Loading...
HomeMy WebLinkAbout0115 BRIDLE PATH - Health 115 Bridle Path Road A 149'- 144 _ - -- - - - - - ------- - - — -- - - -_ - _— — _ Marstons Mills ;1 I� Town of Barnstable P# ' Department of Regulatory Services Public Health Division DNAMate tll / t639• �� 200 Main Street,Hyannis MA 02601 4, Date Scheduled Time Fee Pd. 100 Soil Suitability Assessment for S a i p sal Perfornu d By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address Owner's Name - �j� Address���p7 / Assessor's Map/Parcel/ �/� i�/ Engineer's NameO,id've NEW CONSTRUCTION REPAIR Telephone# �I) Land Use Slopes(96) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well _____ft Drainage Way ft Property Line ft Othdr ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) - ------------------------ Parent material(geologic) Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soll mottles: In. J M Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. act Index WeII# Reading Date: index Well level Adj.factor—� Adj.Groundwater level,,,e 1 6� PERCOLATION TEST bate�.._, Time a F02bseErvafion� oe '2 Time at 9" is - - C) De�of Perc 0 r., Time at 6' mac. Cf3 OSMA41 a-soak Timd fq 71ma(9"-601) 1 EnThe-soak rl6t' Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed:_ Additional Testing Needed(YIN) 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 Consel}vation Division at least one(1)week prior to beginning. W S F.PTICVERCFORM.DOC y DEEROBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistengy,%Gravel) G� G DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) 12 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gmv DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders. Consistency. i . Flood Insurance Irate Map: Above 500 year flood boundary No— es Within 500 year boundary No JYes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi u dial exist in all areas observed throughout the area proposed for the soil absorption system. If not,what is the depth of natur ly occurring pervious material? Certification I certify that on /0 (date)I have passed the soil evaluator examination approved by the Department of Envir mental Protection and tha the above analysis was performed by me consistent with . the required training:experti a d,a nce c ' ed in 310 CMR 15.017. Signat Date Q:\SEP1n0PERCFORM.DOC TOWN OF BARNSTABLE LOCATION SEWAGE#.7 VILLAGE,,�'Tv ,.r,4�l/l�PASSESSOR'S MAP.&PARCEL�,0-9 /{ � INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (size) 9 K 3a X oO NO.OF BEDROOMS OWNER PERMIT DATE: 9 COMPLIANCE DATE: Separation Distance Between the: A , < Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /oZ 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 3 ® � R '� /NS�c°GTic �oGLP No. Fee 0� THE COMMONWEALTH OF MASSACHUSETTS Entered in co pater: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Disposal 6pstem ConstCuttion prrmit YfApplication for a Permit to ruct( ) Rep it( p Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot '..,o �� ��'? Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 77r 0,70 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 0 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) O gpd Design flow provided gpd Plan Date ���.� Number of sheets / Revision Date Title Size of Septic Tank /O o a 4 l Type of S.A.S. Description of Soil /%tee-jz Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of F104th. ` p d Date Application Approved by p Date Application Disapproved by Date for the following reasons Permit No. fia `` Date Issued 77 No. __ f ,Fee THE COMMONWEALTH fO�jMASSACHUSETTS Entered in co puter: Yeses PUBLIC HEALTH DIVISION - TOWN-OF'BARNSTABLE, MASSACHUSETTS 2ppYication for misposal *pstrm Construction 3periait + Application for a Permit to Construct( ) Repair /p - ) Abandon( ) _❑Complete System ❑Individual Components Location Address or Lot{'lo.,/,, 00" �-,g Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder a Other Type of Building/x P-r- No.of Persons Showers( ) Cafeteria( ) , s• Other Fixtures Design Flow(min.required) gpd Design flow provided '" gpd Plan Date Number of sheets / Revision Date Title M Size of Septic Tank-_-`X1f'T/p'G /Oo o gq!!!e�Type of S.A.S. c Description of Soil i Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: Agreement: z 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 th. l,g;ngd Date Application Approved by ���/ /�� / � Date Application Disapproved by v Y v Date for the following reasons 1 'eni Permit No. ®/ ' ) ` Date Issued - ----,-------- - - ----- _ . __ - - ----------�- ------------------------- THE COMMONWEALTH OF MASSACHUSETTS � BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by at .40A y`// „Ill,/77 has been constructed m acco nce with the provisions of Title 5 and the for Disposal System Construction Permit No� ated Installer(7:0, w Designer /'l!i//j /yJ� /�!✓ �C'� #bedrooms Approved design flo gpd The issuance of thi perm t,s all not be construed as a guarantee that the system will f me /as eigynnee/d) Date ' ? inspector 6 ----------------- - ------r-•------------------------------- - ------------ ------------- --------- ---- No. � Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction j3ermit Permission is hereby granted to Construct( ) Repair(� Upgrade( ) Abandon( ) System located at//`{' "/ �[� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. 1 Provided:Cons cti n ust Ye completed within three years of the date of this permi Date roved t. A/ ! '+w..� PP b Y i , SEP/25/2013/WED 08:48 AM FAX No, P, 001 Town of Barnstable r Regulatory Services Thomas F. GeUer,Director `"R'''ASS ' Public Health Division '�co,wy► Thomas Mclean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax, j -790-6304 Date: '9—cR 6"JY Sewage Permit# a r, .3—`i?'c��Assessor's Map/Parcel Ph lYz/ Installer&Designer Certification Form Designer: Installer; Address: '1/ LlxGr '� Address: 14 W On 9�°� ` was issued a permit to install a date) (installer) septic system at 4 4ilQsed on a design drawn by (address) t l �' dated (designer) �ertffy 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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or anyvertical relocation of any component of the septic system) but in accordance with State&Local R' ')tions. Plan revision or certified as-built by designer to follow. Stripout(if rp acted and the soils were found satisfactory. OF DAVID 4�' y 1 (installer's Signature) MASON No,t U66 o — J9 4 J R eQ, er s Signature) PLEASE RETURN TO BA.RNSTABLE p'C.)3j,x, OF COMPLIANCE WILL NOT BE ISSUED U'N iii, gu i rt t x t b URM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DMSION. THANK YOU. gAafflice fonns\dasignercerdfication fom,doc 1 lam, Town of Barnstable Regulatory Services ti Richard V. Scali, Interim Director '" A1�MSS. ` Public Health Division y nss. ,�, �Ar 1639n. 1. Thomas McKean, Director ED MA'S 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: --:#/lam & Assessor's Map\Parcel: IA191 l Property Owners Name: In accordance with Massachusetts DEP alternat ve system approval le ters, the following certification information is required by the Owner of record. The Owner of record must place an "x" in the applicable box next to each line certifying the information. Yes NA ❑ I have been provided a copy of the"Title 5 I/A technology Approval letters. page Standard Conditions letter and the specific technology letter) ❑ ave been provided with the Owner's Manual ❑- ave been provided with the Operation and Maintenance Manual ❑ 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) the Approval ❑ V 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 3 0 CMR 15.287(5) ❑ If the design does not provide for the use of garbagegrinders, the restriction is understood g p g g and accepted ❑ ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 1 , '192 LA �'/ �G agree to comply with all terms and conditions above. Property ers printed name y property Owners Signature Date Note: This form must be submitted along with the septic system disposal works permit application for all I\A systems including new construction, repairs\upgrades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. Q:\Septic\IA homeowner certification.doc r 1 X o Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs L I Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 DEVAL L PATRICK RICHARD IC SULLIVAN JR. Governor Secretary TIMOTHY P.MURRAY KEiNNETH L.KIMMELL Lieutenant Governor Commissioner CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Infiltrator Systems, Inc. P.O. Box 768 6 Business Park Road Old Saybrook, CT 06475 Trade name of technology and models: BioDiffuser 11" Standard, BioDiffuser 14" High Capacity, BioDiffuser 16" High Capacity,BioDiffuser 15"Narrow (Bio 2), BioDiffuser 22"Narrow (Bio 3), ARC 36,ARC 36HC, ARC 50, ARC 18, ARC 24, ARC 36 LP (3.8 inch-invert), and ARC 36 LP (8 inch-invert) (hereinafter the "System"). Schematic drawings of each model are attached. Transmittal Number: X235253 Date of Issuance: June 3, 2013. Date of Revision: August 22, 2013 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 Systems, Inc., 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. August 22, 2013 David Ferris, Director Date Wastewater Management Program Bureau of Resource Protection This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD#1-866-539-7622 or 1.617-574-6868 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper r - BioDiffuser and ARC Chambers by Infiltrator Systems Inc. Revised Approval for General Use-August 22,2013 Page 2 of 8 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 BioDiffuser 11" Standard 34 x 76 x 11 6.5 BioDiffuser 14"High Capacity 34 x 76 x 14 9 BioDiffuser 16"High Capacity 34 x 75 x 16 11.3 BioDiffuser 15"Narrow (Bio 2) 15 x 87 x 12 6.87 BioDiffuser 22"Narrow Bio 3) 22 x 87 x 12 6.87 ARC36 34.5x60x13 7.13 ARC 36HC 34.5 x 60 x 16 10.75 ARC 50 51.5 x 42.75 x 30 22.25 ARC 18 16x60x 12 6.24 ARC 24 22.5 x 60 x 12 6.25 ARC 36LP 3.8-inch invert 34x60x8 3.8 ARC 36LP (8-inch invert) 34x60x8 8 1' Only Systems installed with this invert height shall be allowed to use the effective Leaching area associated with this model in Table 2. 2.Only System installed with the inlet pipe entering through the roof of the chamber. 2. The System is an open-bottom leaching unit molded from high density, high molecular weight polyethylene (HDPE) Type III, Class A or B, Category 1 or 3 or Polypropylene Group 03, Class 3, Grade 0. It can be installed without aggregate or distribution pipe as an absorption trench in accordance with the requirements in 310 CMR 15.251 or as a bed or field in accordance with the requirements in 310 CMR 15.252. 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 Side Port Coupler to Side Port Coupler including Side Port Coupler. 4 BioDiffuser and ARC Chambers by Infiltrator Systems Inc. Revised Approval for General Use-August 22,2013 Page 3 of 8 Table 2: Effective Leaching Area in Trench Configuration for New Construction and Remedial Sites Effective Leaching Effective Leaching Model - Area Area (SF/LF) SF/LF BioDiffuser 11" Standard 6.53 NA BioDiffuser 14"High Capacity 7.18 NA BioDiffuser 16"High Capacity 7.88 NA BioDiffuser 15"Narrow Bio 2 4.00 NA BioDiffuser 22"Narrow Bio 3) 4.97 NA ARC 36 6.78 NA ARC 36HC 7.79 NA ARC 50 NA 6.71 ARC 18 3.96 N/A ARC 24 4.87 N/A ARC 36LP 3.8-inch invert) 5.79 N/A ARC 36LP 8-inch invert 6.96 N/A 3.Effective leaching area is equal to 1.67(bottom width+(2x invert height)) 4.Effective leaching area is equal to 1.0(bottom width+(2x invert height)) 5.The maximum trench width allowed for calculation of effective leaching area is 3 feet. 4. For new construction, the applicant can size the System in a trench configuration without aggregate, using the effective leaching areas presented in Table 2 above. 5. Systems installed on remedial sites shall be allowed to utilize the effective leaching areas presented in Table 2 above or additional reductions in soil absorption leaching area approved by the approving authority in accordance with 310 CMR 15.284. 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. 6. For new construction, the applicant can size the System in bed or field configuration without aggregate, using the effective leaching areas presented in Table 3. 7. The System, when installed in a bed or field configuration without aggregate on remedial sites, shall utilize the effective leaching areas presented in Table 3 or additional reductions in soil absorption system area approved by the approving authority in accordance with 310 CMR 15.284. 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. BioDiffuser and ARC Chambers by Infiltrator Systems Inc. Revised Approval for General Use-August 22,2013 Page 4 of 8 Table 3: Effective Leaching Area for Bed or Field Configuration for New Construction & Remedial Sites Effective Model Leaching Area SF/LF BioDiffuser 11" Standard 4.73 BioDiffuser 14"High Capacity 4.73 BioDiffuser 16"High Capacity 4.73 BioDiffuser 15"Narrow Bio 2) 2.09 BioDiffuser 22"Narrow (Bio 3) 3.06 ARC 36 4.80 ARC 36HC 4.80 ARC 50 7.16 ARC 18 2.22 ARC 24 3.13 ARC 36LP (3.8-inch invert) 4.73 ARC 36LP 8-inch invert 4.73 6.Effective Leaching area is equal to 1.67 times bottom width only. II Special Conditions 1. The System is an approved Alternative Chamber for use as an Alternative Soil Absorption System. In addition to the Special Conditions contained in this Approval, the System shall comply with all the"Standard Conditions for Alternative Soil Absorption Systems" ("Standard Conditions"), except where stated otherwise in these Special Conditions. 2. New Construction This Certification is for the installation of a System to serve new construction or an existing facility with a proposed increase in flow, for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority and the site meets the siting requirements for new construction, as provided in Paragraph 6 (b) 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 and 9 in section II Design and Installation Requirements of the Standard Conditions BioDiffuser and ARC Chambers by Infiltrator Systems Inc. Revised Approval for General Use-August 22,2013 Page 5 of 8 4. When installed without aggregate, the System shall be exempt from the minimum inlet spacing requirements of 310 15.253. (Systems installed with aggregate are not exempt from this requirement.). 5. When installed without aggregate,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. When installed with aggregate in trench,bed, or field configuration, the System shall have a minimum of one inspection port consisting of a perforated four inch pipe placed vertically down into the stone to the naturally occurring soil or sand fill below the stone. The inspection port shall be capped with a screw type cap and accessible to within three inches of finish grade. When installed with aggregate in accordance with the design specifications of 310 CMR 15.253(1)(a)(c) for Pits, Galleries, or Chambers, the System shall comply with the inspection access requirements of 310 CMR 15.253(3). 6. Whether installed with or without aggregate, when installed in trench configuration, the System must be installed in accordance with the trench requirements of 310 CMR 15.251, except 15.251(5)-(9) which pertain to effluent distribution piping requirements and 15.251(1)(b) which limits trench width to 3 feet maximum. The system shall comply with these requirements: a) Length(each trench) 100 feet maximum(310 CMR 15.251(1)(a)); b) Width(each trench)2 feet minimum(310 CMR 15.251(1)(b)) - Chambers greater than 3 feet wide, when specifically approved, are subject to other Special Conditions and limitations; c) Effective Depth: shall be equal to the depth of the trench below the invert of the chamber inlet with a minimum of six inches up to a maximum of two feet(310 CMR 15.251(1)(c)); d) 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)); e) The effective leaching area shall be calculated using the bottom area and a maximum of two feet(per side) of side wall area for each trench(310 CMR 15.251(1)(e)); f) 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)); g) 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)); h) 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 I 1 � BioDiffuser and ARC Chambers by Infiltrator Systems Inc. Revised Approval for General Use-August 22,2013 Page 6 of 8 least three times the effective width or depth of each trench, whichever is greater (310 CMR 15.251(4)) - Chambers greater than 3 feet wide, when specifically approved, shall be sep arated parated by three ee times the actual width and are subject to other Special Conditions and limitations; and i) Effluent distribution lines exceeding 50 feet in length shall be connected and venting provided in accordance with 310 CMR 15.241 (310 CMR 15.25 1(11)). 7. When approved Alternative Chambers are installed surrounded by aggregate in trench configuration, the effective leaching area required by Title 5 for a conventional system shall apply to the System and shall not be reduced, as provided in the Standard Conditions. The System shall also meet the following requirements when installed with aggregate in trench configuration: a) the maximum effective depth shall be 2 feet, measured from the invert of the chamber inlet to the bottom elevation of the aggregate; re ate• b) the total maximum effective width, including the width of the chamber plus the aggregate, shall be 3 feet; and c) with the use of aggregate, the minimum inlet spacing requirements (20 feet)of 310 CMR 15.253(6) shall apply. 8. When installed without aggregate 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. 9. Approved Alternative Chambers greater than 3 feet wide shall not be installed with aggregate in trench configuration and shall only be installed with aggregate: a) in a"bed or field configuration"in accordance with the Special Conditions pertaining to all Alternative Chambers and the Special Conditions which reference"bed or field configuration". No credit for sidewall area is allowed in this configuration; or b) in accordance with the design specifications of 310 CMR 15.253 (1) (a)-(c), the Special Conditions which apply to such designs, and the Special Conditions which apply to all Alternative Chambers. 10. Whether installed with or without aggregate, when installed in a bed or field configuration, the System may be installed without distribution piping,but must comply with the following requirements in 310 CMR 15.252: a) the use of leaching beds or fields is restricted to systems with a calculated design flow of less than 5,000 gpd per leaching bed or field(310 CMR 15.252(1)); �y4 I BioDiffuser and ARC Chambers by Infiltrator Systems Inc. Revised Approval for General Use-August 22,2013 Page 7 of 8 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(310 CMR 15.252(2)(f)); d) The effective leaching area shall include only the bottom area,not the sidewalls (310 CMR 15.252(2)(i)). 11. When approved Alternative Chambers are installed with aggregate in a bed or field configuration the effective leaching area required by Title 5 for a conventional system shall apply to the System and shall not be reduced, as provided under the Standard Conditions. The System shall also meet the following requirements: a) the aggregate base under the chambers shall have a minimum depth of 6 inches and maximum depth of 12 inches; b) the area between chambers shall be filled with aggregate meeting the requirements of 310 CMR 15.247 up to the crown of the chambers with a minimum of 1 foot of aggregate to the outer edge of the bed; c to prevent the intrusion of fines the System shall comply with 310 MR 1 24 p Y p y C 5. 7(2); d) the maximum distance between chambers shall be 4 feet; and e) the horizontal distance from a chamber to the outer edge of the bed shall be 4 feet maximum. 12. The System, when installed with aggregate,may be installed in accordance with the design specifications of 310 CMR 15.253 (1) (a)-(c) for Pits, Galleries, or Chambers, which state: a) Effective Depth-A maximum of two feet of sidewall depth below the invert of the inlet of the unit shall be used when calculating the effective leaching area; b) Surrounding Aggregate 4 foot minimum per side. 4 feet maximum per side; and c) Separation Distance Between Units -two times the effective width or depth, whichever is greater. 13. When installed with aggregate and installed in accordance with 310 CMR 15.253(1)(a)- (c), the effective leaching area required by Title 5 for conventional chambers shall apply to approved Alternative Chamber Systems and shall not be reduced, as provided under the Standard Conditions. The System shall also meet the following requirements: a) The Alternative Chambers must be installed on an aggregate base of at least six inches deep. The maximum allowed total effective sidewall depth shall be two feet when calculating the effective sidewall leaching area and shall be measured from the invert of the chamber to the bottom elevation of the aggregate; b) The effective width of the Alternative Chamber or Alternative Chambers in series shall include at least one foot of surrounding aggregate per side, up to 4 feet per side. i BioDiffuser and ARC Chambers by Infiltrator Systems Inc. Revised Approval for General Use-August 22,2013 Page 8 of 8 The effective bottom area will be increased by two to eight SF/LF with the corresponding addition of one to four feet of aggregate per side; c) The area between adjacent units may not be used as reserve area when the System is installed in accordance with 310 CMR 15.253 (1) (a)-(c); and d) Adjacent units (Alternative Chambers with surrounding aggregate), separated by undisturbed soils of less than two times the effective width, shall be considered a multiple bed configuration and shall not be entitled sidewall area when calculating the effective leaching area. 14. For Systems constructed in fill and installed without aggregate, 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. - LOCATION SEWAGE PERMIT N abf VILLAGE INS �dA LLER'S NAME & ADD-RESS ,%o ,4 . 5-00 1z o e 8 U-ILDE R OR 0WNE DATE PERMIT ISSUED .�_3 _-7 DATE COMPLIANCE ISSUED =.f7-7�-'. r 1 V -�:.--.._..�..•F�,.. ,� ,to 1 4 rj THE COMMONWEALTH OF MASSACHUSETTS 7 BOAR® OF HEALTHrV / ..--..down.--- .....OF.........Barnstable ApplirFation for Uhipsal Vorkfi Tnnitrnrtiun Vamit PI Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: !, ................Bridle..P.ath.Rmd........................................... .......101.-#30..................--..................................................... Location-Address or Lot No. .._....( ?�S! BB a. ... elle>w.......:......... y �,s� �IQl" cal. a Ii�Q --------------•-----....----------- i Address W -•------- -------.Nort _ .0dAQu . Installer Address d Type of Building Size Lot.._�7P65�, ......Sq. feet U DwellingNo. of Bedrooms...._......(31_.._.._ .....Ex anion Attic Garba e Grinder a — P ) g ( ) 9k Other—Type of Building ............................ No. of persons.......L..._...._...._._... Showers ( 2 ) — Cafeteria ( -) Q' Other fixtures .......Standard...................................................................... Design Flow...._...3QQ--_-__---_------•--_--_--_gallons per person ger day. Total d?'l flow____330> ...................gallons. W tSS >9 WSeptic Tank—Liquid capacit;LMO_...gallons Length................ Width................ Diameter__-__-_.-___-__- Depth................ x Disposal Trench—No._:__--I........... Width.....�1...n.......... Total Length....10_.......... Total leaching area.�.................sq. ft. 3 Seepage Pit No--------------------- Diameter.................... Depth below let__ _ __ __.___. Total leachin area.91_........sq. ft. Z Other Distribution box (�, ) Dosin tank ( ) Percolation Test Results Performed by.. dredge E.n ering COa InG• Date___.2/10/78 Test Pit No. I...100.....minutes per inch Depth of Test pit....13#......... Depth to ground water...................... �Tq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....................... SEE ATTACHED ....................... ......... •-----.--........... ........ ---EE A - O Description of Soil....."_loamy 2 � _sub soil, 10! coarse sand and gravel x --------------------•------------- V --------------- ----------------------------- •------------------------------------------ ... •----------------=------------------- •------ ------------------------------ ------------------------------- W ----•----------------------------------------------------------------•---•--------•-•-••----•-•---......-------------------------------•------------••--••----•-----•-•--------•---•---•---•-•-----•---- UNature 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 iITI.E 5 of the State Sanitary Code— The undersigned further a es not to place the system in operation until a Certificate of Compliance has been iss the boar of heae Signe . •---•-•-------------••...... ax ....7 d ate J Application Approved BY . ---•-- ------- 1�.�1'L: - ........ -----0-``2-`��•=_--- Application Disapproved for the following reasons:.------ ---•------- ------`-•---•-•--------------------------------------------.------ Date...........--- .................................................................................................................................................................=-•-------------------------••-•-......_ ,may Date Permit No..........-•••-•-•-•---•---•----••------------------- Issued_----`� �7 �� ...- Date------•--•-•----------•---•---- ...»,. a -► • f No......-••• Ax................... .... ..� THE COMMONWEALTH OF:MASSACHUSETTS BOARD OF HEALTH ' ..........orn. ...........:: ......OF.........Ba»etable.. 1 , ApplirFatiott for lliipoa al Works CSontitrnr#ion Prrmit i Application is hereby made for a Permit to Construct (X ) or Repair (,-') an Individual Sewage Disposal System at: Bridlea a .......LQt__#3Q............................................................ Location-Address or Lot No. ... -fir -B®- ly-W611Q;'................. TAXSE3>R118�..I9Q l..EI�18DQltt► ............. Address _- a ..d .._.. _...a,.�Q�e. �.........-•--------- --- #alb......................................................... Address 27 654 Type of Building t Size Lot:,.._._.t..................Sq. feet .Ex Expansion Attic U Dwelling;No. of Bedrooms.........:._�3____:_____________________ p . (X ) Garbage Grinder ( �) - ......... No. of erso ..... _-__•__--__--___ Showers — Cafeteria PL4Other—Type of Building _______________ p ( ) ( ) 04 Other fixtures ...... tandard . W Design Flow........ _____________________________gallons per person Qer day. Total d �y flow_.._3. .......___ ' gallons. P q P A00---.gallo `s g g ---- -P---# Se tic Tank—Liquid ca aclt ._...._. > Len th________________ Width.. .__.____.____ Diameter---- Depth.* Disposal Trench—No......1.....__ " g ._ . Total leaching area_..................sq. ft. ----- Width-•-•4•-•--------.. Total Len th..:10--•-- --- #----------- `''°~ Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area.266.........sq. ft. Z Other Distribution box ) Dosing ared�®) "_ 41- �C 3 . �� /7��J m�e /O Percolation Test Res is Performed by............................................ ) ._...0-_. Date-_-______...._..__.____......_......._.. ,� Test Pit No. 1----------------minutes per inch Depth of Test Pit__________•__---____ Depth to ground water.:_c_.................... 1.4 *p i . G Test Pit No. 2_____________ nu r inch D th of Test Pit.................... Depth to ground water......................... A X ED SH p 4 ;loeni;---24i;-sub $�1 ���...coats®--sand--�d------aver Descriptionof Soil . -•--------------------•----.........._..........---------------...----•-------•-------------�'......•--......t---------•----•---•••--•---'L------ W .. U Nature of Repairs or Alterations`—Answer when applicable__________________________ ..._..___°........ t ............................................................................................................................................................................................•-.......... Agreement: The undersigned agrees to install the aforedescribed�Individual Sewage Disposal System in accordance with the provis�bns of TITLL 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation'until a Certificate of.Compliance has been issued by the b,Qard of health.4� Signed_ ---•--•---------------••-------.......-------- -----------------•-•--. ..._ Date Application Approved By._._ r_ _._ ---- ----------------------- 'bate_7�•Xa--- _____�--•-•---------------• -a ate 7�'� ... Application Disapproved f o t following reasons: -------------•---•- -----------------------------------•----------------......----------------••-----............------•----• .............................................. ._ .Date Permit No.......................:....• - Issued.__u '-!-_ �---1_. ................ i Date THE COMMONWEALTH OF MASSACHUSETTS `'BOARD OF HEALTH ....................n..................OF..........Barnstable........ .......................... t , (Enr#ifiratr of ToanpliFana THIS IS TO CERTIFY, That the Individual Sew Disposal S ;Ste onstruc.ted ;-) or Repaired ( ) by Draand �'ountalna ��..... *� :.. _ ___________-•• :JS:= Insta11�r ` at.....................................................................#30 Bridle Path Road..- 1Ylass. .. ,iZ.=, I -'-----------------------•---- has been installed iri'�accordance with the provisions of TIT ` o The State Sanitary Code as described in the f . application.for Disposal Nyorks Construction Permit No_--.. ..... .......... ............. dated.......__ ..................................... THE ISSUANCE OF. THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL UNCTIONFACTORY "DATE:_.,....,... .'�1� d�...................................... � �Inspectior � �. �' -------- -----------------•--- Y 'imf�b `� :_. s "0.�94.,��•AF �'14' 'Mn+rdU$+''�'e�'°1m iR' Y L_.�,..:._.�r�....-..-���._......................,_....a_�., ... .....- +....✓.�w,....+.�x..�.r�i�.- .a a - ,...S.F.y��.i.taw.���l...w+.+.u. _ .....vu.�.,,_.........<._.....,.......r..`.,-._.............+.«.u. _ .. THE COMMONWEALTH OF MASSACHUSETTS. _ BOARD- OF HEALTH,.rx, Tom OF Barnstable No.........;., .�....:. -.s FEE..... .. .�,t.... .,.1,D oo�al Works Tons#r uan t " Draper and Fovttain In Permissio is hereby granted ----'..................... to Constr>. �4 ge j Rt ff age s y em i.-at No.......................------•----•-•-------.............. . ••--------------........... , ... i.................... •--_..... Street as shown on the application for Disposal-Works Construction Permit No..................... Dated... . Iw y ........-- __iL.iC ._..._ {._./_{(B ____•_•......................................... DATE.....Y...`....... ............................................... FORM 1255 HOBBS & WARREN, INC., PUBLISHERS -,.-.,� tt 14 ,-S > a fC� t x ,� a� ..� � c�Y• � a zr¢;L� a� K. � �' tf a � �: +xr �' t n'R � r �' r - ,1 t Ja��s t,4t ^. a sr ,k t •, y4��.,?t >a"�+:4 y +A 'c�s'- Q, 4f P!� l '4Yrt.i �•� '��: 'a +, �t a a 0,7o .;�' wI / •F '.�, �. e ;r r Hwy+'n' �tr i•�� { 3i �� pp 1 4 •. 'E iC. f 10'yJTS .,-... a b {'. 2 i �!3'13 F♦1y r'6 r T@ !S1 r { b�". ke° .{ Y.� z r e # M f a tt r F {r !.. J.- ._ .z '''' °�'" r - �. �• t € sAo lN 4.1 A- �!t is '�, - - _ �i 3• y,. � � �. 'a1- LEGEND i • r � •i �yi ,t". �� r {�, r' �'e; +,fir,. �� ' ;,CERTIFIED PLOT PLAN ` EXISTING SPOT ELEVATION Ox0 _ EXISTING CONTOUR '- — FINISHED. SPOT FLEVATIO": 'c' ^. —�I:.FINISHED CONTOUR 0 10� J t N {' APPROVES BOARD OF HEALTHz DATE AGENT] -- SCALE °� DATE / `/ v s• ! �ELOREDGE ENGINEERING CC-IN —' CLIENT __- __. I CERTIFY THAT THE PROPOSE6 ` EGISTE°REC REGISTERED paa �' ; ,JOB NO. -._ _ BUILDING : SHOWN ON;, THIS PLAM,;r CIVIL LAND :CONFORMS TO THE .. ZONING tlA1NS r t'�, ENG_.INEERSy�. SURVEYOR DR. BY ; _., , -- 0F BARNS T BLE MASS. a � • r �. -- 33 NO MAIN ST 712 MAIN ST. CH, BY-, SO .YA;RMOUTH MASS. HYANNIS MASS '> SHEET_ - OF — � DATE tREG7 LAND vpgy0R�' d .:t. ,7.. ..i, 4 i'. .•t. + a*td.i �. ii!� .�y. aF".t• .,yn1x ..,;' pal *"�ia•,�t 4h,_v�is, �� . L ,w..- ..+s+:.Aw-'+r t••oM NM - iu.o.?.w:i.�.ah+,t•+r.�A:r� KRn.�P+ ro7MiL^"!y¢+�v�•.�aW..-n`roar.-.i.wr+,c'n...�.e�i. . rj.. _ i:Y• y.(yy ..+?.!�� :3M ,. X+.+�++r ... ++i+.wMVYM.*R•+Sha!' :rM.n%+� � X 4 1 �9 Y�r - • e N.07F /F EITHER 7AI�SEP'T/C TANK M//V• r L.Ef+C.yinrG PIT ARE. ;MORE THA;`/ /2' BEZ.•JA�� ID FT. M1N.., �---- -- ---- GR•�►OE, .6i 24"O/AM ETR CONCRETE C�:' ER SWADLL BE ,t9R0u4a.N7- 7©aGe4AOE. f;i✓ FX � { CRCTE /,rEAVY CA'ST IRON CO v�R St/AL CON MIN. P/TCH ► /FIN �R/VEN/.4Y CO i�ERS� %B"PER 2 fo MiN. GC/VGR }TE CO VEf? 7ff— - CLEAN r ,.. - - —"----- L/QU/D 4461115E e � i, RYER d 4" CAST IRON PIPE t (�D GAL'. o a a a I I o • • • e • • ! n oar dn. a SHFO 57r;YE. e aj M/N. P/TC1i DIST. s • • • • • • ' n u . 4"Peep rr. SEPTIC TANK ®4X • .• B e o o ► • ► �° •i , a �c ! I �EFFECTI Ilea ►K�■ • u'— 3%4 - I /Z:, r l • r I • OEPTN • o I •t o {{1 WASHED .. � .t' 1s' =,1. ,.y ::, C 7 � ► ! 0, • o • s •'► )� e p. o o °�_ ► e i . - . . . . . -off o •a��'y: II s o o • • • r p - PiPECA5T SE�=�AGE ► • ,•n f - n P/7 -OR o ` o : •' o • • • • • all ' e o 6 /Nl/BRT I`�LE✓AT/ONS L __• o _ Y._____.__ — p /fJ{/ERT aT£BUILDING. 6^r9' O FT - f.c --- -_— v^ !SEE,TABLi�.s „iON�') /N:/.ET SEPTIC TANK 6 .�_FT _ r Ol/TLET SEPTIC 7,o4,vA< — GRnuN� WATER TABLE D/STR/BUT/ON BOX btGly FT. I 4.t- Ol/TLE ,01STR/B/ IV BOX O, � - $ENJ4GE ,D/SfOSA L SY..STEM /NETSEEE7 FT -rAOULAT/D/V LEA 4C' D/ � T.DES/GN GR/TEQ/4 , DtMENSIOnr , C. 4!4lM8ER OF BEDROOMS ;` ° SOIL: LOGAl GARQAfE.DISPOSAt UN1T�'� _ : . � ., , .SOIL TEST' _ - aT.QL ESl1MATE0 ec'Lof�S/�3v G.ac.%D.ay SOIL 'TEST #/` SOIL 7EST#2 F .NUMBEeF OF,SEEPi4GE '. — f^FCEs!'7o. G. f—ELEY, DmTE U SOIL TEfrST y �ca�.. . �RCOLA-r O/v RATE --- BO�TTOM7LEs9CN//vG PER PIT 7 SQ•: FT; AElV COL TION RATE ' / �� M//try/1 NCH TOTAL LEACH//YG AREA " SQ. FT. I y ' r / ! '_f!INCH 2' 17-7 �,RESERVE LFr4CeylN6 ARFf► FT. S4� g oe f w >-2 �J. 1�J �� = `� � � °� � S J x� • °�� 7/2 lNA//y Sr. , ,33 NO. 46 "iM�4TE°R ENCOIJNTEREO HYA. NN/3 j MASS SO. YARMQu7Y,ritAS.S 3 UNly 1Lv'<►TER'i47F' 4 .S •ti L .,.. v. YZ� µL: �f +py'" ,�.�y�1y,�,•� 'r �-"�y��� �,hyBS�.,n.. '�:...-,.. ram.....-.. ..1 .£n• .. ,y�yfi}�r F.J .....�-il.�,-.-h-i:.tr'v'�J'....t��`d:� ~ 'Da .%.mei>,mi..- C... ..x.... a .-. ,sWT its+.:, ,)c. -.,r-'"' -li••!'�a,.. _�7-.�?�S .Y - A ASSESSORS MAP ! �/'�� ----------------- --- TEST I-I o L L LOGS- PARCEL : FLOOD ZONE: /Y / _ -- — - -_— SOIL I L EVALUAT011:� �c� _ � I) The installation shall conii,,, wills 'Title V and "Town o��l�►ard of. o � � ` gyp✓ /D�' J I lealth Regulalions. �„ _.... : ..._._. WITNESS . REFERENCE: e � � DATE: �i ! Zola 2) 'I'lie installer shall verify the location of utilities, sewer inverts and septic - _____ _ _a.___. _ ..�._. � _...__ ___ pERCOLA'T I UN lIA TE:-� �' t e components prior to installation and selling base elevations. 3) All gravity septic piping to be 4 inch Sell 40 I1VC at 1/8" per loot. The first Z _ Gov ` GAT- / I L. ►� �, , two feet out of the d-box to the leaching shall 6e lever. TN'2 4) This plan is not to be utilized I:m property line determination nor any other '=1j * purpose other than the proposed system installation. A 5 All septic components must meet Title V specifications. J G) Parking shall not be constructed over 1110 septic components. mil✓ ; r„ j 7) The property is bounded by property corners and property lines. Ib ail �j, 8) The property owner shall review design considerations to approve of total LOCA i 1014 MAP � / -�----�- �� design (low and number of bedrooms to be considered I'or design. Receipt of payment for the plan and installation based on the plan shall be deemed / �� ✓ ✓ _ G� ► approval of the design flow by the owner. 9) The existing leaching or cesspools shall be pumped and filled with material per Title V abandonment procedures. Those within the proposed SAS shall � L be removed along with contaminated soil and replaced with clean sand per b Title V specs. ` 10)System components to be 10 fleet lion: water lime. Sewer lines crossing the water line shall be sleeved with 4 inch SCI 140 PVC with ends grouted if applicable. The proposed SAS is being installed below the water service line. The line is to be sleeved as of oremendoned and maintained in dace. C� SEPTIC SYSTEM DESIGN l I 11) If a garbage grinder exists it is to be removed and is the responsibility of the �� I owner to ensure such. ' !�LOW ESTIMATE MATE I 12 The installer is to take caution ill excavation around the gas line i i-� _ ) gas �e if � exists. BEDROOMS AT GAL/DAY/BEDROO.I-d t� GAL/UAY -� ) y , quantity and elevation of the sewer ' 13 Tile instiller shall verif the location c uaulit I lines exiting the dwelling E�rior to ll:e ins(allation. KEPT I C TANK 14)This plan is representative only that a system can fit oil a properly mecting ` ! ` Title V requirements. I l '?;�-Q GAL/DAY x 2 DAYS - 66�) GAL USE1C60 GALLON SEPTIC TANK cOIL ABSORPTION SYSTEM~ _ U V4TT ► 1, Iry I� l9►I rT'`? x �J � X �,� �� I e,�� �"� c�PL�N OF s9 �RQ_05 X 1,16n LF X Zq 0 �-- �'� CD DAVID �yG ,LI No.1066 _ s S MAON _- qF -_ 'TIC SYSTEM " SECT ION s ` LA N_ ;t2 ------------ L9PnUM A4,e- 14A1U7 I LjI r I t1 1 v � n ,,,,stomr, oR c�o>�v / —v=bvx �3,2 N �v� k��1 111 / �li (L\1 ��/ - �� ,. SEPTIC TAIJK \ z, • ` t:>T'- _ ---1 � 1 i TO S I TE AND SEWAGE PLAN /�LOCA�I' 10 14 : � 3elD .,q77� a PREPARE FOR : SCALE : t DAY I D B . MA3011A.5 DAJE : �v DaC ENVIRONMENTAL DLS I GHS SANDWICH . 1AA DATE , I IEALl 11 AGclJ r t 5 0 a 1 6 3 3- 2 17 7 U Z u