and all Company requirements and that the proposed use of the System is consistent with the Technology's capabilities. The authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 4. If the Company requires trained or certified Designers, Installers, or Service Contractors, the Company,or,its authorized agent shall make available programs of training and continuing education, as necessary. The Company or its authorized agent shall maintain, annually update, and make available by February 15th ofeach year, lists of trained or certified Designers, Installers, and Service Contractors. If training or certification is required, the Company shall not sell the Technology to an Installer unless the Installer is trained or certified to install the System by the Company., Similarly, if training is required, the Company shall,ensure distributors Standard Conditions for Alternative Soil Absorption Systems Page 14 of 16 Y General Use and Remedial Use Approvals Last revised March 5,2018 and resellers of the Technology shall not sell the Technology to an Installer unless the Installer is trained or certified to install the System by the Company. 5. As part of any training programs for Designers,Installers, or Service Contractors, the Company or its authorized agent shall provide each trainee with a copy of this Approval with the design, installation, O&M, and owner's manuals that were submitted as part of the Approval. 6. The Company shall provide, in printed or electronic format, the System design, installation, O&M, and Owner's manuals, and any updates associated with this System Approval, to the System Owners, Designers, Installers, Service Contractors, vendors, resellers, and distributors of the System. Prior to publication or distribution in Massachusetts, the Company shall submit to the Department for review a copy of any proposed changes to the manual(s) with reasons for each change, at least 30 days prior to issuance. The Company shall request Department approval for any substantive changes which may require a modification of the Approval. 7. Prior to its sale of any System that may be used in Massachusetts, the Company shall provide the purchaser with a copy of this Approval with the System design, installation, O&M, and Owner's manuals. In any contract for distribution or sale of the System, the Company.shall require the distributor or seller to provide the purchaser of a System for use in Massachusetts with copies of these documents, prior to any sale of the System. 8. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met, the Company shall furnish the Department any information that the Department requests regarding the Technology within 21 days of the date of receipt of that request. 9. Within 60 days of issuance by the Department of these Conditions and any other revisions to the Approval, the Company shall provide written notification of changes to the Approval to all distributors and resellers.of the System. 10. The Company shall provide written notification to the Department's Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Approval is issued. Said notification shall include the name and address of the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. All provisions of this Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 11. The Company shall maintain copies of: a) the Approval; b) the installation manual specifically detailing procedures for installation of its System; Standard Conditions for Alternative Soil Absorption Systems Page 15 of 16 General Use and Remedial Use Approvals Last revised March 5,2018 c) an owner's manual and, if alarms are required, including alarm response procedures; d) a copy of the Company's warranty; and e) if training or certification is required, lists of qualified Designers and Installers. 12. The Company shall maintain the following additional information for `Treatment with Disposal' Systems installed in Massachusetts, and make it available to the Department within 30 days of a request by the Department: a) the address of each facility where the System was installed, the Owner's name and mailing address (if different), the type"of use (e.g. residential, commercial, institutional, etc.), the"design flow, the model installed; and b) the installation date, start-up date, current operational status. 13. The Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns, including but not limited to dealers, distributors, and resellers. Violation of the terms and conditions of the Approval by any of the foregoing.persons or entities, respectively, shall constitute violation of the Approval by the Company unless the Department determines otherwise. VI. General Requirements 1. Any System for which a complete Disposal System Construction Permit ("DSCP") Application is submitted while the Approval is in effect, may be permitted, installed, and used in accordance with the Approval, unless and until:' - a) the Department issues modifications or amendments to the Approval which specifically affect the installation or use of a System installed under the Approval for the-System; or b) " the Department, the local approval authority, or a court requires the System to be ` modified or removed or requires discharges to the System to cease. 2. All notices and documents required to be submitted to the Department by the Approval shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street - 5th floor Boston, Massachusetts 02108 3. The Department may suspend, modify or revoke the Approval for cause, including, but not limited to, non-compliance with the terms of the Approval, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change•in or discovery of conditions that would constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its Standard Conditions for Alternative Soil Absorption Systems Page 16 of 16 General Use and Remedial Use Approvals Last revised March 5,2018 rights to take any enforcement action authorized by law with respect to the Approval and/or the System against the Company, a System Owner, a Designer, an Installer, and/or Service Contractor. lCome=onwealth of Massachu�e:tts Executive Office cf Energy c,Environmental Affairs Department of Environmental Protection One Winter Street Poston, MA 021.08.617 29 -5500. Charles D.Baker Matthew A.Beaton Governor • Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner APPROVAL FOR GENERAL USE. Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Infiltrator Water Technologies, LLC. P.O. Box 768. 6 Business Park Road Old Saybrook, CT 06475 Trade name of technology and model: High Capacity chamber, High Capacity H-20 chamber', Quick4 High Capacity chamber, Quick4 High Capacity HD chamber, Quick4 Plus High.Capacity chamber (8- inch invert), Quick4 Plus High Capacity chamber (13-inch invert), Standard chamber, Quick4 Standard chamber, Quick4 Standard HD chamber, Quick4 Plus Standard chamber (5.3-inch invert), Quick4 Plus Standard chamber (8.0-inch invert), Quick4 Plus Standard LP (Low Profile) chamber (3.3-inch invert), Quick4 Plus Standard LP (Low Profile) chamber (8-inch invert), Infiltrator 3050 (Stone Tech SC-740) chamber, Equalizer 24 chamber, Quick4;Equalizer 24 chamber, Equalizer 36 chamber, Quick4 Equalizer 36 chamber, Quick4 Equalizer 24 LP(Low Profile) chamber(6 inch invert), and Quick4 Equalizer 24 LP (Low Profile) chamber (2 inch invert) (hereinafter the"System"). Schematic drawings of the System and a design and installation manual area part of this Certification. This approval allows the installation of the above identified chambers without aggregate. Transmittal Number: X259183 ._ Date of Revision: February 19,2015,modified June 12,2015 .Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Certification to: Infiltrator Water Technologies, LLC., P.O. Box 768, 6 Business Park Road.. Old Saybrook,`CT 06475 (hereinafter "the Company"), for General Use of the System described herein. The sale, design, installation, and use of.the System are conditioned on compliance by the Company, the Designer, the Installer and the System Owner with the terms and conditions set forth below. Any noncompliance with the teens or conditions of this Approval constitutes,a violation of 310 CMR 15.000. June 12,2015 David Ferris, Director Date Wastewater Management Program Bureau of Water Resources This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1.800-439.2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper r r J Infiltrator Chamber,Infiltrator Water Technologies. Page 2 of 6 Approval for General Use—June 12,2015 I. Design Standards 1. The models listed in Table 1 are covered under this Certification. Table 1: Chamber Dimensions Dimensions Invert Model W x L x H Height Inches Inches Equalizer 24 15 x 100 x 11 6 Quick4 Equalizer 24 16 x 48 x 11 6 Quick4 Equalizer 24 LP (6-inch invert) 16 x 48 x 8 62 Quick4 Equalizer 24 LP (2-inch invert) 16 x 48 x 8 2 Equalizer 36 22 x 100 x 13.5 6 Quick4 Equalizer 36 22 x 48 x 12 6 Standard Chamber 34 x 75 x 12 6.5 Quick4 Standard 34 x 48 x 12 8 Quick4 Standard HD 34 x 48 x 12. 8 Quick4 Plus Standard (5.3-inch invert) 34 x 48 x 12 5.3 Quick4 Plus Standard (8-inch invert) 34 x 48 x 12 8 Quick4 Plus Standard LP (3.3-inch invert) 34 x 48 x 8 3.3 Quick4 Plus Standard LP (8-inch invert) 34 x 48 x 8 83 Infiltrator 3050 or StormTech SC-740 51 x 85.4 x 30 22.254 High Capacity Chamber 34 x 75 x 16 11 High Capacity H-20'Chamber 34 x 75 x 16 11 Quick4 High Capacity .34 x 48 x 16 11.5 Quick4 High Capacity HD 34 x 48 x 16 11.5 Quick4 Plus High Capacity (8-inch invert) 34 x 48 x 14 8 Quick4 Plus High Capacity(13-inch invert) 34 x 48 x 14 135 ' This approval allows the use of the high capacity H-20 chambers but makes no determination as to the chambers meeting the H-20 loading requirements. z Includes Infiltrator MultiportTm invert adapter attached to the side of the end cap. 3 Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in-One 8 Endcap. 4 Only.systems installed with this invert height shall be allowed to use the effective leaching area associated with this model in Table 2. 5 Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in-One 12 Endcap. 2. .The System is an open-bottom leaching unit molded from polyolefin resin. It can be installed without aggregate or distribution pipe as an absorption trench or as a bed or field. If the System is installed with stone aggregate then the "Effective Leaching Area" in Tables 2 and 3 is not applicable, and must be designed in ,accordance with the provisions of 310 CMR 15.000. Infiltrator Chamber,Infiltrator Water Technologies. Page 3 of 6 Approval for General Use-June 12,2015 3. The total effective leaching area for any Chamber Model shall be calculated by multiplying the Effective Leaching Area per square foot of chamber times the total length of chamber from end cap to end cap including end caps; '4. For new construction"ef upgrades, the applicant can size the System in a trench configuration, using the effective leaching areas presented in Table 2. Table 2: ' : Effective Leaching Area in Trench Conffiguratidn for New Construction and Remedial Sites' Effective Effective Model Leaching Leaching$ Area Area SF/LF SF/LF Equalizer 24 3.76 N/A Quick4 Equalizer 24 3.90 N/A Quick4 Equalizer 24 LP (6-inch invert) 3.90 N/A Quick4 Equalizer 24 LP (2-inch invert) 2.78 N/A Equalizer 36 4.73 N/A Quick4 Equalizer 36 4.73 N/A Standard Chamber 6.53 N/A Quick4 Standard 6'96 N/A Quick4 Standard HD 6.96 N/A Quick4 Plus Standard (5.3-inch invert) 6.20 N/A Quick4 Plus Standard (8-inch invert) 6.96 N/A Quick4 Plus Standard LP-(3.3-inch invert) 5.65 N/A Quick4 Plus Standard LP (8-inch invert) 6.96 N/A Infiltrator 3050 or'StormTech SC-740 N/A 6.71 High Capacity Chamber 7.79 N/A High Capacity H-20' Chamber' 7.79 N/A Quick4 High Capacity 7.93 N/A Quick4 High Capacity HD 7.93 N/A Quick4 Plus High Capacity(8-inch invert) 6.96 N/A Quick4 Plus High Capacity(13-inch invert) 7.93 N/A '. Effective April 21, 2006,310 CMR 15.251(1)(b) maximum trench width is 3 feet. '. Effective leaching area is equal to 1.67(bottom'width +(2x invert height)) for Systems 3 feet or less in width. $. Effective leaching area is equal to 1.0 (3 +(2x invert Height)) for Systems with a width greater than 3 feet.. 9. The maximum trench width allowed to calculate effective leaching area is 3 feet. 5. Systems installed on remedial sites shall be allowed to utilize the effective leaching areas presented in Tables 2 or 3, or additional reductions in soil v absorption system may be.allowed. In no instance shall the reduction in the soil absorption system required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. Infiltrator Chamber,Infiltrator Water Technologies. Page 4 of 6 Approval for General Use—June 12,2015 6. For new construction or an upgrade, the applicant can size the System in bed or field configuration, using the effective leaching areas presented in Table 3. Table 3: Effective Leaching Area for Bed or Field Configuration New Construction and Remedial Sites " Effective Model Leaching]" Area SFILF Equalizer 24 2.09 Quick4 Equalizer 24 2.23 Quick4 Equalizer 24 LP (6-inch invert) 2.23 Quick4 Equalizer 24 LP (2-inch invert) 2.23 Equalizer 36 3.06 Quick4 Equalizer 36 3.06 Standard Chamber 4.73 Quick4 Standard 4.73 Quick4 Standard HID 4.73 Quick4 Plus Standard (5.3-inch invert) 4.73 Quick4 Plus Standard (8-inch invert) 4.73 Quick4 Plus Standard LP (3.3-inch invert) 4.73 Quick4 Plus Standard LP (8-inch invert) 4.73 Infiltrator 3050 or StormTech SC-740 7.10 High Capacity Chamber 4.73 High Capacity H-20' Chamber 4.73 Quick4 High Capacity 4.73 Quick4 High Capacity HD 4.73 Quick4 Plus High Capacity(8-inch invert) 4.73 Quick4 Plus High Capacity (13-inch invert) 4.73 10. Effective Leaching area is equal to 1.67 times bottom width only. 7. When the System is used with a secondary treatment unit approved in accordance with 310 CMR 15.284 or 15.288, additional reductions in soil absorption system may be allowed. In these situations the reduction in the SAS cannot exceed the maximum allowed under the secondary treatment units approval. In no instance shall the reduction in the soil absorption system area required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. II. Special Conditions 1. The System is an approved Alternative Chamber for use as an Alternative Soil Absorption System. In addition to the Special Conditions contained in this Approval, the System shall comply with the "Standard Conditions for Alternative SAS with General Use Certification and/or Approved for Remedial Use" (the a A Infiltrator Chamber,Infiltrator Water Technologies. Page 5 of 6 Approval for General Use—June 12,2015 'Standard Conditions'), except where stated otherwise in these Special Conditions. 2. New Construction This Certification is for the installation of a System to serve new construction or an-existing facility with a proposed increase in flow, for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority and the site meets the siting requirements for new construction, as provided in Paragraph 6 in section II Design and Installation Requirements of the Standard Conditions. 3. Remedial Site This General Use Certification also applies to the installation of a System for the upgrade or replacement of an existing failed or nonconforming system, provided that the facility meets the siting requirements for upgrades, as provided in Paragraph 7 in section II Design and Installation Requirements of the Standard Conditions 4. The System shall be exempt from the minimum inlet spacing requirements of 310 CMR15.253. 5. The System shall have a minimum of one inspection port through the top of one of the chambers. The inspection port shall be capped with a screw type cap and accessible to within three inches of finish grade. 6. When the System is installed in trench configuration, then the system shall comply with these requirements: a) Length (each trench) 100 feet maximum (310 CMR 15.251(1)(a)); b) Width (each trench) 2 feet minimum to 3 feet maximum (310 CMR 15.251(1)(b))..- Chambers greater than 3 feet wide, when specifically approved, are subject to other Special Conditions and limitations; c) The minimum separation distance between.any two trenches shall be two times the effective width or depth of each trench, whichever is greater, or where the area between trenches is designated as reserve area, three times the effective width or depth of each trench, whichever is greater (310 CMR 15.251(I)(d)); d) The effective leaching area shall be calculated using the bottom area and a maximum of two feet (per side)of side wall area for each trench (310 CMR 15.251(1)(e)); e) Venches shall be situated, where possible; with their long dimension perpendicular to the slope of the natural soil. Where possible they shall follow the contour lines (310 CMR 15.251(2)); f) Trenches constructed at different elevations shall be designed to prevent effluent from the higher trench(es) flowing into the lower trench(es) (310 CMR 15.251(3)); g) The area between trenches may be designated as system reserve area only where the 'separation distance between the excavation sidewal is of the primary trenches is at least three times the effective width or depth of each trench, whichever is greater(310 CMR 15.251(4)) —Chambers greater than 3 feet Infiltrator Chamber,Infiltrator Water Technologies. Page 6 of 6 Approval For General Use—.June 12,2015 wide, when specifically approved, shall be separated by three times the actual width and are subject to other Special Conditions and limitations; and h) Effluent distribution lines exceeding 50 feet in length shall be connected and venting provided in accordance with 310 CMR 15.241 (3 10 CMR 15.251(11)).. 7. When installed in trench configuration, approved Alternative Chambers greater than 3 feet wide: a) shall be installed with.a minimum separation distance between any two trenches of two times the actual width of the chamber, or where the area between trenches is designated as reserve area, three times the actual width of the chamber; and b) shall only be entitled to a maximum effective width of 3 feet for the purposes of calculating total effective leaching area. 8. When installed in a bed or field configuration, the System may be installed without distribution piping, but must comply with the following requirements in 310 CMR 15.252: a) the use of leaching beds or fields is restricted to systems with a calculated design flow of less than 5,000 gpd per leaching bed or field (310 CMR 15.252(1)); b) the maximum length of chambers in series shall be 100 feet (310 CMR 15.252(2)(b)); c) separation distance between adjacent beds/fields shall be ten feet(3 10 CMR 15.252(2)(f)); and d) the effective leaching area shall include only the bottom area, not the sidewalls (3 10 CMR 15.252(2)(i)). 9. For Systems constructed in fill and installed, the System shall be installed as specified in 310 CMR 15.255 Construction in Fill, except the minimum 15 foot horizontal separation distance to be provided between the soil absorption area and the adjacent side slope shall be measured horizontally from the top of the chamber. 10. The System is exempt from 310 CMR 15.287, specifically items: (5) requiring written notification of alternative system prior to property transfer, (6) need for a certified operator, (9) need for an operation and maintenance contract with an operator and (10) deed notice requirement. TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL i INSTALLER'S NAME&PHONE NO. �Ui► Swl �� Z,q2 tx��t S SEPTIC TANK CAPACITY LEACHING FACILITY.(type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: 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 d Leaching Facility(If any wetlands exist within 300 feet of I ac i g facili Feet FURNISHED BY sW N � n>c � N � n No. Fee C� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliCation for Mispo8al *pBtem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon ❑Complete System ❑Individual Components Location Address or Lot No. S—) L.N1t!.r LCl-C— Owner's Name,A dress,and Tel,N . Assessor's Map/Parcel% a 4 T G � K- Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: �4,/CV J Mc., 01A9 0 i Dwelling No.of Bedrooms Lot Size sq..ft.. Garbage Grinder( ) 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 Nature 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 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 . - .. a -. .- ... .,, �_-, � ,-.,.:Cwt7...r . S\ ._ �; � .7T'L-.�-.!'il ;w„�. ..y:�:..+ .tr', rt v.. F-, .. •. .-,{w -� .. .J • � r 7 �x(raw�v r to No. t�l r 7 rTy. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN-OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for bisposal 6pstri (Construction 3permit A , Application for a Permit to Construct( ) Repair I; ) Upgrade( ). Abandon El complete System ElIndividual Components Location Addressor Lot No. !T7 W(',r%y L C,4,_ Owner's Name,Address,and Tel.No. Assessor'sMap/Parcelk4l. I !.T%.j G_'Acsv\� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ' -,r i, v revov'c t7d 'M)(_41$4o�� Type of Building: "y W4%0 MC�, n a-k9 4 r .. Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd t Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) e '� �'• 1 C v r � �- - Date last inspected: Agreement: f 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 t� ..ate-.°`�- Date Application Approved by ice•\ -i .�0/A'I.. ._ ;. .Date (,J Application Disapproved by Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) 5�©f cam - Abandonek/-)by r at 1` "a C"a cr"at .. -. g`!'(f Ji`�- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer 7 : Ll P5 t:r.0 A e(,,,._ Designer r #bedrooms Approve&design flow gpd The issuance of this permit shall not be construed as a guarantee that the system pwill function as��desi ed. Date �� Inspector +`'""'_ ---- ---------— ------- - ------------- ------------ ------ ------------•--------------------------------------------_ No O� Fee THE COMMONWEALTH OF MASSACHUSETTS • PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction vefmit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( System located at 1 ,tf(d°'�.( LfT,/ & :kr 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 data of this permit. r Date_ � �h Approved by LQ /,0®iTL_..) i t - ct�r ^�.na rats ■ `2 a=1 f Title 5 Officil I�np�e� on'l-orm t -11.1 Subsurface Sewage-Disposal System.Form -Not ffor Voluntary Assessments 9 vt �_,;wi 57 Curry Ln (System 1 of 2 Front System) ,._ Property Address Jane Page Owner Owner's Name information is MA 02655 12-20-17 required for every OsteNllle page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately M' r l� • t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 TOWN OF BARNSTABLE LOCATION J 7 C v � SEWAGE.# VII:LAGE_ ,,5 rL v --P__ ASSESSOR'S MAP& LOT 14 Z 15 INSTALLER'S NAME&PHONE NO. b b1�I(Z-042bef SEPTIC TANK CAPACITY .-e LEACHING FACILITY: (type) (size) �4 Z�ic NO. OF BEDROOMS BUILDER OR OWNER Low v 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 of leaching facility) Feet Furnished.-by "P4, s r >> �, f �/ u '/ �� • �,` , � �_ 0 �` � (/� 0 I �(Qe� ` /'� �- - �� Q Ci�.ry � � �o ,o �' �m o � � ci �} Op ME TOy, Town of Barnstable FP �: - '— —r-�~�� pi TNEY BOWES Public Health Division I POSTAGE» R„SATSS6LE. 200 Main Street U.S. �— �pTFDMP'�P0 Hyannis,MA 02601 •• =• ��� M i zip 02601 $ 1 006.56 7015 1730 0001 4987 6766 02 4w JAN 10. 2018. 00o0336455 . N T XT F RI,5. P9 F.GTj RETURN= tag nrn_aay'n M 31la AS,.� TO FORWARD ;j' . ,.ti�.atl,! i jM. Complete items 1,2,and 3. A. Signature e Print your name and address on the reverse X ❑Agent I' I so that we can return the card to you. ❑Addressee I ® Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery I or on the front if space permits. I "ivery address different from item 11 ❑Yes i enter delivery address below: ❑No DON, NANCY K, & PAGE, JANE K, TRS I I -- 57 CURRY LANE I --- I OSTERVILLE, MA 02655 I, I 8: Service Type YP ❑Priority Mail Express® I��QIIIQI IQII IQI i II II II I I I IIIII I IQ I II I I I II I III o AAdultdult Signature Restricted Delivery El Registered Mail Restricted 9590 9402 1933 6123 1788 11 ertitied Mail® eIlvery I ❑Certified Mail Restricted Delivery , r.Receipt for ❑Collect on Delivery Merchandise i 19 Article,Nqrnher_CTransfer_.from_service_/ahe/i 0 Collect on Delivery Restricted Delivery 11 Signature ConfirmationT 7 015 17 3 0 0 0 01 4 9 8 7 6 7 6 6 ail ❑Signature Confirmation l `ail Restricted Delivery Restricted Delivery I n � I j tl .I 11 PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt :ty3� s1 I ; Tt?:e: iT?s:- r -r ofj"F r� Town of Barnstable Barnstable ti Regulatory Services Department MRme`caC j nABM 9 "9. ��� Public Health Division UfaA 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard V.Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 7015 1730 0001 4987 6766 January 10, 2018 -- `DOTY,-NANCY K, &-PAGE,JANE K, TRS 57 CURRY LANE OSTERVILLE,MA 02655 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system (System 1 of 2 Front System) located at 57 Curry Lane, Osterville, MA was inspected on 12/20/2017 by Shawn Mcelroy, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Fails" under the guidelines - of 1995 TITLE V (310 CMR 15.00) due to the following: • Leaching facility with standing liquid level at or above the invert pipe (per Town Code 360-20 h)..Must repair or reroute plumbing. You are ordered to repair or replace the septic system within two (2)years from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH WscKean, R.S.,.CHO . Agent of the Board of Health Q:\SEPTIC\Title V Inspection Report Letters Mailing\Failed or Needs Further Evaluation Letters\57 Curry Lane Osterville.doc III •. • co wti I -3 cO Certified Mail Fee Q' $ Extra Services&Fees(check box,add fee as appropriate) Z 6 ❑Return Receipt(hardoopy) $ Clrq ❑Return Receipt(electronic) $ Postma*e N,, r3 ❑Gertlfled Mall Restricted Delivery $ 14erm i 0 ❑Adult Signature Required $ �•y 0.❑Adult Signature Restricted Delivery$ -01 •' O Postagr m $ Total PI $ 1 DOTY, NANCY K, & PAGE, JANE K,TRS m 3entTi- 57 CURRY LANE to Sireer - OSTERVILLE, MA 02655 j......•. Ir` I r r r r r rrr•r• Certified Mail service provides the following benefits: •A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail •A unique identifier for your mailpiece. associate for assistance.To receive a duplicate •Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipients retail associate. signature)that is retained by the Postal Service'" Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,Rrst-Class Package Service®, available at retail). r or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age, international mail. and provides delivery to the addressee specified •Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on,Ty ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: I postmarking.ti you don't need a postmark on this -Return receipt service,which provides a record. Certified Mail receipt,detach the barcoded portion- of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply r'_ You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return ` Receipt,attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your records. Ps Form 3800,April 2o15(Reverse)PsN.7530-02-0004w7 , ® Complete items 1,2,and 3. 9 ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee o Attach this card to the back of the mailpiece, ived by(Print C. Date of Delivery or on the front if space permits. 1. D::Is delivery address different from item 1? ❑Yes to \If'YES,el —livery address below: ❑No ©OTY, NANCY K, & PAGE,JANE K 9tkS 57 CURRY LANE �`� OSTERVILLE, MA02655 3. I' N� N NO II I�IIIDI IQII ICI I II II II I I IIIII I i I II I �I III 3. Service Type ❑Priority Mail Expre..8 T14 ❑ ❑Adult Signature ❑Registered Maililr"' duit Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 1933 6123 1785 76 ❑Certified Mail® �.,t Delivery Certified Mail Restricted Delivery y�Return Receipt for ❑Collect on Delivery (�Merchandise 2�"+^�e-w,mher;Mransfer from Service,label) ; O Collect on Delivery Restricted Delivery ❑Signature ConfirmatlonTM :_ ❑In�suredMail t ❑.Signature Confirmation 1.d' 17 330 ,0 0 01• 4 9 6 t 6 8 41j fk Restricted.Delivery '• '•'Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 _ ' Domestic Return Receipt I' USPS TRACKNG# E I First-Class Mail C Postage&Fees Paid USPS Perms No.G-10 9590 9402 1933 6123 1785 76 United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service I Town of Barnstable Health Division Os 200 Main Street Hyannis, MA 02601 �I leiie.i .izt.: �'TKE Town of Barnstable Barnstable AFAmedcacily Regulatory Services Department BARNSTAl3M 9. �� Public Health Division Ma+A 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard V.Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 7015 1730 0001 4987 6841 January 30, 2018 - SECOND NOTICE DOTY, NANCY K, & PAGE, JANE K, TRS 57 CURRY LANE OSTERVILLE, MA 02655 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system (System 1 of 2 Front System) located at 57 Curry Lane, Osterville, MA was inspected on 12/20/2017 by Shawn Mcelroy, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: • Leaching facility with standing liquid level at or above the invert pipe (per Town Code 360-20 h). Must repair or reroute plumbing. You are ordered to repair or replace the septic system within two (2)years from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH t!MrcKe4an, R.§., CHO Agent of the Board of Health Q:\SEPTIC\Title V Inspection Report Letters Mailing\Failed or Needs Further Evaluation Letters\57 Curry Lane Osterville Second Notice.doc N - OFFICIAL . L caCertified Mail Fee ,+�J.SOCI S• Extra Services&Fees(checkbox,add fee as appropriate) ❑ReWm Receipt(hardcopY) $ ❑Return Receipt(electronic) $ r1 ;Postmark %O C3 ❑Certified Mail Restricted Deli very $ 177 Hard f f yr � N C3 ❑Adult Signature Required + ..$ ❑Adult Signature Restricted Delivery$ O Postac- - — r .. 71 m ; � $ �otalr ° $ DON, NANCY K, & PAGE, JANE K, TRS Ln Sent1 57 CURRY LANE o OSTERViLLE, MA 02655 I� I crry,-s Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ha A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this, delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agea Important Reminders: Adult signature service,which requires the g a You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). T7 or Priority Mail®service. Adult signature restricted delivery seyvice,which •Certified Mail service is notavailable for requires the signee to be at least 21 years of age, International mail. and provides delivery to the addressee specified ■Insurande coverage Is notavailable for purchase by name,or to the addressee's authorized agent., with Certified Mail service.However,the purchase (not available at retail). C, of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your J7 endorsement on the mailpiece,you may request Certified Mail item at a Post Office-for e1 the following services: postmarking.It you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,afrm it to the mailpiece,apply p, You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt complete PS Form 3811,Domestic Return Receipt attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your records. Ps Form 3800,April 2ols(Reverse)PSN 7530-02-000• 7 4� f v �tIKQE T� Town of Barnstable Barnstable Regulatory Services Department ;fMcaC j BAPNSPAHIX 9 039. ��� Public Health Division 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard V.Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 7015 1730 0001 4987 6766 January 10, 2018 DOTY, NANCY K, & PAGE,JANE K, TRS 57 CURRY LANE OSTERVILLE, MA 02655 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system (System 1 of 2 Front System) located at 57 Curry Lane, Osterville, MA was inspected on 12/20/2017 by Shawn Mcelroy, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: • Leaching facility with standing liquid level at or above the invert pipe (per Town Code 360-20 h). Must repair or reroute plumbing. You are ordered to repair or replace the septic system within two (2)years from the date you receive this notification. Failure to repair/replace the septic system within the deadli e period will result in future enforcement action. 1 , PER ORDER OF THE BOARD OF HEALTH (fizsYcKean, R.S., CHO Agent of the Board of Health Q:\SEPTIC\Title V Inspection Report Letters Mailing\Failed or Needs Further Evaluation Letters\57 urry Lane Ost 'Ile.d c -.Town of Barnstable i i Aa ANCr�� Regulatory Services Department Public Health Division 200 Main Street,Hyannis MA-02601 Office: 508-8624644 Richard Scab,Director FAX 508-790-6304 Thomas A McKean,CHO Feb 6, 2007 Rev. 5111116 DEADLINES TO'REPAIR FAJZED.SYSTEMS (Town Code §360-44 and Title V: 310 CMR 15,000) _ 'An`Y marked in the o is the failure criteria and associated repair deadline ° 60 DAY DEADLINE CRITERIA ❑Discharge or ponding of effluent to the surface of the ground w . ❑Pumping more than 4 times during the last year not due to clogged or obstructed Pipe o Backup of sewage into the house due to an overloaded or clogged SAS or cesspool ONE(1)YEAR DEADLINE CRITERIA ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑Any portion of the SAS, cesspool, or privy below high groundwater elevation ❑Any portion of the cesspool within a Zone 1 to a public well ❑Any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis. (This system passes if the water analysis indicates the well is free from pollution). TWO (2)YEAR DEADLINE CRITERIA 4 Single'Cesspool ❑Any"conditionally passed systems"(broken cover,relocation of a pipe,'relocation of a driveway due to H-10 components, etc) o Leaching pit.or cesspool with high liquid level, <12"below inlet(per Town Code §360-9.1) .Leaching facility with standing liquid level at or above the invert pipe (per Town Code §360-20 h) OTHER Repair deadline: a\SEPTIC\DEADLINES TO REPAIR FAILED SYSTEMS.doc Commonwealth of Massachusetts f"� •_ `'" {`« ? * r>:_ . a=1 r Title 5 Official In :Form ' �I Subsurface Sewage Disposal System Form Not for�Voluntary Assessments J�- ` u:• 57 Curry Ln (System 1 of 2 Front System) ��° ,► « 1 ' t'. ' «gib. r, + « «': ' _ g 4Za _- Property Address + + t'{ Jane Page , Owner Owner's Name } information is required for every Osterville,/ ' �'- « MA 02655 12-20 17`° r. page. City/Town 3- ro State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. A. General Information 1. Inspector:..,, , « M !' f ,r e ..� r :aa, . i• . • t,q , `ez ' , .N�t iY r . # r « � .. i �:•`,. - '«' :.� N,3C'.w.1 '" �f t4��.r.`:+p�it . tr: a a « Shawn Mcelroy Name of Inspector Upper Cape Septic Services Company Name P.O. Box 73 Company Address E. Falmouth MA. 02536 City/Town State Zip Code , 1-508-495-0905 S13971 Telephone Number License Number B. Certification :«. I certify that'I have personally inspected the sewage disposal system at this address.and that the information reported belowi'is true; accurate and complete-as of-the,time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. Lam a DEP approved system inspector pursuant to Section 15.340 of Title 5'(310 CMR 15.000).`The system:" ;El ;Passes;.: «� , r�. 2, Conditionally Passes- Failsi r ,?��•, 1� :�''i.'..^ ' ai.«: +�-� ti t+.'"F.. ,i .a«:"4 ?. f,.y,'[i�e r 'Y't i' -tr4."�f`Y'1 g3'.-, ..sy,.«,4 x;'11-..::`..-- '"i.yi #''3. " 'Eh-Needs Further Evaluation by the.Local Approving Authority a, f+ v • ° 12-20-17' nspector's Signature Date , The system inspector shall submit a,copy`of this inspection report to the Approving Authority (Board of Health or'DEP)within 30 days of completing this inspection. If the system 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 of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. [S.ystem-is two leach,pits.,First pit evaluated under Septic Tank section. t5ins.doc-rev.6/16 a>. Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page T of 17 Commonwealth of Massachusetts 1a=1 Title 5 Official Inspection For f ' IfE, Subsurface Sewage Disposal System Form Not foriVoluntary Assessments ;;! 57 Curry Ln (System 1 of 2 Front System) v Property Address Jane Page Owner Owner's Name information is required for every Osterville MA 02655 12-20-17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A;B,C,D`or E/always complete all of Section D A) System Passes: Y e ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ 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. Check the box for"yes", "no"or"not determined"'(Y, WND)for the following.statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying'septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. 4 ❑ Y ❑ N ❑ ND(Explain below): . ; t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 ;1 • Commonwealth of Massachusetts �'�:- + . ;..,i+", . • ' a=1 r Title 5 Official Inspection Form,` Subsurface Sewage Disposal System Form Not for Voluntary Assessments, 57 Curry Ln (System 1 of 2 Front System) Property Address Jane Page Atl Owner Owner's Name i_, . information is Osterville �' required for every MA 02655 12-20-17•' page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ".• i .. + ii .•�. .. +i t .it's.. r •... n .. 0':. ,.i:. B) System Conditionally Passes (cont.): .. ' ❑ Observation of sewage backup 'or`break out or high static water level.in the distribution box due to broken or obstructed pipe(s).or due to a broken, settled or uneven distribution box. System will " pass inspection if(with approval of Board of Health): ❑" broken pipes) are replaced ❑ Y ❑ N, ❑ND (Explain below): ❑ obstruction'is removed` .; "❑'Y• `❑ N ❑'ND (Explain below): 1• .,,-. - ❑ distribution•box is leveled or replaced 0❑t Y .i❑ N ❑ ND (Explain below): .. . A- 'Y i:_.i. tq is ,� .h ,Z.. •.;t't. ;p - i, . . !'?+t. ❑ The system required pumping more than 4 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or 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 jAr manner which will protect public health, safety and the environment: z ' ❑ Cesspool or privy Is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet'of a bordering vegetated wetland or a salt marsh t5ins.doc•rev.6/16 a +s Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts �aa Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments �,,�_�,.✓ Curry stem 1 of 2 Front System) • L- ..-- rY Ln (System Property Address Jane Page Owner Owner's Name information is required for every Osterville ' MA 02655 12-20-17 Zi City/Town/Town State page. Y p Code Date of Inspection B. Certification (cont.) - j 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, safety and 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. ❑' The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ® ❑ Backup of.sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® 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 overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts •. �,,.1, ,_ R' _ f Title 5 official, Inspection. ForrnF Subsurface Sewage Disposal System Form =Not for Voluntary Assessments-f 57 Curry Ln (System 1 of 2 Front System) .,, Property Address Jane Page Owner Owner's Name information is r required for every Osterville MA ti 02655 12-20-17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) �► '';� c: � � .`� Yes El ® 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 SAS, cesspool or privy is below high.ground water elevation. f� ❑ I ® ' , Any,portion of cesspoolorfprivy is within 100 feet of a surface water supply or tributary to a surface water supply: ❑ -' ® ; . O ,Any portion,of a cesspool'or privy is within a Zone 1 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. [This r system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence �,. . of ammonia nitrogen,and nitrate nitrogen is.equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and,chainiof custody must be attached to this form.] El The system is a cesspool serving a facility with a design flow of 2000gpd- :jiz10,000gpd.: The system fails. I have determined that one or more of the above failure ®' ❑ $' criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner,should contact the Board of Health to determine what will be .'necessary to correct the failure.= ft. . ' . `.r'., -,t, J 6� `,.fit ,"—,it ,,, �, .►� �;,,. ,: �� _ , ,... E) Large Systems: To be considered aaarge system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large,systems, you must indicate-either"yes",or"no!'-to,each of the;following, in addition to the questions in Section D. .-. • a y, w fly °W';. -t +�;.,fa;,�., Yes No ❑ ❑ 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 II of a public water supply well If you have answered "yes"to an y y y question in Section E the system is considered"a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate Y regional office of the Department. t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts rl fJ Title 5 Official Inspection Form' 4 1�I Subsurface Sewage Disposal System Form -Not for Vol untary.Assessments . a% 57 Curry Ln (System 1 of 2 Front System) Property Address Jane Page Owner Owner's Name information is Osterville MA 02655 12-20-17 required for every - page. City/Town State Zip Code Date of Inspection C. Checklist , Check if the following have been done. You must indicate "yes" or"no" as,to each of the following: Yes 'No ' ® ❑ Pumping information was provided by the owner,'occupant, or Board of Health Were an of the system components u❑ ® y y p pumped out in the previous two weeks. ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ❑ ® Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® El,( Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components,'excluding the SAS, located on site? ® ❑ • • Were the septic tank manholes.uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, ` dimensions, depth of liquid, depth of sludge and depth of scum? ® E-] Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board of Health. Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 ry Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 0 of 17 Commonwealth of Massachusetts ' ` E, :aa f Title 5 Official Inspection Form' �111 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments •' t ;�1 �k✓ 57 Curry Ln (System 1 of 2 Front System) Property Address Jane Page Owner Owner's Name • + information is , required for every Osterville ,g • MA 02655 12-20-17, -_ page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents 0 : Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection, . information in this report.) - El Yes ® No Laundry system inspected? Yes ® No Seasonal use? El Yes ® No Water meter readings, if available (last 2 years usage (gpd)):­ vi.,- • =ti - Detail: + .. ' WA Sump pump? r I, > . s _ ❑ Yes ® No Last date of occupancy: 2017 Date Commercial/Industrial Flow Conditions: Type of Establishment: + - Design flow(based on-310 CMR 15.203):': Gallons per day(gpd) Basis of design flow,(seats/persons/sq.ft:, etc.): r .t Grease trap•present? ❑ Yes ❑ No Industrial waste holding tank Ofesent?� ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 • Commonwealth of Massachusetts :a=1 Title 5 Official Inspection Form l t. 'il Subsurface Sewage Disposal System Form-Not for Voluntary Assessments � F?f a' 57 Curry Ln (System 1 of 2 Front System) Property Address Jane Page Owner Owner's Name information is OsteNille MA 02655 12-20-17 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: ` Source of information: Owner--pumped within last 2 yrs Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Maintenance 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) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ® Other(describe): . << 2-1000 gal leach pits. t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts +�; f : r. ! = le, a=1 f Title 5 Official Inspection Forme ' 14 Subsurface Sewage Disposal System Form-Not for,Voluntary,Assessments t••.. �•,. 4L.J!a 57 Curry Ln (System 1 of 2 Front System) V,J . �L 0 Property Address A Jane Page Owner Owner's Name , s information is Osterville required for every • %'> .�r , ,« MA 02655 12-20-17 page. City/Town , State Zip Code Date of Inspection D. System Information (cont.) t;, s < ,;, :• j,. Approximate age of all components, date installed (if known) and source 6f.information: 1980s Were sewage'odors detected when arriving at the site? r ° ffi:r, fr❑ Yes ® No Building Sewer(locate on site plan): �•¢;; rf ,r;•; r �: .',., ;;;, 3611 Depth below grade: feet Material of construction: ti n,,f +.: •,,,. , +t. �;u s. ; ® cast iron'' �' ® 40 PVC ' ' ` `' El-other(explain):;" '" •` " ' � `<'i t ,- •'' Distance from private water supply well or suction Ime: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Good condition. Septic Tank(locate on site plan): 3011 Depth below grade: `- '%' feet Material of construction: , f.+: •�;' ;F.,,,. ® concrete- ❑ metal ❑ fiberglass ❑ polyethylene),.,i ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of.Compliiance? (attach a copy of certificate)t. - ❑ Yes ❑ No • Dimensions: 1000 gal leach pit 0 Sludge depth: t5ins.doc•rev.'6/16 - Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts . . 'Jill fp Title 5 Official Inspection Form A Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r - `u J;!✓ 57 Curry Ln (System 1 of 2 Front System) j Property Address Jane Page Owner Owner's Name information is Osterville MA 02655 12-20=17 required for every ' page. City/Town State Zip Code Date of Inspection D. System Information (cont.) f Septic Tank(cont.) t s Distance from top of sludge to bottom of outlet tee or baffle N/A Scum thickness 0 " Distance from top of scum to top of outlet tee or baffle N/A, Distance from bottom of scum to bottom of outlet tee or baffle : ', N/A How were dimensions determined? Tape Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Leach pit acting as main tank with baffles installed. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ." ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: 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 Date of last pumping: Date ' t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 r Commonwealth of Massachusetts =1I r Title 5 Official Inspection Form`, Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r- a� �.�.�,!✓ 57 Curry Ln (System 1 of 2 Front System) Property Address Jane Page Owner Owner's Name information is required for every Osterville L ;' MA 02655 12-20-17 r page. City/Town - % State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: . . _ . gallons` Design Flow: .;�,r,x. gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No t5ins.doc-rev,6116' Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts ^, f:� Title 5 Official Inspection - Form � I Subsurface Sewage Disposal System Form.-Not for Voluntary Assessments 57 Curry Ln (System 1 of 2 Front System) A. Property Address Jane Page Owner Owner's Name information is OSterville.• , required for every MA 02655 12-20-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must lie opened) (locate on site plan): Depth of liquid level above outlet invert N/A Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 I Commonwealth of Massachusetts - f Title 5 Official Inspection Forte ,: .l Subsurface Sewage Disposal System Form -Not for Voluntary Assessments .` � %F! i 57 Curry Ln (System 1 of 2 Front System) Property Address Jane Page Owner Owner's Name r . information is r«. A -Q required for every Osterville'. ` MA 02655 12-20=17. page. City/Town State Zip Code Date of Inspection D. System Information (cont.) •- Type: r ® leaching pits number: 2-1000 gal ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields "numberAimensions:-" ❑ overflow cesspool +,number: ❑ innovative/alternative system - Type/name of technology: '- Comments (note condition of soil, signs of hydraulic failure, level of ponding;damp soil, condition.of vegetation, etc.): Overflow leach pit was empty at inspection with stain lines above inlet invert. Cesspools (cesspool must be pumped as part of inspection) (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 Indication of groundwater inflow ❑ Yes ❑ No t5ins.doc•rev.6/16 ,. Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts 1a=1 Title 5 Official Inspection Form �lf4 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r,!„ ' 57 Curry Ln (System 1 of 2 Front System) Property Address Jane Page Owner Owner's Name information is required for every Osterville MA 02655 12-20-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids .Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 i r _ Commonwealth of Massachusetts Title 5 Official Inspection form s.- �1� Subsurface Sewage Disposal System,Form -Not.for,Voluntary Assessments 57 Curry Ln (System 1 of 2 Front System) Property Address R ' Jane Page Owner Owner's Name information is Osterville '' MA 02655 12-20-17 ?" required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) -nj� - Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately f IP III I r;.Je7 "p: t o 1� tr �l f t..i. t5ins.doc•rev.6/16 r Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 , Commonwealth of Massachusetts �4 f Title 5 Official Inspection Form W Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 57 Curry Ln (System 1 of 2 Front System) Property Address Jane Page Owner Owner's Name information is required for every Osterville MA 02655 12-20-17 page. City/Town State Zip Code Date of Inspection D. System Information (cost.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 20' feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: i Date ® Observed site (abutt'ing property/observation hole within 150 feet of SAS) ® Checked with local Board of Health -explain: ® Checked with local excavators, installers- (attach documentation) ® Accessed USGS database- explain: y ! You must describe how you established the high ground water elevation: USGS and town maps show groundwater at greater than 20'. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts L � Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 57 Curry Ln (System 1 of 2 Front System) Property Address Jane Page Owner Owner's Name information is required for every Osterville MA 02655 12-20-17 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist 3 ' ® Inspection Summary:A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file a , t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 NO? Commonwealth of Massachusetts : f Title 5 Official Inspection Foram Subsurface Sewage Disposal System Form -'Not for-Voluntary Assessments ,_. *,i `. i 57 Curry Ln (System 2 of 2 Back System) t t J" Property Address Jane Page r. Owner Owner's Name . information is required for every Osteryille' ++ ' MA 02655 12-20-17:'k 3E, , page. City/Town * " State Zip Code Date of Inspection a - Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. ' ,, ... ty. I . , .o A. General Information 1. Inspector: .. ; Shawn Mcelroy Name of Inspector Upper Cape Septic Services :.<<#,.MIX Company Name P.O. Box 73 t Company Address E. Falmouth MA 02536 City/Town State Zip Code 1-508-495-0905 S13971 Telephone Number License Number B. Certification I certify that 1 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 the inspection. The inspection was performed based on my training and experience in the proper functionr a6d maintenance of on site• sewage disposal systems. I am a DEP approved system,inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000).The system: t'® Passes Conditionally Passes. , O,-Fails:, ,E] Needs Further Ev he,Local�Approvi ng Authority. t,t.. ,• tt� ..12-20-17: c or's Signature _-_- __ Date f The system inspector shall submit`alcopy'of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system 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 of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins.doc•rev:6/16. Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts f aa Title 5 Official . Inspection Form } f Subsurface Sewage Disposal System Form Not for Voluntary Assessments 57 Curry Ln (System 2 of 2 Back System) Property Address Jane Page Owner Owner's Name information is Osterville + required for every MA 02655 12-20-17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: Y ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: System is in good working order with no sign of failure. Y 9 9 9 II B) System Conditionally Passes: ❑ 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. t, + Check the box for"yes", "no"or"not determined" (Y, N,'ND) for the following statements. If"not determined," please explain. ' The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts P21 Title 5 Official_ Irispection Forihn` .IN Subsurface Sewage,Disposal System Form -Not for-Voluntary Assessments L.�;;.✓ 57 Curry Ln (System 2 of 2 Back System) rar. ,. ,, -,� r ,i,t't ' Property Address Jane Page ff Owner Owner's Name information is Osterville `'� '; r MA 02655 12-20-17r' •" - ' required for every • page. City/Town "t- State Zip Code Date of Inspection B. Certification (cont.) y , :� ❑ Pump Chamber pumps/alarms not operational, System will pass with.Board of Health approval if pumps/alarms are repaired.' ` AA B) System Conditionally Passes (cont.): °7 x • t1s,,i ❑ Observation of sewage backup or break out or high static water level in,the distribution box due .to broken or obstructed pipe(§) or due to a broken,'settled`or un'even'distribution box. System will pass inspection if(with approval of Board of Health)`-El " , broken Ipipe(s) area replaced ""� "'❑ Y t�❑ N{ ❑� ND (Explain below): x ' ❑ '{ Al,obstruction is removed `'` ` ' "� ❑`'Y, ❑ ¢N ,`E]' ND3(Explain below): T ❑ distribution box is leveled or replaced- ❑ Y," ❑ 'N " ❑ ND(Explain below): .J r'. Jf" a•. • +. 4.' r >w ❑ The system required pumping more than 4 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 ❑ `Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): a C)• Further Evaluation is°Required bythe,Board of,Health: . ::•a : ; '-.z .�F` ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. raf 1�:1Systemtwill 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 protect public health, safety and_the'environi nient:' ti ,¢•-. t, ,' } a � a "�?ar�f, i " .+ ' Is tf^' : ,'.},►. ...'' M , Cesspool or priv. y is vuithin 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins.doc-rev.6116,j ` _ Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts * .. illf Title 5 Official Inspection Form. �!, V'I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments §!, 57 Curry Ln (System 2 of 2 Back System) " Property Address Jane Page Owner Owner's Name information is required for every Osterville MA 02655 12-20-17 page. City/Town _ State Zip Code Date of Inspection B. Certification (cont.) ; 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 Y 9 p safety and environment: • r ❑ 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. " ❑ The system has a septic tank and SAS and the SAS is.within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. I ' ' - El The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or " more from a private water supply well**. Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: t D) System Failure Criteria Applicable to All Systems: You must indicate "Yes"or"No"to each of the.following-for all inspections: Yes No { ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool e' ❑ ® 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 overloaded or clogged SAS or cesspool El ® Liquid depth in cesspool,is less than 6" below invert or available volume is less than %day flow t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts :+ Title 5 Official Inspection Form hI Subsurface Sewage Disposal System Form.-Not for Voluntary Assessments `� �_;;!✓ 57 Curry Ln (System 2 of 2 Back System) ; ? _ •. t=t, t .f=•�. , Property Address - Jane Page , Owner Owner's Name , information is required for every Osterville ' -;�, MA 02655 12-20-17 ' ' page. City/Town -.�. �9. State Zip Code Date of Inspection B. Certification (cont.) Yes , No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑l, ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to'a surface water supply. El 0 , .-', Any portion of a-cesspool or privy is within a Zone 1 of a public well. ❑' ® Any portion of a cesspool,or privy is cwithin 50 feet of a private water supply well. J.❑ ® 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. [This >. :.. system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence .of ammonia nitrogen and-nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] The system is a cesspool serving a facility with a design flow of 2000gpd ❑ ®` ; ;The system fails.I have,determined�that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The F system.owner should-contact the Board of Health to determine what will be t . ► ;a, necessary to correct the failure.." w, • s. ` E) Large Systems: To be considered a large system,the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. r . . .. it ,- , -I•-�, , '•b R', . For large systems, you,musf indicate�either"yes" or i`no".to each of the following, in addition to the _ questions in Section D. r=- _•:. . .. ,;: Yes No ❑ ❑ F the system is within 400 feet of asurface drinking water supply' ❑ ❑ the system is within 200 feet of a tributary WA surface'drinking water supply f. , the system is located in a nitrogen sensitive area (Interim Wellhead Protection E] ❑ Area— IWPA) or a mapped Zone II of a public water supply well If you have answered t' any question in Section E the system`is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins.doc•rev.6/16 ;• Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts a=1 t Title 5 Official Inspection Form �'�-i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 57 Curry Ln (System 2 of 2 Back System) Property Address Jane Page Owner Owner's Name information is required for every Osterville MA 02655 12-20-17 page. City/Town State Zip Code Date of Inspection C. Checklist # I - Check if the following have been done. You must indicate "yes" or"no" as to'each of the following: Yes No ® E1 Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® -Has the system received normal flows in the previous two week period? Have large volumes of water been introduced to the system recently or as part of ❑ ® this inspection? ' ❑ ® Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ - Was the facility or dwelling inspected for signs of sewage back up? ® a ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ' ❑' Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑, Was the facility owner(and occupants•if different from owner) provided with information on.the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design):• ' 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts ij °.. << :a=1 ;I, Title 5 Official Inspection Forrn' '' 'i-i Subsurface Sewage Disposal System Form •Not for Voluntary Assessments t �.; ✓ 57 Curry Ln (System 2 of 2 Back System) .:. •w:, ' Property Address ; Jane Page :.� Owner Owner's Name information is required for every Osterville. `:. MA 02655 12-20-17• . page. City/Town State Zip Code Date of Inspection t D. System Information t: Description: F, 3r . . . t d.. Number of current residents: 0 Does residence have a garbage grinder?. ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection_t El Yes ® No information in this report.) Laundry system inspected? ;Y r:. ter; ❑ Yes ® No Seasonal use? tc.; ar z +r:,- ;41, ,_ ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): • - ' Detail Sump pump? ,►,:I - El Yes ® No 2017 Last date of occupancy: Date Date Commercial/Industrial Flow Conditions: Type of Establishment: •- Design-flow(based`on,310 CMR 15.203): k ' Gallons per day(gpd)' Basis.of.designLflow(seats/persons/sq:ft., etc.): : e, o , Grease trap present?,;,, > ' I d. r+ri,Mr ,t ❑ Yes ❑ No Industrial waste holding tank present? t �' ..+�► r - ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts +4 Title 5 Official- Inspection Form hI Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 57 Curry Ln (System 2 of 2 Back System) Property Address Jane Page Owner Owner's Name information is Osterville MA 02655 12-20-17 required for every ' page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Owner--pumped within last 2 yrs Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: - gallons How was quantity pumped determined? Reason for pumping: Maintenance 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) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 I Commonwealth of Massachusetts r,•^-„_ T . :a Title 5 Official Inspection -Form ' '1�11 Subsurface Sewage Disposal System Form Not for Voluntary,Assessments 57 Curry Ln (System 2 of 2 Back System) r- Property Address Jane Page Owner Owner's Name information is OSterVille required for every MA 02655 12-20-17to page. City/Town State Zip Code Date of Inspection D. System Information (cont.) _ �; �� > . • '- Approximate age of all components, date installed (if known) and source,of inforrfiation: 1972 Were sewage odors detected when arriving at the site? t 4,.' o ❑ Yes ® No Building Sewer(locate on site,plan):it. r I t,r = r, Depth below grade: ! : .:F f• ,+ ; r 36 11 feet Material of construction: w . . .. Orangeburg ® cast in 940`PVC ` ® other(explain): 4 ... r A l „ L , Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Good condition. Septic Tank(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years ' Is age confirmed by a Certificate,of Compliance? (attach a copy of certificate),." ❑ Yes ❑ No Dimensions: Sludge depth:. t5ins.doc-rev.6/16. Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts l f Title 5 Official Inspection Form Subsurface Sewage.Disposal System Form -Not for Voluntary Assessments � t IM 57 Curry Ln (System 2 of 2 Back System) Property Address Jane Page Owner Owner's Name information is required for every Osterville - MA 02655 12-20-17 . page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank (cont.) 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 How were dimensions determined? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or.baffle f " Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts :a Title 5 Official Inspection Forma �N Subsurface Sewage Disposal System Form-Not for Voluntary Assessments +,•." 57 Curry Ln (System 2 of 2 Back System) n a7i ,# Property Address Jane Page s Owner Owner's Name r , 4 information is Osteryille required for every v" r,t MA 02655 12-20=17 •r, page. City/Town I - State Zip Code Date of Inspection D. System Information (cont.) t -,�..,�� :�1« :- r " a �, ,Y}• r Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage; etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: . ❑ concrete ❑ metal ❑ fiberglass' ❑ polyethylene ❑ other(explain): Dimensions: „ Capacity: gallons" Design Flow:,,!,, r,, :: . rr .,i :E€: , k. ; , .:.. gallons per-day"""', Alarm present: ❑ Yes° ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date • Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17' • Commonwealth of Massachusetts vi=i Title 5 Official Inspection Form 4�1�;41 Subsurface Sewage.Disposal System Form.-Not for Voluntary Assessments. ' E 57 Curry Ln (System 2 of 2 Back System) Property Address Jane Page Owner Owner's Name information is Osterville MA 02655 12-20-17 required for every ' page. City/Town State Zip Code Date of Inspection D. System Information (cont.) ' Distribution Box(if present must be opened) (locate on siteplan):, ' Depth of liquid level above outlet invert N/A Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts . . 1 :.r,x f I r .► a=1 f Title 5 Official Inspection Form ' 'iEl Subsurface Sewage Disposal-System Form Not for Voluntary.Assessmentss' 57 Curry Ln (System 2 of 2 Back System) , Property Address .'�. Jane Page Owner Owner's Name information is required for every Osterville MA 02655 12-20=17, page. City/Town State Zip Code Date of Inspection D. System Information (cont.) r ;.1 •. . •-' w . ,�_:- . Type: - r v . r Ir ❑ leaching pits " +t ' `-number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields + _number,dimensions:"L. ® overflow cesspool number:. :r­: r!rrt 1-6x8 ❑ innovative/alternative system .�. r Type/name of technology: Comments (note condition of soil, signs of hydraulic failure;-level of ponding, damp soil, condition of vegetation, etc.): : 6x8 cesspool in good condition and empty at inspection with baffles.installed and stain line at 18" below inlet invert. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration 2-Inline.: Depth—top of liquid to inlet invert N/A Depth of solids layer 0 Depth of scum layer 0 Dimensions of cesspool 6x8 Materials of construction Block Indication of groundwater inflow ❑ Yes ® No t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17' Commonwealth of Massachusetts , 1a=1 Title 5 Official Inspection Form ' � Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 57 Curry Ln (System 2 of 2 Back System) Property Address Jane Page Owner Owner's Name information is required for every Osteryille F MA 02655 12-20-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Both cesspools in good working order and empty at inspection. Privy (locate.on site plan): ,. Materials of construction: Dimensions Depth of solids I Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins.doc-rev-6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts a=1 f Title 5 Official Inspection.form � z r ' ,,.��I Subsurface Sewage Disposal System Form Not for Voluntary,Assessments �• '* r.` ' 57 Curry Ln (System 2 of 2 Back System) t r•1F•f^ s Property Address ,i y •.- '' Jane Page Owner Owner's Name information is OSterville --� Y, required for every MA 02655 12-20-171 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 4i v Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells Within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ' ® hand-sketch in the area below ❑ drawing attached separately r rj 4,. Lj • is , .. : .» , •„ t, � ;.:: _ , .. = .,� ..r if .. ! p?, i�^,�" !',• r !t ry t a! t: i .I",Y"; j :tl.f'.' _ ..:$T ! r r i.n.•f:'J! +'ti .. ('.�. '. "'11Vc I, sf i "W. t5ins.doc-rev.6/16 y n- ,! Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments `<<,k% 57 Curry Ln (System 2 of 2 Back System) Property Address Jane Page g Owner Owner's Name information is required for every Oste►yille MA 02655 12-20-17 page. City/Town State Zip Code Date of Inspection D. System Information cont. Site Exam: ❑ Check Slope ❑ Surface water Y�_ •± ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 20' feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS), ® Checked with local Board of Health -explain: ® Checked with local excavators, installers- (attach documentation) ® Accessed USGS database- explain: You must describe how 9 you established the high round water elevation: y 9 USGS and town maps show groundwater at greater than 20'. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts :a=1 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 57 Curry Ln (System 2 of 2 Back System) Property Address - Jane Page Owner Owner's Name information is required for every Osterville MA 02655 12-20-17 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 ,PA elf N OSTL'RYILLL' LEGEND 20 —— EXISTING CONTOUR x 20.12 EXISTING SPOT GRADE zr— PROPOSED CONTOUR FDRT�.S >�'.1t' W EXISTING WATER SERVICE MAv �0 LDG'll G EXISTING GAS SERVICE ych H.IRS— OVERHEAD WIRES CONVENTIONAL S.A.S. TEST PIT �9Pf. h FOR ILLUSTRATION ONLY-DO NOT INSTALL BENCHMARK No A 18' X 25' LEACH FIELD BOTTOM AREA = 450 SF CAPACITY = 0.74 GPD/SF(450 SF) = 333 GPD 7� LOCUS MAP NOT TO SCALE �O LOT 75 EXISTING CESSPOOLS 50.3 S° 16,955 ±SQ. FT. TO BE PUMPED, TILLED WITH SAND & ABANDONED �A BENCHMARK \\ / P%^S S; 49.56 N THRESHOLD o � EL.=49.9800 j 0 49,80 „ Q �49.92 J + cS. • ov 49.60 f `f�'/ 49.43 T x P-2 49.22 8,95 x N 19 PROPOSED tx`1' . x • • . SEPTIC TANK 9.10 49.07 49.03 ENCLOSED 49.16 �-•— _ MECH PORCH 48.80 48.68 x 47.50 x 47.31 47.55 NO FOUNDATION N 9 48,97 F Y-` lEX1STING% 51;�9� C + 48.67 4,2.4 �8 � _��I� HOUSE(#57) Eo ' 44,37 GARAGE . 44, q '' --� T.O.F.=49.65t' 48.46, �� —4 Z 25 CB WALK x 38.51 0_ ,c48.36 36.71 \�3 <�S 0, 47.28 4 .70 48,22 w 0 0 0 �' � - R. K CATCH BASIN �62:' -9y: / \ LAIMP x 47,58 x 48,34 °0 48,23 35,23 \ \ \ \ 5.,68 ow —x 46.20 oQa x 47,24 36.40 \�� \\� \�v \��� --.` to ly of � 380. 6 y 38.11 \ x 46,79 CB V� 39.74 x 45.62 UP ��� OF MAssq �y� PARCEL ID: 117-319 41.40 o PETER T. �, PLAN REVISION 7/12/19 M EE N TANK & SAS LOCATIONS CIVIL PROPOSED SEPTIC SYSTEM UPGRADE PLAN °• 35109All 57 CURRY LANE, OSTERVILLE, MA F I Prepared for: Quinns Excavating, 39 Bog River Bend, Mashpee, MA 02649 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. PAGE, JANE K TR THE DOTY 2016 REALTY TRUST Engineering Works, Inc. 1"=20' P.T.M.. 153-19 57 CURRY LANE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. OSTERVILLE, MA 02655 (508) 477-5313 4/15/19 P.T.M. 1 Of 2 1 c/ NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.=46.61 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK INSTALL RISERS & COVERS- OVER INLET & PROPOSED D-BOX PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & WATERTIGHT T.O.F.=49.65t COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER ONE ROW(MIN.) fF.G. EL.=49.Ot F.G. EL.=49.3t F.G. EL.=49.5t F.G. EL.=49.6 EXISTING f MAINTAIN 2% GRADE MIN. OVER S.A.S. L = 25' �•�. u•.o.o� S=1% (MIN.) L = 19' L = 9' INSPECTION 4'SCH40 PVC © S=1% (MIN.) p S=1% (MIN.) PORT TOP OF TANK=47.50 4'SCH40 PVC 4'SCH40 PVC 13. _ ta" 44" LIQUID LEVEL a" B 11" TO INVERT I I GAS� � INV.=46.46 PROPOSED 46.29 r 3 ROWS OF 7 UNITS AT 6.25'/UNIT = 43.A' BOTT. OF TANK=42.96 INV.=46.65 D-BOX INV.=46.20 SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED 1500 GALLON SEPTIC TANK INFILTRATOR IM1530 GALLON PLASTIC TANK INV.=46.90 ESTABLISH VEGETATIVE COVER CONNECT TO NEW SEWER BACKFILL WITH CLEAN NATIVE OR AT HOUSE, INV.=47.19•. PERC SAND TO TOP OF CHAMBERS BREAKOUT=TOP NOTES: TOP ELEV.=46.61 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV.=46.20 INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=45.28 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 5' MIN. SEPARATION � ��IIII�IIIII TRUE TO GRADE ON A MECHANICALLY COMPACTED TO GROUNDWATER 6" 6"SIX INCH CRUSHED STONE BASE, AS SPECIFIED iN 4' (MIN.) OF NATURALLY EFFECTIVE WIDTH=9.5' 310 CMR 15.221(2). OCCURRING PERVIOUS SOILS SUITABLE SOILS 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=38.1 4) GAS BAFFLE TO BE INSTALLED 014 OUTLET TEE USE 3 ROWS OF 7-HIGH CAPACITY H-20 INFILTRATOR UNITS AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. WITH 6" SEPARATION BETWEEN EACH ROW & NO STONE 5) SEPTIC TANK SHOULD NEVER BE EMPTY AT TIMES TYPICAL SECTION OF ANTICIPATED FLOODING. SEPTIC SYSTEM PROFILE SOIL LOG GENERAL NOTES: DATE: APRIL 11, 2018 (REF#15,952 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL EVALUATOR: PETER McENTEE PE(SE1542) BOARD OF HEALTH, AND THE DESIGN ENGINEER. WITNESS: DAVID STANTON R.S. HEALTH AGENT 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY AP. LICABLE LOCAL RULES AND REGULATIONS. 49.8 A 0" 49.6 A 0" 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR LOAMY SAND --- LOAMY SAND TC INSPECTION AND-APPROVAL BY THE BOARD OF, HEALTH AND THE 10YR 4/2 10YR 4/2 DESIGN ENGINEER. 48.8 12" 48.8 10" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING B B FROM THOSE SHOWN HEREON SHALL EE REPORTED TO THE DESIGN LOAMY SAND LOAMY SAND ENGINEER BEFORE CONSTRUCTION CONTINUES. 10YR 5/6 10YR 5/6 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 46.1 44" 46.1 42" C PERC C PERC 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 30"/18" 60"/72" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DUPING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS MED. SAND MED. SAND AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 2.5Y 6/4 2.5Y 6/4 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 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 38.3 1 138" 38,1 138" 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. PERC RATE <2 MIN/IN. -"C" HORIZON 13. SUBJECT SITE DOES NOT LIE WITHIN A STATE REGULATED ZCNE II. NO GROUNDWATER ENCOUNTERED 14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT AS A PROPERTY LINE SURVEY OR FLOOD ELEVATION CERTIFICATION. 000000 000000 00.0.00 0000000 00000000II I00000000 DESIGN CRITERIAClosed End Plate Open End Plate NUMBER OF BEDROOMS: , 3 BEDROOMS W SOIL TEXTURAL CLASS: CLASS I Z-- DESIGN PERCOLATION RATE: <5 MIN/IN 16 DAILY FLOW: 440 GPD 75" DESIGN FLOW: 440 GPD f- 34 1.25" GARBAGE GRINDER: NO Side View End View PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY HIGH CAPACITY INFILTRATORS, H-20 LOADING LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF INFILTRATOR CHAMBERS .74 GPD/SF DISTRIBUTION BOX: 1 INLET, 3 OUTLETS (MINIMUM) H-20 USE 3 ROWS OF 7. HIGH CAPACITY INFILTRATOR H-20 UNITS. WITH PROPOSED SEPTIC SYSTEM UPGRADE PLAN NO STONE, SPACED 6" BETWEEN ROWS, FOR A 9.5' x 43.8' BED 57, CURRY LANE, OSTERVILLE, MA SIDEWALL AREA: NOT APPLICABLE BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF,/LF) Prepared for: Quinns Excavating, 39 Bog River Bend, Mashpee, MA 02649 (INFILTRATORS) 21 UNITS x 6.25 LF x 4.73 SF/LF = 620.81 SF Engineering by: SCALE DRAWN JOB. NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(620.81 SF) = 459.4 GPD Engineering Works, Inc. N.T.S. P.T.M. 153-19 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. NOMINAL BED AREA: 9.5' x 43.8' = 416.1 SF (400 SF REO'D) (508) 477-5313 4/15/19 P.T.M. 2 Of 2 :n N LEGEND O.ST�'RYILL�' ® Affcaff — 20 —— EXISTING CONTOUR N� x 20.12 EXISTING SPOT GRADE PROPOSED CONTOUR FORT-'S 1YAY W EXISTING WATER SERVICE MAW G EXISTING GAS SERVICE e Y � y —p.H.W OVERHEAD WIRES a �y3 CONVENTIONAL S.A.S. TEST PIT FOR ILLUSTRATION ONLY-DO NOT INSTALL BENCHMARK b A 18' X 25' LEACH FIELD BOTTOM AREA = 450 SF CAPACITY = 0.74 GPD/SF(450 SF) = 333 GPD ma P11 C LOCUS MAP NOT. TO SCALE LOT 75 EXISTING CESSPOOLS 50.3 16,955 ±SQ. FT. TO BE PUMPED, FILLED WITH SAND & ABANDONED BENCHMARK / �^ -�s� 49.56 THRESHOLD / ��� � o .P �+ EL.=49.98 \ �. P y 7 � Q cr N_ 49.80 ���� ��e' �� J o � Py 49.92 .+. LO q�s. 49.60 + 49.43. . . . . . ,O �3 x 49.22 TP-2 8.95 x N 19 ^ O PROPOSED SEPTIC TANK IC�' ^��. x 9.10 , 49.07 49,03 ENCLOSE 49,16 48.68 —— MECH PORCH , 47,50 CB x NO FOUNDATION + 48.80 - -x• r47 31- 47,55 _ 48.97 ---466— ,EXISTING/ ��¢F�F� c \ >>9� + 48.67 44,37 GARAGE HOUSE(#57) E � 2\8 `�4 — T.O.F.=49.65f 48.46 —4-2 42,5 CB \ WALK x 48.36 36.71 \ x QCh 48.2.2 \ 47.28 w 40. \%J,9VFD.. : 4 .70 \ M CATCH BASIN \ x 48, / \ 48,23 35.23 \ ::. L MP \ x 47.58 � \ / + 47,73 Z x 5 68 4� \ 46,20 oQa x 47.24 36,40 �a \\��\��S 6 v5 06\\� £ enf \ �� 38,11 \ \ x 46,79 CB 39.74 UP x 45,62 ,�� OF Mgss PARCEL ID: 117-319 41.40 o PETER T. �, PLAN REVISION 7/12/19 McENT CIVILEE N TANK & SAS LOCATIONS PROPOSED SEPTIC SYSTEM UPGRADE PLAN No. 35109 57 CURRY LANE, OSTERVILLE, MA G/SZE.�E� cc� `f 0 � Prepared for: Quinns Excavating, 39 Bog River Bend, Mashpee, MA 02649 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. L c, PAGE, JANE K TR 1"=20' P.T.M. 153-19 THE DOTY 2016 REALTY TRUST Engineering Works, Inc. 57 CURRY LANE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. OSTERVILLE, MA 02655 (508) 477-5313 4/15/19 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.=46.61 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX PROPOSED S.A.S. OUTLET AND SET TO 6" OF.FINISH GRADE INSTALL RISER & WATERTIGHT T.O.F.=49.65f COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER ONE ROW(MIN.) F.G. EL.=49.Ot F.G. EL.=49.3t F.G. EL.=49.5t EL.=49.6 EXISTING MAINTAIN/F.G. GRADE MIN. OVER S.A.S. M•ID.qw 2P W.DIA L = 25 INSPECTION S=1% (MIN.) L - 19 L = 9 PORT 4'SCH40 PVC S=1% (MIN.) p S=1% MIN.) TOP OF TANK=47.50 4'SCH40 PVC. 4'SCH40 PVC I io 44" LIQUID LEVEL ta" s 11" TO INVERT. I GAS�BAFFLE INV.=46.46 PROPOSED 46.29 r 3 ROWS OF 7 UNITS AT 6.25'/UNIT BOTT. OF TANK=42.96 INV.=46.65 D-BOX INV.=46.20 SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED 1500 GALLON SEPTIC TANK INFILTRATOR IM1530 GALLON PLASTIC TANK INV.=46.90 ESTABLISH VEGETATIVE COVER CONNECT TO NEW SEWER BACKFILL WITH CLEAN NATIVE OR AT HOUSE, INV.=47.19 PERC SAND TO TOP OF CHAMBERS _ ' BREAKOUT=TOP NOTES: TOP ELEV.=46.61 INV.=46.20 1) CONTRACTOR SHALL VERIFY ALL. EXISTING PIPE INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=45.28 I �IIII�IIIII 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 5"MIN. SEPARATION �6"� �6"~ TRUE TO GRADE ON A MECHANICALLY COMPACTED TO GROUNDWATER SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 4' (MIN.) OF NATURALLY EFFECTIVE WIDTH=9.5' 310 •CMR 15.221(2). OCCURRING PERVIOUS SOILS SUITABLE SOILS 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=38.1 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE USE 3 ROWS OF 7-HIGH CAPACITY H-20 INFILTRATOR UNITS AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. WITH 6" SEPARATION BETWEEN EACH ROW & NO STONE 5) SEPTIC TANK SHOULD NEVER BE-EMPTY AT TIMES TYPICAL SECTION OF ANTICIPATED FLOODING. SEPTIC SYSTEM PROFILE SOIL LOG GENERAL NOTES: DATE: APRIL 11, 2018 (REF#15,952 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL EVALUATOR: PETER McENTEE PE(SE#1542) BOARD OF HEALTH AND THE DESIGN ENGINEER. WITNESS: DAVID STANTON R.S. HEALTH AGENT 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ELEV. TP- DEPTH ELEV. TP-2 DEPTH OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE . LOCAL RULES AND REGULATIONS. 49.8 A 0" 49,6 A 0" 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR LOAMY SAND LOAMY SAND - -- - TO"INSPECTION AND-APPROVAL-BY-THE BOARD"OF HEALTH AND THE 10YR 4/2 10YR 4/2 DESIGN ENGINEER. 48.8 12" 48.8 10" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING B B FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN LOAMY SAND LOAMY SAND ENGINEER BEFORE CONSTRUCTION CONTINUES. 10YR 5/6 10YR 5/6 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 46.1 44" 46.1 42" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF C PERC C PERC72""30"/18" 60 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 100' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS MED. SAND MED. SAND AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 2.5Y 6/4 2.5Y 6/4 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 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 38.3 138" 38.1 138" 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL PERC RATE <2 MIN/IN. "C" HORIZON 13. SUBJECT SITE DOES NOT LIE WITHIN A STATE REGULATED ZONE II. NO GROUNDWATER ENCOUNTERED 14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT AS A PROPERTY LINE SURVEY OR FLOOD ELEVATION CERTIFICATION. 000000 000000 0000000 0000000 o0000000 II 00000000 DESIGN CRITERIA Closed End Plate Open End Plate NUMBER OF BEDROOMS: 3 BEDROOMS ~ W SOIL TEXTURAL CLASS: CLASS I Z-- DESIGN PERCOLATION RATE: <5 MIN/IN 16 DAILY FLOW: 440 GPD III I DESIGN FLOW: 440 GPD -i f- 75" f- 34 25" GARBAGE GRINDER: NO 1. Side View End View PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF HIGH CAPACITY INFILTRATORS, H-20 LOADING .74 GPD/SF INFILTRATOR CHAMBERS DISTRIBUTION BOX: 1 INLET, 3 OUTLETS (MINIMUM) H-20 USE 3 ROWS OF 7. HIGH CAPACITY INFILTRATOR H-20 UNITS WITH PROPOSED SEPTIC SYSTEM UPGRADE PLAN NO STONE, SPACED 6" BETWEEN ROWS FOR A 9 5' x 43 8' -BED 5 SIDEWALL AREA: NOT APPLICABLE 7 CURRY LANE, OSTERVILLE, MA BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF) Prepared for: Quinns Excavating, 39 Bog River Bend, Moshpee, MA 02649 (INFILTRATORS) 21 UNITS x 6.25 LF x 4.73 SF/LF = 620.81 SF Engineering by: SCALE DRAWN JOB. NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(620.81 SF) = 459.4 GPD Engineering Works, Inc. N.T.S. P.T.M. 153-19 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. NOMINAL BED AREA: 9.5' x 43.8' = 416.1 SF (400 SF REQ'D) (508) 477-5313 4/15/19 P.T.M. 2 Of 2 I 4.