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HomeMy WebLinkAbout0125 BERKSHIRE TRAIL - Health l 25 Berkshire Trail West Barnstable A= 109— 015 —009 \ r r--/; TOWN OF BARNSTABLE [_O CATION i� I,(Gc� SEWAGE# VILLAGE ASSESSOR'S MAP,,&TARCEL&I1-0/s�OC* INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) Qd't(-W'T-,,Adf(abS WO(size) l i,3 X 31,5— NO.OF BEDROOMS_ OWNER sa�t' ``c, PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching FacilityN� 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 va O L� C1� ci 2—IOH 30 so,1 D�� "8$ .60 v I — too,3 - i clot '1%)e.To Slope - 3 avle`rud is � n)o,l- be eX�c. so cave`s 11D d 6°x a b�!l �✓✓ vim!✓e a�� . 0�P� ��/ P°<t No. CJ'�� Fee / ,5 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for Disposal 6pstem Construrtiun Permit Application for a Permit to Construct( ) Repair("(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location,Address or Lot No. i.ZS '(�Ar)t5���� P Iv'i�� Owner's Name,Address,and Tel.No. fi''xteNbvr,tjI e Assessor's Map/Parcel 1 O -DI S -0Cfi f Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. `�- �s :�- 1� f�r� �,?c_ Sod ' 1-C7--�fS3�I Lam,✓ �r,.rr-��-r,v- C���/� Type of Building: Dwelling No.of Bedrooms 21 Lot Size e4,4100 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ;3 gpd Design flow provided 7C'. gpd Plan Date - .a- 1 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. -AC) Description of Soil Nature of Repairs or Alterations(Answer when applicable) l S kC c 11 A aj euo a oy- Z) ( d o w S O�_ 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. S' ed i Date Application Approved by Date Application.Disapproved by Date for the following reasons Permit No. 0 3) Date Issued a:.-,,.=.r;'tR.n r1,ir �,:v'6i.:•.'ti••"•�.�...,.v�i� , ...-...:-ti- n-*.�»«,i..'.r4;.wy�ptT't�+.a�+""..�'^r+v��(t:� ,ee'{.,,t+..,.�rr.:,,.; ..3C - ,s.;3�_,.:a7F�.1'',,�,.+,.g'R.:4a'�nw�"..=-^ryr*i;¢�, r,�..<-M+-s.m—i"'.'S: _""*-.,;;, l50 + �i 4 No. /C�"� / 1 Fee THE COMMONWEALTH-OF,MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION'. TOWN`OF BARNSTABLE, MASSACHUSETTS ... - 01ppYication for Nisposar 6pstem Construction permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Ldcation Address o of No. / r 5or I[S e f 1 J Owners Name,Address,and Tel.No. u,X-st t` 0..(NsN-cloIr p 4 vIe rVC, Assessor's Map/Parcel 1 O w ` O1 S o 009 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. '..sov`yoo- ys3y L�,J<,,�r-,-��ti� G(41tlks f 1 Type of Building: J Dwelling No.of Bedrooms 3 Lot Size *q, sq.ft. Garbage Grinder( ) Other Type of Building Jo l �-,JF1G No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date a ' I$ Number of sheets Revision Date Title _ f Size of Septic Tank Lns /N( Type of S.A.S. Description of Soil // v Nature of Repairs or Alterations(Answer when applicable) I Q S!!g 1, A -j m, ex, "a H do w s oc 20 , 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. , Si ed_1/, --r'- - Date `.t• Application Approved by `�_�� w^ Date c tS 1 Application Disapproved by Date for the following reasons 1 f,{ Permit No. f l� "�' 3 ) Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TOO CEERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by J_ y d G<A :N21(ow•) T /yC - at 1�! S 1�>°r�r�� r P 9(v�t 11.)P 4't C�) has been constructed in accordance fig- Installer with the p-roovviisions of Title 5 and the for Disposal System Construction Permit No. "�� dated G 5 A 7Z,(C9,.,J nI 't_- /V C Designer ✓11' #bedrooms ' 2 Approved desi;nlow '� 3 CU gpd The issuance of this permit shall no $e construed as a guarantee that the system w�11 function anMes'ged. �--— Date / / Inspector - .- _- ------.--- -------- -- ._- ----- - _--- - -. _ -- ------- -------_--------------- -- ------------------------------------- No. Fee f . .THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS misposal6pste Construction 'ermit Permission is hereby granted to Construct( Repair( 7 Up rade( ) Abandon( ) System located at / �j�/ S�'✓ �' 1�G// �'vC� DIN S fG 411- 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 pe it. Date - Ile) Approved Town of Barnstable Regulatory Services Richard V. Scali,Interim Director BARNSTABLE, 9 MASS. Public Health Division 16s9. �0 'DrFvr,,p�a Thomas McKean,Director 200 Main Street,Hyannis,MA02601 Office: 508-862-4644 Fax: 50.8-790-6304 i l:nstaller& Designer Certification Form. l Date: Sewage Permit# 00tEiii Assessor's Map\Parcels 61S—O" Designer: 9�n�1,�eer�nW Works lnc__. Installer: L, Address: I Z W, C R,s�,e w !` 4 Address: f ,0 l30 X ( 111 i ire s trolute CIA 6 26 4 4 6p yt k�-v-, I Le MA Q Zlo3 Z On P, 4, t-3 ra W i l vk was issued a permit to install a (date) (installer) T7 r- ' r septic system at �Z.� )Jei'�5�'l t(`2 �/2�t ( �� based on a design dra n by �e+e r %, !M c GTG +Ee t C, (address) �v►9 inex< n� Waetu /g c , dated 2 z l TZ'.1 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes]such as lateral.relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. { A I certify that the septic system referenced above was installed with major changes (i.e. greater than 1.0' 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 out (if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructe nce with the terms of the I\A approval letters(if applicable) %QF PETER T. a WENTEE P CIVIL Inst�Ier's Signature) } No.35toe- (Designer's Signature) (Affix Designer tamp Here) PLEASE RETURN TO BARINSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT .BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT QARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK%YOU. Q ASeptic\Designer Ccrtification Form Rev 8-14-13.doc Town of Barnstable .� Regulatory Services ti Richard V.Scali,Interim Director 1 BABNSCABL4 Public Health Division Thomas McKean Director FD MAC 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: 1 Zs —GZ'rkS W:fi t k - Assessor's Map\Parcel: Oct —(31.5 — 009 Property Owners Name: �C 1 0,✓ ���`�`1 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 `Y' 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) ❑ I have been provided with the Owner's Manual ❑ Lrt lI have been provided with the Operation and Maintenance Manual ❑ R 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) Vf❑ If the design does not provide for the use of garbage grinders,the restriction is understood and accepted 1:3 ❑ 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 envir anent,as d ed in 310 CMR 15.303 1,q _agree to comply with all terms and conditions above. Prop vne rinted name P y O ners Signature Date No is orm must be submitted alongwith the septic s stem disposal works permit application for all RA systems including new construction, repairs\upgrades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. QASepticUA homeowner certification.doc o Commonwealth of Massachusetts .,. Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 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 (Storm 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 are a 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 terms 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 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 Qu1ck4 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. 3 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 or 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 Configuration 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 E ualizer 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 6. Effective April 21,2006,310 CNM 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. 8.Effective leaching area is equal to 1.0(3 +(2x invert Height))for Systems with a width greater than 3 feet. v 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 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 Leaching10 Area SF/LF 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 HD 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-201 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. H. 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 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 Paragrranh 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(l)(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(1)(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 15.25 1(1)(e)); e) Trenches 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 sidewalls 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(3 10 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. n Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, 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: February 3, 2016 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 Eljen Corp. 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. 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, disposal-only approved Alt. SAS technologies also include the Mantis M5 pipe and sand System design. 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 Standard Conditions for Alternative Soil Absorption Systems Page 2.of 1.5 General Use and Remedial Use Approvals Last revised February 3,2016 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. 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. Standard Conditions for Alternative Soil Absorption Systems Page 3 of 15 rP Y g = General Use and Remedial Use Approvals Last revised February 3,2016 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 of 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 standards of Title 5 and this Approval unless the Company guidance is more stringent. Standard Conditions for Alternative Soil Absorption Systems Page 4 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 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 System 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 for a 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); b) Prior to approving the installation of the System,the LAA must determine there is no increase in the actual or proposed design flow; Standard Conditions for Alternative Soil Absorption Systems Page 5 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 c) Prior to Local Approval of the System,the Designer shall show on the plans the maximum available area for a 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 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,the Designer shall consider these options in the following order: i. a conventional system designed in accordance with the standards of 310 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. f) 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 g) 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 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: Standard Conditions for Alternative-Soil Absorption Systems Page 6 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 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 effective 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: a) 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); b) 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); c) 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 granted under LUA or a variance; and d) 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. 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 Standard Conditions for Alternative Soil Absorption Systems Page 7 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 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 II,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 11(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 15 General Use and Remedial Use Approvals Last revised February 3,2016 Chambers Specific Standard Conditions, e) The installation of-approved Alternative Chambers with aggregate is allowed 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(l)(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 soils to enable monitoring for ponding. The pipe shall be capped with a screw type Standard Conditions for Alternative Soil Absorption Systems Page 9 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 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 that the 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 Owner agrees 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 System to be failing to protect public health and safety and the environment, as defined in 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 revoked 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 System 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. 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. Standard Conditions for Alternative Soil Absorption Systems Page 10 of l 5- General Use and Remedial Use Approvals Last revised February 3,2016 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 performed once per year by means of th e e 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 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 Standard Conditions for Alternative Soil Absorption Systems Page 11 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 written evaluation with recommendations 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. 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; f) 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. 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 Standard Conditions for Alternative Soil Absorption Systems Page 12 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 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 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. Standard Conditions for Alternative Soil Absorption.Systems Page 13 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 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 15ffi of each 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 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. Standard Conditions for Alternative Soil Absorption Systems Page 14 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 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; c) an owner's manual and, if alarms are required, including alarm response procedures; d) a copy of the Company's warranty; and Standard Conditions for Alternative Soil Absorption Systems Page 15 of 15 General Use and Remedial Use Approvals Last revised February 3,2016 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 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. i r Town of Barnstable r# 15�S Departinentof Regulatory Services ' �2 f I ZJ rr� Public Health.Divisr'On Date 1 + �A i63a ��` 200 Main.Street,Hyannis MA 02601 1"9,,,I Date Scheduled Time Fee P.d. 4ay.4 1 Soil Suitability Assessment,for Se e Disposal h�b A, ; Performed By: /'e \ f�`C'Lt'►�� � Sb�_/,�Z Witnessed By; . LOCATION &GENERAL INFORMATION Location Address, ° ZS v�2l 1,1cs t'1 t'C TIrZ, I Owner's Name. C k q V�rn-S t74 Address Z�S- �vef'�l,$11 i/� �(14►t LA), Bqrni1g64, M 4 pZ 6S Assessor's Map/Parcel:. 0 t-W, ' Engineer's Name X 1, t �o 1✓1 eer?/� NEW CONSTRUCTION REPAIIL Telephone# S-C?�- 7-7-S-3/ Land Use, Q C fZe s td'n islo es So 0 Y�2 P f ) �— Surface Stones Distances from: Open Water Body. ?/ ft Possible Wet Area (00 ft Drinking Water Well?l�6 ft Drainage Way AJ IN ft Property Line J ft Other ft. SKETCH:(Street name,dimensions of lot,exact ovations of test:holes&'pert tests,locate wetlands in proximity to holes) Parent,material(geologic) rQ t✓l-Q Depth.to Bedrock N l Depth to:;Groundwater. Standing Water in-Hole: Nd �' Weeping from flit Puce6 Estimated Seasonal.High.Groundwater. GI DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used:. 4 Depth Observed standing in obs.hole: __ __ in, Deptlt to Soil mottlog:. ]n. Depth to weeping from side of:obs.hole: In: Groundwater Adjustment- ft. Index Well# Reading Date: Index Well level, Aiil,factor r Adj.Groundwtstef Uvel ry PERCOLATIC+N TE+ST Date- Time Observation Hole# )) Time at'h" Depth of PerC �►kS G Time at.6" Start Pre-soak Time.::@.. Time ff'-6')' � End Pre-soak --------C_ W, Rate MinaInch. Site Suitability Assessment: Site Passed v Site Failed;- Additional Testing Needed(YLN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you.must first notify the Barnstable Conservation Division at least one(1) week prior to beginning. Q:\sFPTic\PERcruRM.DOC DEEP:OBSERVATION HOLE LOG Hole.#--".9-1 Depth from 'Soil Horizon SoiI Texture. Seil Color Soil Other Surface(in;) (USDA) (Mansell) Mottling (Structure,:Stones;Boulders. tc o ' vdl '1 Z A Sa.nol 1�oa� 16`fr2 `��z DEEP OBSERVATION HOLE LOG Hole# Depth:from Soil Horizon Soil Texture Soil Color' Soil Other Surface(in.) (USDA) `{Munsell) Mottling (Structure,Stones.:B,oulders. Consisten %Gravel) -s A sq-,J Loco- � a 2 y�z DEEP OBSERVATION HOLE LOG Hole# .Depth from; Soil Horizon SoitTexture Soil Color Soil: Other Surface(in.) (USDA) (MUDS611) Mottling (Structure;Stones,Boulders. Consistency,%Gravel) DEEP OBSERVA4TION HOLE LOG, Hole.# Depth from Soil Horizon Soil Texture Sotl Color Soii Other. Surface(in.) (USDA) {Munsell) Mottling (Structure,Stones;Boulders. Consi ten Flood Insurance Rate•1VIap: Above 500 year flood boundary No— Yes Within 500,year boundary No._ Yes, . Within t(lo year flood'boundary No— Yea" Depth of Naturally Occurring Pervious Material Does at least four feet of naturally Occurring pervious'material exist.in all areas observed throughout the area proposed for the soil absorption systetn?If not,what is the depth of naturally occurring pervious material? _,... Certification I certify.that on ( (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above.analysis was performed by me consistent with the required training,expertise and experience described in 3IQ CMR 15.017., Signature Date S l QASEPTIC�PRRCFORM.DOC COMMONWEALTH OF MASSACHUSETTS F EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION � W o,M svav TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 125 Berkshire Trail West Barnstable, MA p OAS. Dol Owner's Name: Deutsche Bank National Trust Co Owner's Address: 1761 East Street,Andrews Place Santa Anna,CA 92705 Date of Inspection: 02/29/08 O ; Name of Inspector: (please print) Mr. Carmen E. Shayrt Company Name: Shav Environmental Services,Inc. Mailing Address: 185 Ashumeet Road 's Mashpee, MA 02649 N Telephone Number: (508)-539-7966 � CERTIFICATION STATEMENT 'r I certify that I have personally inspected the sewage disposal system at this address and that the inforja ' ion reported-, below is true,accurate and complete as of the time of the inspection. The inspection was performed bd on m��`' training and experience in the proper function and maintenance of on site sewage disposal systems. 1a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: XX Passes Conditionally Passes C � � �, A 0 Needs F \\ Evaluation by the Local Approving Authority54 -� u,ryT E. Inspector's Signature: Date: 02/29/08 1 o Ay � n YIF���P The system inspector shall submit a copy of this inspection report to the Approving Authority(Board o YIA• t JQc DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 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. Notes and Comments No evidence of hydraulic failure from leach pit. Probed pit area into stone. ****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. Title 5 Inspection Form 6/15/2000 page I •Page 2 of 1 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 125 Berkshire Trail West Barnstable, MA Owner: Deutsche Bank National Trust Co Date of Inspection: 02/29/08 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: XX 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 systern 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. Answer yes,no or not determined (Y,N,ND) in the 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. ND explain: 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 pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: 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 obstruction is removed ND explain: 2 Page 3 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 125 Berkshire Trail West Barnstable, MA Owner: Deutsche Bank National Trust Co Date of Inspection: 02/29/08 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 in a manner which will protect public health,safety and the environment: 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 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate 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: Page 4 of 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 125 Berkshire Trail West Barnstable, MA Owner: Deutsche Bank National Trust Co Date of Inspection: 02/29/08 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No XX Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool XX Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool XX Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool XX Liquid depth in cesspool is less than 6"below invert or available volume is less than '/2 day flow XX Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped XX Any portion of the SAS, cesspool or privy is below high ground water elevation. XX Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. XX Any portion of a cesspool or privy is within a Zone 1 of a public well. XX Any portion of a cesspool or privy is within 50 feet of a private water supply well. XX 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate 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.1 No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CM 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.. 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• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) 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 11 of a public water supply well If you have answered"yes"to 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. Page 5 of 1 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 125 Berkshire Trail West Barnstable, MA Owner: Deutsche Bank National Trust Co Date of Inspection: 02/29/08 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No XX Pumping information was provided by the owner, occupant, or Board of Health XX Were any of the system components pumped out in the previous two weeks '? XX _ Has the system received normal flows in the previous two week period ? XX Have large volumes of water been introduced to the system recently or as part of this inspection N/A Were as built plans of the system obtained and examined?(If they were not available note as N/A) XX _ Was the facility or dwelling inspected for signs of sewage back up`? XX _ Was the site inspected for signs of break out XX _ Were all system components, excluding the SAS, located on site? XX _ 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 ? XX _ 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: Yes no XX _ Existing information. For example,a plan at the Board of Health. XX 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(3)(b)] •Page 6 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 125 Berkshire Trail West Barnstable, MA Owner: Deutsche Bank National Trust Co Date of Inspection: 02/29/08 FLOW CONDITIONS RESIDENTIAL 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 Number of current residents: 1 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system (yes or no): No [if yes separate inspection required] Laundry system inspected (yes or no): Seasonal use: (yes or no): No Water meter readings, if available(last 2 years usage(gpd): Private Well Sump pump(yes or no): No Last date of occupancy: Currently Unoccupied COMMERCIALANDUSTRIAL Type of establishment: Design flow(based on 310 CM 15.203): gpd Basis of design flow(seats/persons/sqft,etc.): Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no):_ Non-sanitary waste discharged to the Title 5 system (yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: None Available Was systern pumped as part of the inspection(yes or no): If yes, volume pumped: gallons-- How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM _Septic tank, distribution box, soil absorption system _Single cesspool XX 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) _Tight tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: house built in 1992 Per BOH as-built card Were sewage odors detected when arriving at the site(yes or no): No . . ,,. 6 Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 125 Berkshire Trail West Barnstable, MA Owner: Deutsche Bank National Trust Co Date of Inspection: 02/29/08 BUILDING SEWER(locate on site plan) Depth below grade: 12" Materials of construction:—cast iron XX 40 PVC_other(explain): Distance from private water supply well or suction line: Comments(on condition ofjoints, venting, evidence of leakage, etc.): SEPTIC TANK: XX (locate on site plan) Depth below grade: Cover 12" below Grade Material of construction: XX concrete_metal_fiberglass_polyethylene other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: 5' x 5' x 8'— 1,000 gallon tank Sludge depth: 4. 0' Distance from top of sludge to bottom of outlet tee or baffle: 2' Scum thickness: ''A inch scum laver noted Distance from top of scum to top of outlet tee or baffle: 9" Distance from bottom of scum to bottom of outlet tee or baffle: 18" How were dimensions determined: Measured Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Structural integrityl was ok. 4" PVC Tee present at inlet end. Outlet Baffle present and in good condition. Liquid level equal with outlet invert. GREASE TRAP:_(locate on site plan) Depth below grade:_ 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: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): T ., 1 . -I 7 Page 8 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 125 Berkshire Trail West Barnstable, MA Owner: Deutsche Bank National Trust Co Date of Inspection: 02/29/08 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: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: Present (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert:_ 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.):_One outlet to Leach Pit PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): •Page 9 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 125 Berkshire Trail West Barnstable, MA Owner: Deutsche Bank National Trust Co Date of Inspection: 02/29/08 SOIL ABSORPTION SYSTEM (SAS): XX (locate on site plan,excavation not required) If SAS not located explain why: Type X leaching pits, number: l leaching chambers, number: leaching galleries, number: leaching trenches, number, length: leaching fields, number, dimensions: 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.): No evidence of hydraulic failure, pondine damp soil or stressed vegetation. Probed stone around pit and did not find and evidence of past hydraulic Failure. 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 or no): 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.): I 9 *Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 125 Berkshire Trail West Barnstable, MA Owner: Deutsche Bank National Trust Co Date of Inspection: 02/29/08 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch 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. BERKSHIRE TRAIL 4—private Well Swine Ties: A- Tank In— l 1.5' B- Tank In—50.5' Exist House C- D-Box—30' (3 Bedroom) D- D-Box—30' A B A- -Leach Pit-105' B—Leach Pit—123' Deck Leach Pit to Well— 165' 1000 gal septic tank O %D-E oxLeach Pit 10 r •Page 11 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 125 Berkshire Trail West Barnstable, MA Owner: Deutsche Bank National Trust Co Date of Inspection: 02/29/08 SITE EXAM Slope Surface water - '/2 mile+/- Check cellar - Yes Shallow wells—None Estimated depth to ground water Over 125' feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record- If checked,date of design plan reviewed: XX 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) XX Accessed USGS database-explain: You must describe how you established the high ground water elevation: Checked with Quadrangle of USGS Man, MA GIS and performed GW adjustment calcs. Per Barnstable GIS: Elev. of Ground= 145 Feet Elev.Of Groundwater=45 Feet Elev. Of Bottom of Leach Pit= 135 Feet Therefore: 135—45 =95 feet separation between Bottom of Leach Pit and Groundwater. Groundwater Adjustment using Index Well SDW 253,ZONE B: 3.5 feet Adjusted Groundwater Separation=95' -3.5 =95.5 feet Grade= Elev. 145 feet Leach Pit Septic Tank Bottom of Leach Pit= Elev. 135 feet Adj. Groundwater= Elev. 48.5 Town of Barnstable OF 1HE Tp� . Regulatory Services swiusrABM ; Thomas F. Geiler, Director 7, . Mass 1 .`�� AIE6 9. Public Health .Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-8624644 Fax: 508-790-6304 This septic system inspection report was completed by a private inspector who is certified by the State of Massachusetts, Department of Environmental Protection. Although the Town of Barnstable Health Division received the original/copy of this report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observation s and interpretations_ contained within this report. In addition,by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual number of bedrooms approved at a particular property would-be listed on the"Disposal Work Construction Permit". If you should have any questions regarding this report,please contact the certified Septic System Inspector who conducted the inspection. AL TOWN OF BARNSTABLE LOCATION 'TeA%t— SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL LLs r INSTALLERS NAME&PHONE NO. Cel t< �B='J,A t4 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) `C� NO.OF BEDROOMS �f�tvt OWNER PERMIT DATE: `, COMPLIANCE DATE: --A 19 a Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Cr 5 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leachin facility) ) Feet Edge of Wetland and Leachin i If y wetlands exist within 300 feet of leachi faci ' Feet FURNISHED BY s.9�d1 o -cxnkra 1%.5 Soot O 0 d 11000 �°iC CIt \xCAN ��'� ' TOWN OF BARNSTABLE LOCATION � �� '� �K j�� �, SEWAGE # VILLAGEW ' < ASSESSOR'S MAP Cz LOT LO � C�l� INSTALLER'S NAME & PHONE NO \�e, e \ -17 (r Zg q SEPTIC TANK CAPACITY LEACHING FACILITY:(type) �l� (size) O NO:-OF BEDROOMS RIYATE WELL PUBLIC WATER BUI�RER OR OWNER DATE PERMIT ISSUED: ' DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No tv ,, 1 .... / r Finc No.... .... ../.�.. . THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliration for Bi ipwi a1 Works Cnnnitrnrthin Vrrmit Application is hereby made for a Permit to Construct (x ) or Repair ( ) an Individual Sewage Disposal � System at ` Z 5 ��,� \�� LOT '6, BERKSHIRE TRAIL, W. BARN. ----------------_....._..._----.. ---...... c .��. ........-------------------- ------------...... L oc ion-Address or Lot No. /1 Owner ................................Address a _c ,.�`r �'�'�.1 ----------------------------......._.. Installer Address Type of Building Size Lot.... 4,400t_-_._Sq. feet U Dwelling—No. of Bedrooms........Taum....(.3)...........Expansion Attic ( ) Garbage Grinder (. ) 04 Other—Type of Building ........D,/A........... No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ...................................................... W Design Flow..............3.5.........................gallons per person per day. Total daily flow............................................gallons. P4 Septic Tank—Liquid capacity...109Qgallons Length_8'_-6"__ Width,___5'7&" Diameter__N/A__..__ Dep th___`l --0...MIN. _ Disposal Trench—No...Nl&......_... Wi Total dth____________________ Tl Length.................... Total leaching area---N4A-----____sq. ft. a Seepage Pit No-___---1-........... Diameter.,. .... Depth below inlet_...,6._-D��... Total leaching area..._267.......sq. ft. Z Other Distribution box ( ) Dosing tank ( ) a Percolation Test Results Performed by----- JOHN_LANDERS-CAULEY Date....JAN. 16, 1992 Test Pit No. I......2.......minutes per inch Depth of Test Pit..13-.5. . Depth to ground water--NONE ENCOUNTERED (i Test Pit No. 2.......2_......minutes per inch Depth of.Test Pit...11.0........ Depth to ground water--NONE ENCOUNTERED �+ -----------------------------------------------•----•-------------....---------------------••---......................................................... 0 Description of Soil....... .0-1.0!_/._WOOD-_LOAM; 10'-8.0' , "A" HORIZON SOILS; 8.0'-13.5' FINE TO MED. x -- ------------------------------------------------------------------------------------------• SAND V ---------------------------------------------------- •-------------- •------------------ --,------------------------------------------- •--------------------------------------------------- -•-------------- W V Nature of Repairs or Alterations—Answer when applicable...........N/A............................................................................ -----------------------------------------------------------------------------------------------------------------------------------------------•------------------------------------------------...--•-- Agreement: - The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the p ovisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the stem tion until a Certificate of Compliance-has _the oard of health. Signed .............. Due Application Approved By ............ ... .......... . . -- . - ----------------'------------ ----_----- ........................................ Date Application Disapproved for the following reasons- ------------------------------------------------------------------------ .................. ....................................... Dare Permit No. ........ '--- ------ Issued .i. . :... . '.......................... No................_....... ,1 ^. ; FX$..............:............. THE COMMONWEALTH .OF MASSACHUSETTS BOARD OF. HEALTH TOWN OF BARNSTABLE Appliration for Ui5pnsal Works Tonotrnrtiun trrmi# Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at LOT'6, BERKSHIRE TRAIL, W. BARN. ................_................................................................................ ..•-•-••-----••••--•-...--•--....•-•----....---•------........................._...... -ocation-Address or Lot No. �, ._...� , • _.......----•..............r------•---•---.....--=--•---....------.....-•----..................... Owner Address w ........:::....... •�......_..-----•...•-•-------..._•---- InstaHer Address Type of Building Size Lot.... 4,400t--•-_Sq. feet t-, Dwelling—No. of Bedrooms........THREE....(-3)...........Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ........12IA........... No. of persons...............:............ Showers ( ) — Cafeteria ( ) d Other fixtures ............................................. W Design Flow..............55_........................gallons per person per day. Total daily flow............._..............................gallons. W Septic Tank—Liquid'ca.pacity__.1.0QSlgallons Length_8'--6.".._ Width..._5'-6° Diameter..N/A_._.._ De,Pth_._`t:. ��.MIN. x Disposal Trench—No.._N/&.......... Width.................... Total Length.................... Total leaching area...NI..A.........sq. ft. Seepage Pit No......I............ Diameter._.6.'---0-'-'•---• Depth below inlet_..__6'.-.0... Total leaching area....267.......sq. ft. Z Other Distribution box ( ) Dosing tank ( ) W Percolation Test Results Performed by.._--_.JOHN-LANDERS-CAULEY •------••------ Date____JAN. 16, 1992..... _............. Test Pit No. 1......2.......minutes per inch Depth of Test Pit._13.5---_-• Depth to ground,water..NONE ENCOUNTERED f4 Test Pit No. 2.......2_......minutes per inch Depth of.Test Pit...11.Ql------ Depth to ground water..NONE ENCOUNTERED P4 ............................................................................................................................................................. D Description of Soil......0.0-1.0•!�•-WOOD--LOAM; 1.0'-8.0!, "A" HORIZON SOILS; 8.0'-13.5' FINE TO MED. W .....................•--........-------.....-•-----------------.........---........_......_-----•------.....-•_•••--......------••-•----•-•----•••...---........................................ SAND ....................•---------•-•-----._...-•---------------•...--•-•--...-....-_............._----.._.......•-....-..:...._............................................................-.....•..... U Nature of Repairs 'or Alterations—Answer when applicable............N`A............................................................................ ....................... •.............. -....... -........ -......... -__...... ___............ .--....... ----------------- -................. .-.-... .............. _--•......... .._._- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance ha been 'ssue }_the board of health. Signed .............. ...... r;11/ �(-�Z '. ..................................................... ...... ...."1?zre--'.-............ ApplicationApproved By ....................................................... ... ........................... . ........................................................... ......................Date Application Disapproved for the following reasons: ....................................................................................................................................... ....................................................................................................................................................................... ........................................ Date PermitNo. .:................................................................... Issued � Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Certifi. ate d C�Ompliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( X ) or Repaired ( ) by...... ..........................................:.............................................................................................................................:............................................: Installer - at ........................................ has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in j the application for Disposal Works Construction Permit No. .........................................:..... . dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT'BE CONSTRU AS A GUARA TEE THAT THE SYSTEM WILL FUNCTION'S T� TORY. D DATE t�'.... , . . ✓( -........... Inspector .............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No....'.:.................. r Fim........................ Disposal Workii Tuntrur#ion,"permit Permissionis hereby granted.....................................................................•-------•---- ..................................................... to,Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No.. ....... Street as shown on the application for Disposal Works Construction Permit No____________________ Dated.......................................... .........................•---•-••-•-•--------•-------------------....--_....._......._....._••-••-....._ .................................. Board of Health.............. ............................... - FORM 36508 HOBBS 6 WARREN,INC.,PUBLISHERS No................_....... Fmc.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiou for Bhipasal 19larkii Toms rurtiurt throb# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: .........."•...............""-".....-""•--•"•-........---------....'-••'..................' ------••'••-'•'..........................""----................................................. Location-Address or Lot No. ......................_.......................................................................... .................................................................................................. Owner Address W Installer Address Q Type of Building Size Lot............................Sq. feet V Dwelling—No. of Bedrooms................................ .....Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building ____________________________ No. of ersons......................_.__.. Showers — pa., yp g p ( ) Cafeteria ( ) a' Other fixtures ............................... .. W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid;capacity------------gallons , Length________________ Width................ Diameter--------------.. Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-----------------_- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date---------------------------------------- Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water..--_-_-_--__-__--.--_-. Lz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -----------------------------------------------------------•----------------•--------•-......---.....--•---....---.............----•-----................--•- 0 Description of Soil........................................................................................................................................................................ W V ----------------- ------------------------------------------------------------------.....-----•--------------------------------------------------------------..................................... W --------------------------------------------------------•----------------------------------................................................ ........................................................... U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ------------------------------------------------------------•-----------------------.......-----•---•---------•---------••••-•--•-••••••••---------••-•••••------•--•-••••-•--•••-•.........----...----- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ---------------- ------------------:..--------------------.....------------------------------------ ....... ---------------------...............- Date ApplicationApproved By ------------ - - - ----------------------------------------- ----- ------------- --- ---- Date Application Disapproved for the following reasons: ---------------- - - -------------------------------------------------------------------------------------------- -------- Date PermitNo- ----------------------------------------------------------- Issued --------------- ........................................ Date COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C'IEr#ifira e of C�ontyliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by ----------------------------------------------------------- ---------------------------- ---- - -- - ------- ------------------------------------------------------------------------ Installer at ------------------------------------------------------ ----.........................................................------------.............------------------------.............------------- --- . has been installed in accordance with the'provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No- ----=----------------------------------------- dated -.-----.--...................................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------------------------------------------------------------------------------------------- Inspector ------------ -------.......----------------•----------------------.........----------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No...................•'.... FEE........................ Elisixuuttl Work.5 %Tuus#r iurt rrutit Permissionis hereby granted.............................................................................................................................................. to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo........ ••-•---••-------------------------------------------------------------------------'--.-••------------•••••••-----•-•-•--••--••-•---•••--...--••--•-----••---•---•------.............. Street as shown on the application for Disposal Works Construction Permit No--------_----------- Dated.......................................... .. Board of Health DATE.............................................■=................................ . ^ FORM 36508 HOBBS 6 WARREN.tNC..PUBLISHERS No.--- - -- ------------ t BOARD OF HEALTH Fee---- TOWN OF BARNSTABLE 0(pphration-forlVef[ Cootructionpermit Appli/�ation is hereby made fora permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: `v —/f� �i �r%�-- �l ---------- -------------------------------------------------------------------------------------------------- ------------ - - - Location — Address -Assessors Map and Parcel —V�_q--`-� - ---------------------- -----yak hQ�}__i---------t' ------------------------ wner ^ Address L k �/- - --- - - - ---------- ! -------A-- --- ---------- -- -- ------------------ - - - nstaller 7Driller Address Type of Building n Dwelling-----�1 wlG-I-e_----t_Cc►'►-L- ----------------- Other - Type of Building------------------------------- No. of Persons------------------------------------------------- ----------- Ca Type of Well--------------------------------—------------------- Pacity----------------------------------------------------------------------- Purposeof Well------------------------------------------------------------------ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. ZI Signed- - • at �✓'1 Application Approved B - - - --- --` PP PP rove Y-- — date Application Disapproved for the following reasons: __---------__-__-_-_-___-_ _______________- -_-__ ---------------___-_-----------------__---____------------------------------- (� date Permit No.-- -`'"- --- - ---------- Issued----------------------- - date BOARD OF HEALTH TOWN. OF BARN[ STABLE Certificate ®f COMPhance THIS IS TO CERTIFY, That th�e/I�n( iMdu�al Well Constructed ( ), Altered ( ), or Repaired ( ) by - — -- -------- " —�`—�"`---- -------------------------—---------—------------�---------------------------------—-------- ------------------- at-------------- --- ----------1 - --------------- - has been installed in accordance with the provisions of the Town of Barnstable Board.�f Healt Private Well Pr tec Regulation as described in the application for Well Construction Permit No -Dated---- -- - --- - THE ISSUANCE OF,THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------------------------------------------------------------------------------------- Inspector----------------------------------------------------------------------------------- No.—I--------�--s Fee--------------------- ' BOARD OF HEALTH TOWN OF BARNSTABLE zipoYitat ion ArlVell (ron!6truct ion permit Application is hereby ade for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: L v T /6 1rzrKS iy� 7�i-u i/ Location — Address Assessors Map and Parcel OL, --- - - `- ------------- wner Address �___________ Installer — Driller Address Type of Building �^ Dwelling__ -1 V1 e- rh t Other - Type of Building No. of Persons--------------------------------------»------------ Type of Well----------------------- ------ ------------- Capacity ------------------ Purpose of Well------------------------------------------------------------ Agreement: The undersigned agrees to,install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to ' place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed- it /.) -� :J_____— — ---—---- -= -- —__ Application Approved By----------f---- -------��� -;--- -----------------------� -------/11-'-�-�-�----- date Application Disapproved for the following reasons:--------------------_---_--------_------------------------_---__-__—_------- ________�_____ - t --- ------------__----------_----_-__----- _T---------------- ' I -f✓" date PermitNo.--------------- -I-------------------------- Issu1ed - - - - - ---- -— - date r t' BOARD OF HEALTH 3r: T'OWN OF BARNSTABLE (Certificate Of (Compliance THIS I,S TO Th CERTI Y, at the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) =-�-- --.-_----—-----------------—----------------------------------------------------------------=-- at---------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health.Private Well P/rotection Regulation as described in the application for Well Construction Permit Novi!-!-- —�--Dated---- / - _7--- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL i SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------------------------------------------------- ------------------------- Inspector------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABL E i Vell Con5tructioupermit No. — ---------------- Fee------------------- r Permission is hereby granted------/. - / -----------------------------------------------------------------------=--------- to Construct (x, ter ( ), or Repair-( Va ,r�djividual 1 at: O Q kl No. - :- 7 T T -------- Street as shown on the application for a Well Construction Permit No.- Ir� `� F ----------------------- - Dated �y-------- ----------- 1 Board of Health. DATE-------------------�?-- - - -- --- - -- -- 1 "I _ Department of Environmental Management/Division of Water Resources �" WATER WELL COMPLETION REPORT WELL LOCATION Address n / / �v Y rJ,r 1'Y'O V I v �'l City/Town r�•s �Y w �r y G.S.Quadrangle Map Grid Location. Owner�t /� 1►/� Address WELL USE CONSOLIDATED WELL Domestic k��Public ❑ Industrial ❑ Type of Water-bearing Rock Other VT. Water-bearing ZonesMethod Drilled l T I R I f) From /� 2) From To Date Drilled 1/ Y'� 3) From To 4) From To y CASING Depth to Bedrock Length , r) ^Diameter Type 401/r( . UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials' Feet below land surface�� f Sand: fige® medium❑ coarse❑ Date measured &NOT Gravel: fine❑ medium❑ coarse❑ Yr - GRAVEL PACK WELL / Screen: ,/ Slot length l/� from /� to -Yes El No i✓ Split Screen (or 2nd screen) WATER QUALITY TESTS MADE,, Slot# length from to Chemical ©� Bio.logical ®� Depth To Bedrock A11A PUMP TEST Drawdown Al feet /after pumping days 6 hours at GPM. How measured -f �l!0 Recovery feet after hours. b LOG of FORMATIONS COMMENTS: (On well or water) Materials From To Cb fr' AU /l / Firmjbp4/e�j) ��1 t /� Address AY rt,rt K1<A.�1 rp, l IN City .�r�� ./?l dr���v �/�� .C/ Registratio.Ao. iz�tin Y r1�f(.f'J ITAA,� JV tNN/ y , /- _ Operator's Signature ease print tirn,ly BOARD OF HEALTH COPY 25M 10 85 801101 'Am ITm t,t t qn t! tr7 t i, r! IT!!,m r r 7tt :,q :rl! "r t . � ENVIROTECH LABORATORIES \ Mass. Ce.#MA0 3 \ 449 Route 13 Sandwich,MA05a . (0) aa8646 _ � g E CLIENT: John Britton LOCATION: . tot 16 Berkshire Trails f E - - - z ADDRESS: W. Barnstable, MA m E COLLECTED BY: L. wile SAMPLE DATE 1-22-92 TIME: \ � DATE RECEIVED: 1-22-92 SAMPLE ID: Z4 2 § E 4 K j ; JOB Iv: New Well WELL DEPTH: 4' PVC We- 1 10 p \ t - RESULTS OF ANALYSIS: $ 2 � F Parameter Un» Recommended limit Result % R . \ k »di r b dewa/10 ml (MF Method) O 0 q 5 ° . pH pH units R y$5 6.12 Conductance umhmZem 500 56 \ / Sodium mgZE 20.0 j 6.6 E a E N»geN . mgZE 1¢0 k 0.12 Iron mg/E 0.3 0.07 Manganese . mg/E 0.05 k . <O.01 k Hardness mgZE as CaCO 500 r ® 17.8 / Sulfate mgZE 25 k . 10.8 k Potassium mgZE 20.0 k _$ 0.3 k Alkalinity mg/E 200 . 13.0 E : BE : . Chloride mgZE 25 7.3 j k Turbidity NTU &O 0.12 Cal APC units 15.0 <l.O § e , d \ Background bacteria » / COMMENT: 2 EPA 601/602 ug/L Below Reporting Limit* \ } *see attached report ' q YES No WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS ESTER. \ � S d k � & DATE \ . ] y ��!!�ul �B m�lB�i!!!! i t!u mu�i�mu!u!! ��b�l ��! �d�!! ��! ����b�li�mu�a�U S�!!! ►►!!1u m��! � 3 11 A r, GROUNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: Z-482 Lab ID: '2547-01 Project: Britton 1QC Batch: VGA-921 Client: Envirotech Laboratories Sampled: 01-21-92 Cont/Prsv: 40ml VOA Vial/NaHSO4 Cool Received: 01-22-92 Matrix: Aqueous Analyzed: 01-25-92 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 1 Vinyl Chloride BRL 1 Bromomethane BRL 5 Chloroethane BRL 1 Trichlorofluoromethane BRL 1 1, 1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 1, 1-Dichloroethane BRL 1 cis-1 ,2-Dichloroethene * BRL 1 Chloroform BRL 1 1, 1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropene BRL 1 Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether BRL 1 trans-1,3-Dichloropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 m+p-Xylene * BRL 1 o3yl ene * BRL 1 Bromoform BRL 1 1, 1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Bromochloromethane 30 29 97 % 83 - 117 % Fluorobenzene 30 30 100 % 87 - 113 % BRL = Below Reporting Limit. * Non-target compound. "Trace" indicates probable presence below listed Reporting Limit. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). LEGEND 5° °rho N x 100.98 EXISTING SPOT GRADE \ono cP 'Os --126 -- EXISTING CONTOUR ♦ EXISTING WELL Sf -G EXISTING GAS SERVICE pv°s; 0 U UNDERGROUND WIRES LOCUS TEST PITcl BENCHMARK x �yrte �°ccov °//R 0.1 1 1 x 11°•O1 Q� LOCUS MAP � �� a`O� NOT TO SCALE N b9 g21 r ` Q0 Q) 1 O >9 130. % 1 -I,- 'p �1120.110 �\ _ / \ / T05 ,�- '' -+---�$-- \ SLOT 14\� - ,, � ��- 3�g__ \ �,� PROPOSED S.A.S. \44,400f S.F. x2 �' 4 ROWS OF 6 H-20 HIGH CAPACITY INFILTRATORS --PARCEL ID: \109 015 0094' PROPOSED SEWER CONNECTION 140.1�\� \`� �`\ \�� �\ 9 1 A MINIMUM PIPE SLOPE OF 1% SHALL BE ---37.5' 2 MAINTAINED FROM PROPOSED D-BOX INLET TO THE PROPOSED SEWER CONNECTION INSTALL BULL RUN VALVE FOR TP-2 FUTURE ALTERNATE USAGE OF EXISTING S.A.S. h 01 u0 x 133.40 TP-1 ,' 01 js Li: BENCHMARK OUTSIDE CORNER �.26 t! OF BRICK PA71ON \ o x t �. EL.=148.69, 137.70 _ 3j3ROy� -+3-8--------- pS Tp t4-2-Z� X 139.04 \ \ \ 2.05 \ � _ \ qQ 4� ".1 x 149. 5 8 6 \x'A4��68, \ \\ 141.44 141.13 g� .1�� 15 x 1so.31 PATIO \\ HED � 2` . EXISTING D-BOX EXISTING LEACH PIT _. 1s1.24^ TO BE PUMPED, FILLED WITH =� 149.a (TO REMAIN) SAND AND ABANDONED Z�r I \ 148.41 x _ 4� �' -156---, -- \ EXISTING SEPTIC TANK x 157a2 157.16 149.61 (TO REMAIN) • _-___ o^ DECK N 1 0, 1 0. \ �46 \ can (above) x \ \ V57.58 °? �I a �PATI 50 04 : -. :. 158 6 Wal� �1 .36 `4U26 L \ 159.38 1;,.. ::. `` _ // t bosernent _ /EL.=152 Ot --'"� .•,-�..- / /�; � � / 154,3 151.33 . :' GARAGE EXISTING/ 160,67 <ise.40 HOUSE(#125) x-Ts .15 :".:': :::,.- T.O.F.=159.5f 1sa.3s ° s2.n 163.1 \ \`\:` .`-'r:'":l 155N6- \ <•`�: �` x 155.41 162.20 \ "`O >; 158.65 x �.17 x 156.46 � o PETER T. �, 151�.66 McENTEE �� �\ `>`L 160.51 \._,�57.52 / CIVIL WELL \ � ' 158.88 No. 35109 \ \ ELEC BOX �\L^�\v ` \\ ISTE � 166.79 0r 20.32,E \\ `;`,' O x 160.40 x 162.4� 129.68' x\6�31 1�49E R--325:0 162.aa • ' ., 162.02 161.49 158.64 PLAN REVISION - 2/1V18 edge OF pavement 159.77 ' ADD BULL RUN VALVE CATCPBASIN 157,117 OWNER OF RECORD BERKSHIRE TRAIL TULEIKA, VIKTAR 125 BERKSHIRE TRAIL WEST BARNSTABLE, MA 02668 Engineering by: SCALE DRAWN JOB. Na. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. 1'=30' P.T.M. 305-17 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET Na. 125 BERKSHIRE TRAIL, WEST BARNSTABLE, MA (508) 477-5313 2/2/18 P.T.M. 1 of 2 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 n V PROPOSED SEPTIC TANK NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.127.4 PROVIDE RISERS WITH FRAMES & COVERS OVER THE FOR A DISTANCE OF 15' AROUND THE INLET & OUTLET MANHOLES AND SET OUTLET RISER PERIMETER OF THE S.A.S. TO FINISH GRADE. OUTLET COVER SHALL BE SECURED PROPOSED D-BOX TO PREVENT UNAUTHORIZED ACCESS. INSTALL RISER & WATERTIGHT PROPOSED S.A.S. T.O.F.=102.2t(BACK) COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT ONE ONE ROW(MIN.) F.G.=98.0t(EXISTING) F G EL.=98.0t F.G. EL.=130.0t F.G. EL.=130.0t MAINTAIN/2%. GRADE MIN. OVER S.A.S. ` EX. D-BOX L = 149't L = 8. INSPECTION TO REMAIN S>7% (MIN.) ® S=1% (MIN.) PORT 4"SCH40 PVC 4'SCH40 PVC 6" 11 10"1 1 6 11" TO EXISTING J 48' LIQUID ' SEWER CONNECTION INVERT LEVEL E _ENT INV.=130.Ot PROPOSED INV.=127.00 GAS 4 ROWS OF 6 UNITS AT 6.25'/UNIT = 37.5' ��{.E INV.=127.17 D-BOX INV.=126.92 EXISTING SEPTIC TANK EXISTING INSTALL INLET TEE SOIL ABSORPTION SYSTEM (PROFILE) ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR NOTES: PERC SAND TO TOP OF CHAMBERS 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT=TOP INVERTS, PRIOR TO INSTALLATION. TOP ELEV.=127.33 INV.=126.92 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=126.00 II III�IIIII�1 SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 2 83' 310 CMR 15.221(2). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. EFFECTIVE WIDTH=11.3' 4) INSTALL A GAS BAFFLE ON THE OUTLET TEE SUITABLE SOILS NO G.W., EL=120.5 USE 4 ROWS OF 6-HIGH CAPACITY INFILTRATOR UNITS SEPTIC SYSTEM PROFILE WITH NO SEPARATION OW & NO STONE TYPICAL S CTION N.T.S. SOIL LOG GENERAL NOTES: DATE: DECEMBER 28, 2017 (REF. P#15,565) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL EVALUATOR: PETER McENTEE SE#1542 BOARD OF HEALTH AND THE DESIGN ENGINEER. WITNESS: DONALD DESMARAIS RS HEALTH AGENT 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF STATE ELEv. TP- 1 DEPTH ELEv. TP-2 DEPTH LLOCALERULES AND IROEGULATIONS NMENTAL ODE, TITLE V, AND ANY APPLICABLE 132.0 0" 131.2 0" 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR FILL A SANDY LOAM TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 131y3 A SANDY LOAM 8 10YR 4/2 DESIGN ENGINEER. - 10YR 4/2 130.8 B 5 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 131.0 12" SANDY LOAM FROM THOSE SHOWN HEREON SHALL BE REPORTED TO-THE DESIGN B SANDY LOAM 10YR 5/8 ENGINEER BEFORE CONSTRUCTION CONTINUES. 10YR 5/8 5.'ALL ELEVATIONS BASED ON AN ASSUMED DATUM. C 128.5 42" 128.2 C 36" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PERC THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 42"/60" HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. F-M SAND F-M SAND 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. 2.5Y 6/6 2.5Y 6/6 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. FEW BOULDERS FEW BOULDERS 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 120.5 1 138" 121.2 132" 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PERC RATE: 2 MIN./IN., NO GROUNDWATER THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING REFERENCE PERC: JANUARY 16, 1992 CONSTRUCTION. YANKEE SURVEY, WITNESS: DONNA MIORANDI 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). 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOMS SOIL TEXTURAL CLASS: CLASS I o 0 0 0 0 0 0 0 0 0 0 0000000 0000000 DESIGN PERCOLATION RATE: <5 MIN/IN o 0 0 0 0 0 0 0 II 1I0 0 0 0 0 0 0 0 DAILY FLOW: 330 GPD f- 28" -I F--28"-I DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO Closed End Plate Open End Plate EXISTING SEPTIC TANK: 1000 GALLON CAPACITY LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF INVERT q .74 GPD/SF DISTRIBUTION BOX: 4 OUTLETS (MINIMUM) 11. �16" USE 4 ROWS OF 6 HIGH CAPACITY INFILTRATOR H-20 UNITS WITH TO 75" -I t- -34" STONE & N SPACEBETWEEN ROWS. 0 1.3. ' x 37.5' BED 1.25" SIDEWALL AREA:' NOT APPLICABLE Side View End View BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF) (INFILTRATORS) 24 UNITS x 6.25 LF x 4.73 SF/LF = 709.5 SF HIGH CAPACITY INFILTRATORS, H-20 LOADING DESIGN FLOW PROVIDED: 0.74 GPD/SF(709.5 SF) = 525.0 GPD INFILTRATOR CHAMBERS NOMINAL BED AREA: 11.3' x 37.5' = 423.7 SF N.T.S. Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. N.T.S. P.T.M. 305-17 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. 25 BERKSHIRE TRAIL, WEST BARNSTABLE, MA (508) 477-5313 2/2/18 P.T.M. 2 of 2 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 EL — 84 20' MI1V F TOP OF FOU2VDA970N I CONCRETE CO VAWS 76.5 PROPOSED / 4' CAST IRON t ORSCHMULS40 44. MAX COVER PVC. PIPE � , , , 5' MA )( COVER. 4" SCHEDULE 40 P. V C. : EL 700 _ D T � P17L"H 1/ P1�R FT BOX FLOW LZAT' i K !INVERT s — 10, 69. OD '�T cRvs� WAS= STONE — MAW: :a:aa::: g1NVi�7T c c ° occ 2"LAYER OF EL.= 67 0 °c ° �c • EL.= 57 0 pc o c s PRECAST s G c °c LEACHING LAVER EL -_52_� o OR v r SLPTIC TA1VIf 57 7 INNER o . ° EpUIVALENT EL.— L_ _ a 15' 1000 GAL L ONS EL.— 48.0 0 0 0 0 Dc o. o 6 . o 3//4 TO,1-1/2 1 x0c WAStD STONE ss . PROFILE OF o Q` SEWAGE DISPOSAL SYSTEM 42. 0 sue,, - , LOT 13 6 DIAM. --�2 NOT TO SCALE LEACH PIT Av Nil 10, ALL ELEVATIONS ASSUMED LOT 1 i /� �` 6 BOTTOM OF TEST HOLE OR VSGS" PROBABLE WATER TABLE EL= 3 O. o 44,400 S.F i- SOIL LOG SOIL LOG 0 / NOTE. THE EXCAVATOR SHALL DIG 4 BELOW / 8 LOT 15 — f - DATE 01 16 92 D 01 16 92 ------ -- A TE ------- THE PROPOSED BOTTOM OF THE PIT, AND 50 TEST HOLE 1 TEST HOLE 2 THEN NOTIFY THE ENGINEER TO INSPECT i THE SOIL PROFILE: � _ . 2 EL= 56.0 EL- - _ 55.(3� WOOD LOAM Z D DONNA MIORANI ------------- WITNESSED "BY. 'b HEALTH OFFICER --------- ---=—,�' � ,A� ,, "A" HORIZON BARNSTABLE — , 91p. ,�� ___ S 6 SOILS-SILTY rowN of i - AND ---` ---- 45.0 —_—. O 2 2 48.0 PERCOLATION RATE MIN./ INCH ------,___ ------ 6 skEDIUAf �_ ,. � 64 FINE 1 O T, 66 SAND sE i� 41.o DESIGN DA IA.' RTC D _ MEDIUM ---- NUMBER OF BEDROOMS 42.5 SA1YD 3 ---- �� NONE �� ?• GARBAGE DISPOSAL o NO WATER ENCOUNTERED 330 GP I — 0 TOTAL ESTIMATED FLOW EXISTING of ,y GRADES 6 C.B. FAD ( _110_GAL/$R./DAY x' �3r BR.) y 66 & HELD PAUI `� { PROPOSED S N �� �0 ASS. EL = 80.0 SEPTIC TANK CAPACITY 1000 A. 78 6 0 GRADES , 0 9 Mtvo 3 � oe LOT 17 0 Z' ��/ �r 1 LEACHING AREA E UIREMENTS ®.� �o - .rs v, 7 ?6 .� � `t� of R Q �f si' GISTER_ OJ 3► 188.4 �,aNAI LAND'Q ? f 1 SIDEWALL AREA GAL S.F. 7 LArvoER HN ti� BOTTOM AREA -78.5 GAL%S/F 4 � / / o S-CAULEY . 6 \ CIVIL y 0 7 �, _ / LEACHING CAPACITY BOTTOM & SIDEWALL 549 GAL �c9 78 � \ —�� — � � �ATCH No.35101 ea A- 1 - �,.� _— BASIN for '�FGISTER�� 82 }-------- : RESERVE LEACHING CAPACITY 549 _ GAL 68 GENERAL NOTES 84 / 129 '09 .1. : THIS PLAN IS FOR INSTALLATION OF NEW SEPTIC. %` --- l_116i PROJECT-LOCATION LOT 16 2. PLAN REFERENCE BOOK 462 PAGE 34 lf BERK.SHIRE TRAIL WELL E� ROUTE 6A WEST BARNSTABLE 3. . THIS PLAN IS FOR INSTALLATION/ REPAIR OF SEPTIC SYSTEM UTILITY - /Z AND NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES. ,; BOXES 0 APPLICANT` JOHN BRITTON 4. ALL WORKMANSHIP. AND MATERIALS SHALL CONFORM TO D.E.P. �� TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 32 FOR THE SUBSURFACE DISPOSAL OF SEWAGE. R 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN W 12" OF FINISHED GRADE. - YANKEE SURVEY CONSULTANTS 6.. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE P.O. BOX 265, 143 ROUTE 149 SAME, UNLESS :NOTED `BY FINAL' CONTOURS. MARSTONS MILLS, MA. 02648 7. _ ALL COMPONEN15 OF THE SANITARY SYSTEM SHALL BE CAPABLE CEDAR ST OF WITHSTANDING H--10 LOADING UNLESS THEY ARE UNDER 508 428-00 5 FAX 508 420-5553 OR,'WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING APPRO VED: BOARD OF :HEALTH Locus-- RO UTE 6 SCALE DATE: SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING. 1 30 1117192 UNLESS,NOTED. MIDCAPE HIGHWAY B. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL REV. REV. BE MORTARED IN PLACE. DATE' AGENT 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER APPLICANT IS TO JOB NO. / 50103 SHEET 1 OF 1 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. LOCATION MAP 10. ALL 'PIPE TO BE 4" SCH 40 PIPE