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HomeMy WebLinkAbout0073 BARBERRY LANE - Health 73;BARBERRY.LANE, MARSTON MILLS A = 102 156".1 - t -- - � No. &Lo Fee kv THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS . 1 ftPhratiou for Misposal *pstem Construction Vermit Application for a Permit to Construct( ) Repair(J() Upgrade( ) Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. 73 $zv 6e-rr 1 I�/// Owner's Name,Address,and Tel.No. iM,6�-4LAevir_ ht A 1s;kM.s VktLts 73 B�Ybtanr 1A,- W0%-Y-Ac­, Sce-420-7-2-7 Assessor's Map/Parcel 1O2 /M y Installer's Name,Address,and Tel.No. FRu. S v2,�S Designer's Name,Address,and Tel.No. rrw Mac►1�Y• 1'.b 3or`1[ N►axs\ons w�i1\� o2t�4Q� 40 box IAI F-ask s---4-j eA, woa. oZS3 a Type of Building: cy Dwelling No.of Bedrooms v� Lot Size f$QO sq.ft. Garbage Grinder( ) Other Type of Building QpI"\ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) %3b gpd Design flow provided 347. Z0 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank y�os�;y low 1ga I_ Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued b .�M y t ' Board 4 Date ^i �6 l. Application Approved by l! Date Application Disapproved by Date for the following reasons Permit No. Date Issued A No. Fee _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS- 2pplication for Disposal 6pstem Construction 3permit Iq Application for a Permit to Construct( ) Repair(JO Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 73 �c*r�oerry 1 u- Owner's Name,Address,and Tel.No. I'M;6 4-4t-A� k,c M Aq-54ons &Ox.rr W, ►�Zvstcm, w�,US 5Cfd-c(ZU-ZZ7 Assessor's Map/Parcel 102 /SO 'AN y Installer's Name,Address,and Tel.No. 1;Ric. ST£vf,,v g Designer's Name,Address,and Tel.No. ?_6 ?oy-1I ka"Nons VAA\�b OZ4e4b f-01boX `?At Xa4 rha. 0753' 1. Sa Type of Building: Dwelling No.of Bedrooms Ia Lot Size 78GO sq.ft. Garbage Grinder( ) Other Type of Building Oe-laIIltwyA\ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33U gpd Design flow provided 3477, 2-0 gpd Plan Date V Number of sheets Revision Date Title / Size of Septic Tank L k 5 „1&,nn TYpe of S.A.S. Description of Soil Se,_ ►�t\a.�� 16a ~;•: �� . Nature f Repairs or Alterations(Answer when•applicable) ( �\ ��zc\x, 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 r� Compliance has been issued by t ' Board ! 'gne 4 - c Date Application Approved by Z Date 3 Application Disapproved by Date for the following reasons r` Permit No. Date Issued ------------------------------------------------------------------------ ---=-----r ------------------------------------------------= THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandonedw,( )by G RiL STt<%JP NS 1 at "7 3 ` r)z xy u A�_ Marg�a..ea Wl���S has been con"ince with the provisions of Title 5 and the for Disposal System Construction Permit Noed Installer�\C_ SSEve.0 S Designer #bedrooms :1 Approved de ' n flo 3 4 gpd The issuance of this e it shall not be construed as a guarantee that the system w 1 fia a i n as desi e . Date � � Inspector �- i No. Fee---�/----- ��--'— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS BisposaY *pstem Construction Permit Permission is hereby granted to Construct( ) Repair>�') Upgrade( ) Abandon( ) System located at 73 li�A-r�Vcrr,. �A) triP h4 IMA1y V* 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:Constr}}'1 7stte co leted within three years of the date of this permit. Date Approved by j 3 APPLICANT: _D 1u✓✓tkA ADDRESS: 13 DESIGN FLOW: gpd REVIEWED BY: DATE: N/A OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] Street,Lot, tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u ) L� Locus Provided 310 CMR 15.2204 t Plan proper scale? (1"=40' for plot plans, 1"=20'or fewer for components) [310 CMR 15.220(4)] k Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a)for upgrades]- i not, a variance is required [310 CMR 15.412(4)] X Location of impervious surfaces drivewa s parking P (driveways-,,p g areas etc. [310 CMR 15.220(4)(d)] ) Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas [310 CMR 15.220(4)(e)) System Calculations [310 CMR 15.220(4)(f)] daily flow septic tank ca aci (required andprovided) soil absorption system (required andprovided) k whether system designed for garbage grinder [North arrow [310 CMR 15.220(4)( )] Existing and proposed contours [310 CMR 15.220(4)( )] Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)) ✓X Names of soil evaluator and BOH representative [310 CMR / 15.220(4)(h) and (i)) t/ X Location and date of percolation tests (performed at proper / elevation?) [310 CMR 15.220(4)(i)] l/ Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator 310 CMR 15.220(4)0)] x Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] x Location of every water supply,public and private, [310 CMR 15.220(4)(k)] >C Address 'T3 L�l. X m1uh Sheet l of 7 1 ' r within 400 feet of the proposed system location in the case of surface water supplies and ravel packed public water supply X within 250 feet of the proposed system location in the case - X within 150 feet of the proposed system location in the case n of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins ✓x located within 50 ft. [310 CMR 15.220(4)(1)] Water lines-and dtheF.-subsurface ufilities located [310 CMR /x 15.220(4)(m) (if water line cross see 310 CMR 15.211(1)[1 ) V Profile of system showing invert elevations of all system v X components and the bottom of the SAS 310 CMR15.220(4)(o)]. Stamp of designer 310 CMR 15.220 1 and 310 CMR 15.220(2)1 Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] f/�( Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2)or as approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] x Test hole adequate to demonstrate four feet of suitable material? 310 CMR 15.103 4)] Test Holes adequate to confirm adequate groundwater separation? t/ [310 CMR 1.5.103(3)] X Benchmark within 50-75'of system [310 CMR 15.220(4)( )] Materials specifications noted? [various.sections of 310 CMR 15.000] X System components not>36" deep(unless Local Upgrade Approval or LUA.requested){310 CMR 15.405(1(b) 1 x Address �73 BhMEr q L�I M ' MtU S-j MA Sheet 2 of 7 Size OK? '[310 CMR 15.223(1)] Inlet tee located ten inches below flow line 310 CMR 15.227(6)] Outlet tee 14" or 14" +5"per foot for increase ft depth [310 CMR 15.227(6)] ✓ X Outlet tee with gas baffle or approved filter[310 CMR 15.227(4)] V x Note regarding installation on stable compacted base [310 CMR 15.228(1)] `/ X Separation between inlet and Outlet tees (no less than liquid depth) r310 CMR 15.227(2)] �( Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for V< upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(0] /C Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (b 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade - one port for systems<l 000gpd, two fors stems>1000 gpd 310 CMR 15.228(2) k All at-grade covers secured to unauthorized access? [310 CMR / 15.228(2)] ✓ �C > 10 ft from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done 310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] L Setbacks from resources [310 CMR 15.211 x Required when other than single-family dwelling or flow>1000 d [310 CMR 15.223(l)(b)] First compartment 200%daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and 3)] "U"pipe through or over baffle, outlet of each compartment with as baffle or approved filter[310 CMR 15.224(4)] Address 73 a34"Cmy LN, M. A4 Ilk)N Sheet 3 of 7 f Located at least ten feet from any water line? [310 CMR 15.222(2)] �( . Disposal piping at least W'below water line (when water and sewer cross, see 310 CMR 15.211(1)[1)j X 1 Cleanouts required/provided ? [310 CMR 15.222(8)] k Thrust blocks specified in force mains?310 CMR 15.221(6)(c)] k Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] X Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) r310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] k Siphonproblem/ leachfield below pump chamber) k Endca s or vent manifoldspecified? Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) k (M Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)) Splash.plate or baffle tee required on inlet/provided?(when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(0] Inside minimum dimension 12" [310 CMR 15.232(2)(b)) >c Minimum.sum 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] X Capacity(emergency.storage above working=design flow)? [310 CMR 231(2)] x Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep,with piping, disconnects accessible) Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and (8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ?Provided? [310 CMR 15.221(8)] Address 73 Sheet 4 of 7 1 T ' Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(l)] X _ Required separation togroundwater? 310 CMR 15.212).] X Aggregate specified as double washed [310 CMR 15.247(2)] X System Venting required/provided? (system under driveway or >36"deep) [310 CMR 15.241] Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] X Breakout requirements met?(No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and X Guidance Document] Chambers and Gal. in trench configuration supplied with inlet .every 20 ft. [310 CMR 15.253(6)] x Each structure with one inspection manhole (if>2000 gpd must be tograde) 310 CMR 15.253(2)] X Aggregate I'minimum-4'maximum. 310 CMR 15.253(1)(b)] 2' sidewall credit maximum [310 CMR 15.253(1)(a)] jC In bed configuration, inlet every 40 s .ft. [310 CMR 15.253(6)] X Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)] 100 feet-maximum length [310 CMR 15.251 1) a Minimum separation 2x effective depth or width whichever eater(3x if reserve between trenches) [310 CMR 251 1)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] minimum 2 distribution lines [310 CMR 15.252(2)(a)] X Maximum separation between lines 6' 310 CM R15.252(2)(d Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 10' minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only 310 CMR 15.252(2)(i)] Address 7?j �ff � f G� , m l k , Sheet 5 of 7 i Pressure Dosed System ? Provided pump and piping calculations as re uired, 310 CMR 15:220 4 r)] �( Pressure dosing required on all systems>2000gpd or alternative systems undonedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] X If used in gravelless system -make sure jet is directed as not to scour soil interface [Guidance Document] X Inspections once per year(systems<2000 gpd) or quarterly (>2000 dgood to note on plan [310 CMR 15.254(2)(d)] �( Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? �( Im ervious barrier and/or retaining wall ? [Guidance Document] X Impervious barrier installation must be supervised by designer [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? 310 CMR 15.255(2)] 'X Breakout requirements met? [310 CMR 15.252(2) and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. k recommended) [310 CMR 15.255 (2)(e)] Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge x to scour soil interface [ Was DEP.Approval Letter provided and/or have you reviewed the letter for conditions?_ �( Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for Lp.e etual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance Are the variances listed on the plan ? [310 CMR 15.220 (4)( )] k RLS Stamp necessary on plan if a component is within five feet of ro erty line [310 CMR 15.412(4)] - X New construction or increased flow proposed- [Refer to 310 CMR 15.414] �( .Address 73 b1qVb6*1,y LN' M.*!ls) K-A Sheet 6 of 7 I Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] X Are the nitrogen loads proposed in compliance? [310 CMR 15.216(12] Pumping to septic tank? [310 CMR 15.229 Shared System [310 CMR 15.290 Address 73 M '"1 V!S 1" Sheet 7 of 7 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 s DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner MODIFIED APPROVAL FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Advanced Drainage Systems, Inc, 4640 Trueman Boulevard Hilliard, OH 43026 Trade name of technology and model: BioDiffuser; 14 inch and 16 inch High Capacity, 11 inch Standard and Bio 2 and Bio 3 BioDiffusers, ARC 36, ARC 36HC, and ARC 50 (hereinafter the "System"). Schematic drawings of each model are attached. Transmittal Number: W000052 Date of Issuance: October 3, 2003, Revised December 17, 2003, Revised June 14, 2006 Revised July 19, 2007, Modified February 14, 2008, Modified July 23, 2008, Modified June 30, 2009, Modified February 18, 2010 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: Advanced Drainage Systems, Inc., 4640 Trueman Boulevard, Hilliard, OH 43026 (hereinafter "the Company"), for General Use of the System described herein. Sale and use of the System are conditioned on and subject to compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. February 18, 2010 Glenn Haas, Acting Assistant Commissioner Date Department of Environmental Protection This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD#1-866-539-7622 or 1-617-574-6868. MassDEP on the World Wide Web: http://www.mass.gov/dep i�a Printed on Recycled Paper fII BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 2 of 7 I. Purpose 1. The purpose of this Certification is to allow use of the System in Massachusetts, on a General Use basis. 2. With the necessary permits and approvals required by 310 CMR 15.000, this Certification authorizes the use of the System in Massachusetts. 3. The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority, or by DEP if DEP approval is required by 310 CMR 15.000. II. 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 11" Standard BioDiffuser 34 x 76 x 11 6.5 ARC 36 34.5 x 60 x 13 7.13 14"High Capacity BioDiffuser 34 x 76 x 14 9 16"High Capacity BioDiffuser 34 x 75 x 16 11.3 ARC 36HC 34.5 x 60 x 16 10.75 ARC 50 51.5 x 42.75 x 30 22.25 Bio 2 BioDiffuser 15 x 87 x 12 6.87 Bio 3 BioDiffuser 22 x 87 x 12 6.87 1. Only Systems installed with this invert height shall be allowed to use the effective Leaching area associated with this model Table 2 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 use of aggregate as specified in 310 CMR 15.247 is not necessary with the System when installed as a trench, bed or field. When designed with aggregate in accordance with 310 CMR 15.253, the System shall be designed in accordance with Section II item 10. BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 3 of 7 4. The minimum separation between any two trenches shall be as specified in 310 CMR 15.251. 5. The requirement that the Chamber installed in trench configuration as specified in 310 CMR 15.253(6) be provided with inlets at intervals not to exceed 20 feet is not applicable to the System. In accordance with 310 CMR 15.240 (13) a minimum of one inspection inlet shall be installed per system. The inlet shall be capped with a screw type cap and accessible to within three inches of finish grade. 6. 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. 7. For new construction, the applicant can size the System in a trench configuration without aggregate, using the effective leaching areas presented in Table 2. No System shall be designed and constructed with'a soil absorption system area of less than 400 square feet of effective area. Table 2. Effective Leaching Area for New Construction And Remedial Sites Effective Effective Model Leaching2 Leaching Area Area SF/LF SF/LF 11" Standard BioDiffuser 6.5 NA ARC 36 6.8 NA 14"High Capacity BioDiffuser 7.2 NA 16"High Capacity BioDiffuser 7.9 NA ARC 36HC 7.8 NA ARC 50 NA 6.71 Bio 2 BioDiffuser 4.0 NA Bio 3 BioDiffuser 5.0 NA 2. Effective leaching area is equal to 1.67 (bottom width+(2x invert height)) 3. Effective leaching area is equal to 1.0 (bottom width+(2x invert height)) 4. The maximum trench width allowed for calculation of effective leaching area is 3 feet. 8. 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 BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 4 of 7 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. 9. In accordance with 310 CMR 15.240 (6) absorption trenches should be used whenever possible. When the System is installed for new construction without aggregate in a bed or field configuration, as defined in 310 CMR 15.252, the System shall be designed using the effective leaching area for the bottom width presented in Table 3. No system shall be designed and constructed with a leaching area of less than 400 square feet of effective area. Table 3 Effective Leaching Area for Bed or Field Configuration Effective Model Leach ing5 Area SF/LF 11" Standard Biodiffuser 4.7 ARC 36 4.8 14"High_ Capacity_BioDiffuser 4.7 , 16"High Capacity BioDiffus-er'—4.7 ARC 36HC —4:8-- ARC 50 7.2 Bio 2 BioDiffuser 2.1 Bio 3 BioDiffuser 3.1 JjI 5. Effective Leaching area is equal to 1.67 times bottom width only. 10. 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 above 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. 11. The System, when installed as specified in 310 CMR 15.253: Pits, Galleries, or Chambers, shall have an aggregate base and/or be surrounded by aggregate and shall be sized as specified in 310 CMR 15.253 (1) (a) and (b), effective leaching area is equal to 1.0 times a conventional aggregate system. Effective depth can be increased to two feet with the corresponding addition of up to 17.5 inches of base aggregate for the 11 inch Standard BioDiffuser to up to 12.7 inches for the 16 inch High Capacity BioDiffuser. Bottom width can be increased by two to eight SF/LF with the corresponding addition of one to four feet of aggregate er side. p gP BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 5 of 7 12. When the System is installed as specified in 310 CMR 15.255: Construction in Fill, the finished 15 foot horizontal separation distance, item (2), shall be measured from the from the top of the chamber. III. General Conditions 1. The provisions of 310 CMR 15.000 are applicable to the use of the System, except those that specifically have been varied by the terms of this Certification. 2. The facility served by the System, and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 3. In accordance with applicable law, the Department and the local approving authority may require the System owner to cease use of the System and/or to take any other action as it deems necessary to protect public health, safety, welfare or the environment. 4. The Department has not determined that the performance of the System will provide a level of protection to the environment that is at least equivalent to that of a sewer. Accordingly, no new System shall be constructed, and no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless allowed pursuant to 310 CMR 15.004. 5. Design, installation and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are non-sanitary sewage generated or used at the facility served by the System shall not be introduced into the on-site sewage disposal system and shall be lawfully disposed of 2. For new construction, the owner initially shall size a soil absorption system in accordance with 310 CMR 15.242 to demonstrate that a conventional Title 5 soil adsorption system using aggregate, including a reserve area, can be installed on the site. The owner may than size the soil absorption system for the System. The total area required for the aggregate system, which may include the area designated for the System, and a reserve area shall be preserved and the owner shall ensure that no permanent structures or other structures are constructed on that area and that the area is not disturbed in any manner that will render it unusable for future installation of a conventional Title 5 soil absorption system. 3. The System owner shall at all times properly operate and maintain the on-site sewage disposal system. BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 6 of 7 4. The System owner shall furnish the Department any information that the Department requests regarding the operation and performance of the System, within 21 days of the date of receipt of that request. 5. No System owner shall authorize or allow the installation of the System other than by a person trained by the Company to install the System. V. Conditions Applicable to the Company 1. By January 31 st of each year, the Company shall submit to the Department a report, signed by a corporate officer, general partner, or Company owner that contains information on the System for the previous calendar year. The report shall state known failures, malfunctions, and corrective actions taken for the System as well as the date and address of each event. 2. The Company shall notify the Department's Director of Watershed Permitting at least 30 days in advance of any proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 3. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 4. Prior to any sale of the System, the Company shall provide the purchaser with a copy of this Certification. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of the System, prior to any sale of the System,with a copy of this Certification. 5. The Company shall prepare and provide the Department an installation manual specifically detailing procedures for installation of its System. The Company shall institute and maintain a training program in the proper installation of its System in accordance with the manual and provide a training course at least annually for prospective installers. The Company shall certify that installers have passed the Company's training qualifications, maintain a list of certified installers, submit a copy to the Department, and update the list annually. Updated lists shall be forwarded to the Department. 6. The Company shall not sell the System to installers unless they are trained to install these Systems by the Company. VI. Conditions Applicable to Installers of the System BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 7 of 7 1. Each Installer shall install the System in accordance with Company training on the installation of the System and the conditions of this Certification. 2. No Installer shall install the System unless the Installer has been trained by the Company on installation of the System. VII. Reporting P g 1. All submittals of notices and documents to the Department required by this Certification shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street - 5th floor Boston, Massachusetts 02108 VIII. Rights of the Department 1. The Department may suspend, modify or revoke this Certification for cause, including, but not limited to, non-compliance with the terms of this Certification, non-payment of an annual compliance assurance fee, for obtaining the Certification 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 Certification, 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 this Certification, the System, the owner, or operator of the System and the Company. R, I Town of Barnstalble '"E' i.� Regulatory Services Thomas F. Geiler,Director saaxsrnBL& Public Health Division .39. T6 Thomas McKean, Director 200 Main Street,Hyannis,INLk 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 5 -7 1 ° :Sewage Permit# 201b-yZ t Assessor's Map\Parcel OZ Designer: ( Yrr�� K ��C� Installer: LE21e S !S Address: PO BOX lg 1 Address: PQ &x 7 t P67 SA-tJ Y-2 W IGq YI.r���,�„�� o2S 4 On e%c SI:E e,Aus was issued a permit to install a (date) -7 (installer) / , , septic system at c ZJ fiJA��� �^'� based on a design drawn by (address) ✓2 M yee- R S dated - /-- 1 p (designer) >C 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. r I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. OF, MAss9cy DA R N��M. nstaller-s Signature —No' 40- SgNITW '7 10 (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FOFIVI AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form 3-26-04^.'doc Town of 1BAlMstable. P# 2 of� Department of Regulatory Services • Public wealth Division Bate S '' �►twarAHLe, pstge. 019. tee$ 200 Main Street,Hyannis MA 02601 Date Scheduled 5 ° Tirlle. �_�__—_ Fee Pd. i Soil Suitability Assessment fog- Sewage Pisposal ec Performed By: Witnessed By: i LOCATION & GENERAL INFORMATION Location Address I Owner's Name �•f'l,A/C4L� 72j 73 Pv*7�-6(Fe- f ' L 1 A L L S j '" A Address A ' /V I n Engineer'su- Assessor's Map/P4rcel: �( NEW CONS1RUt'�'1;ION REPAIR Telephone#. -68 3C�2 Z Z�Z = Land Use 5`� �r% �. Slopes('Yo) .I •" S'( Surface Stones 0� Distances from: Open Water Body �"" ft ' Possible WecArea 7 ( ft Drinking Water Well 7LtJV ft i L)o }�� ft drainage Way 7 f ft. Property Line ft Other SKETCH:(Street name,dimensions'of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 14 100.00 Ft_ L-OT9,300 STONE DRIVEWAY !�� l �Q ` im W LLJ CL W O OW --- (, ILL --- - Ld 74 JUJ CID . 641 , 1 0 I co 64 100.00 Fe 66 60 p0 .2 I 11 0> >^las�► N' Parent material(geologic) �/l i Depth to Bedrock --•--------r---- Depth to Groundwater. Standing Water in Hole:' i Weeping from Plt Face Estimated Seasonal i igh Groundwater Dt7m!�, TION FOR SEASONAL HIGH WATER TOLE Method Used: In. Depth observed standing in obs.hole: in. Depth to Sall mottles: Depth towee ing from side of obs.hole: in. Oroundwnter AdjustmentDe p P , I Adj.drrvundwater Level ,,,,e Index Well# Reading Date Index Well I-Vd1._;�...�. A�•fa@toC,�, _r� PERCOLATION TEST Date Time- Observation I I Time at 9" -.. Hole# Time at 6" -- Depth of Perc Time(911-611) Start Pre-soak Time-0 End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original:.Public-alth Division Observation Hole Data To Be Completed on Back— ***If percola#6n test is to be conducted within 100' of wetland,you must first notify the Barnstable C4> servation Division at least one(1) wedk prior to beginning. 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 otl-I q A, to km NIA lqjv- 42''- 6611 C Sa A L04+1 (o R_(0l ' mo DEEP OBSERVATION HOLE LOG Hole# 7� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc °%Gravel) D - 124` A : Sodf �AM I� 3l L A C San (P l 6(b `'_ " maSated .S 6 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture, Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Sak,1Jorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, ra I ti Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No `r Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification 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 require `rat ' expertise end experience described in 3:10 CMR 15.01 . Signature 4 Date D Q:\SEPTICVERCFORM.DOC t Town of Barnstable *Permit# 9,sug 1 Expires 6 months from issue date Regulatory Services Fee "• _ Thomas F.Geiler,Director . 1� C���XP1I��® PERMIT Division A GG r" Tom Perry,CBO, Building Commissioner OCT 2 8 2005 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us TOWN OF BARNS Office: 508 862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address 2- esidential Value of Work /U, Q D Q Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address ho-i-1 n e- 141 17 c te— c1 2 3 5 ow 1-.,e n e_ Contractor's Name 4 o m f irzt fTU1 t r el 1/1�L S Telephone Number �S^C V) & 7— Home Improvement Contractor License#(if applicable) /�(a 3 Construction Supervisor's License#(if applicable) RCrkman's Compensation Insurance f-_ Check one: p- ❑ I am a sole proprietor ❑ I am the Homeowner 3 reJ [have Worker's Compensation Insurance c€_ Insurance Company Name �nS . O'F 1"1'YI Y► Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. t Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Pr6perty Owner Letter of Permission. Home Improvement Contractors License is required. SIGNATURE: Q:Forms:expmtrg Revise071405 r pFIME TOy,. Town of Barnstable Regulatory Services BAMy MASS.M� Thomas F. Geiler,Director tEpMplA Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, C[/tgr l�,he- 1�( 1/IG lam, as Owner of the subject property hereby authorize 1 6'11'tL to act on my behalf, in all matters relative to work authorized by this building permit application for: '/3 4&vhe Lzid (Address of Job) Signature of Owner Date Print Name Q:FORMS:OWNERPERMISSION L �a�rtesraa� . COUTDAMM Tte. avpkmcm cmd THE Home Depot A"bm QntC SM AUDEM MD C M CaALLEJA PKWT MD � RLTAWA.GA MM • a � • uvmW9 mes e a = ti f !. TOWN OF BARN TABLE (l.� LOCATION 26AR�rflY 1I SEWAGE # VILLAGE )V I4 43 l S )L ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. a SEPTIC TANK CAPACITY LEACHING FACMITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by a �i .. �. � .� ... t 9., ,. � . , A . . � , v p . X i � a H No. Fee J THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ---/-- Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Oizpoof *pztem Corr.5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Lo„ca ion Address or of No. �'� _1344 e—,r Owner's Name,Address and Tel.No. Assessor's Map/Parcel /©A fro T)ONti4 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �[ r 610 ,f 0 C_ Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( /J)O Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 0 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) r 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 provisio t c th Environmental Code and not to place the system in operation until Certifi- cate of Compliance has bee sued b s 1 Signed Date 9 -� Application Approved by & Date Z Z Application Disapproved for the following reasons Permit No. '' Date Issued p -fig N.. P(F J Fee THE COMMONWEALTH OF MASSACHUSETTS �Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS Rppfication for jDi!5po!6al bpotem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) El Complete System 0 Individual Components f� Locagon Address or_Lot(o. � �J�tJZ� P �t! Owner's Name,Address and Tel.No. (/ f� I Assessor's Map/Parcel Installer's Name,Address,and jTel.No. � Designer's Name,Address and Tel.No. 50 - a�- 0- Type of Building: f Dwelling No.of Bedrooms J Lot Size sq.ft. Garbage Grinder( 0 Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures y Design Flow�5, 0 gallons per day. Calculated daily flow 1�d gallons. Plan Date Number of sheets Revision Date ' Title It Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Il —�9 h 2 P PP 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 provisio "flit of th nvirontu ntal Code and not to place the system in operation' until Certifi- Signed Date � cate of Compliance has been ssued b s It . � Application Approved by Date ?Ztp Application Disapproved for the following reasons 0.01 Permit No. Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CER Y1 t t On-s' a Sew a Disposal System Constructed( )Repaired( x)Upgraded( ) Abandoned( )by f1 � r u C i a a. AJ C at ,4 r r/ t ). / s�be constructed i ac rdance with the provisions of Title 5 and the for Disposal System Construction Permit No. 10 dated Installer I Designer 0 The issuance of this t shallot a construed as a guarantee that the ill function as do ' ned. Date Inspector --- ---------------------------------- / ./— No. ,_4�31 Fee _5-a, -5yr THE COMMONWEALTH OF MASSACHUSETTS /a Z-/J_0 PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migool *pgtem Construction Permit Permission is hereby granted to Construct( )Repair(X)Upgrade( )Abandon System located at 79 ag c_�� `y i.lV n?Af StQAJc N, and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this p it. Date: / ` 2 3 " / Approved by l 1/6/99 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERINUT (WITHOUT DESIGNED PLANS) I, s'Nd L_57 , hereby certify that the application for disposal works construction permit signed by me dated /'01 119 concerning the property located at meets all of the following criteria: • The failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. k • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. k • There are no wetlands within 100 feet of the proposed septic system • There are no private wells within 150 feet of the proposed septic system �L . There is no increase in flow and/or change in use proposed �C• There are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] k• - If the S.A.S. will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation, Please complete the following: A) Top of Ground Surface Elevation(using GIS information) B) G.W. Elevation +the MAX. High G.W. Adjustment Dff ERE EN A andWtoo-IL-2 'SIGNSDATE: [Sketch proposed plan of system on back]. q:health folder:cert �4A L ef TOWN OF BARN TABLE LOCATION SEWAGE # VILLAGE ASSESSOR'S SSOR S MAP r & LOT �J D INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY -,X/ /f/'✓� LEACHING FACILITY: (type) (size) NO.OF BEDROOMS r BUILDER OR OWNER PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by G 4 I � �� C TOWN OF BARNSTABLE LOCATION 73 Ur6err,4 Llu. SEWAGE# Zo l0 12 1 VIL%AGE #► y-o,u I►�o�� , ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. C0tc- S9Tf.yrn1S �bQj-77(0-�pS SEPTIC TANK CAPACITY 1066 gA f LEACHING FACILITY:(type) b;oc1; (►o (size) I1,3Z)C ZS•00 NO.OF BEDROOMS OWNER t'U one kk#u PERMIT DATE: S'3. 1 b COMPLIANCE DATE: S Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 1 s� i 19, '� S ; � fit. �S► 35 Ito Qo �t- fi f ` LEGEND . 13 E N CH la M A R K LAKESIDE DRIVE. SITE I PROPOSED CONTOUR 72- PAINT SPOT ON ® PROPOSED SPOT GRADE- CONC STEP CORNER * EXISTING CONTOUR m G SHUBAEL 70 ELEVATION _ 73. 38 — 98 -- c) rG 0 POND �0 `' '4 BARNSTABLE GIS DATUM + 96.52 EXISTING SPOT GRADE $ `� LOT 143 ► AREA = 9800 sf +— �N W— EXISTING WATER SERVICE 70— Exists*ng 1,000g TEST PIT ------ Sep tiq Tank / ! 1# 68� LAKESIDE DRIVE. /r � `�Rij� q r LOCUS MAP N.T.S. _ \ L i� /C`� / ry j GENERAL NOTES: ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL (p / BOARD OF HEALTH AND THE DESIGN ENGINEER. '( lI / I 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 7 OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE Q;� / LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: Wq T l I l - 310 CMR 15.405 (1) (B): 1) A 2.31 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING TO BE j rn 7 i / 5.31 FT BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED) 64 (/J / <' . O 4- 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR I. O /Z TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE \ m p DESIGN ENGINEER. \\ / 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 7� ;W �� FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN \\ I ! ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 74 /C HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. \ I I 7 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 64 A4 / THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 00.0 vmt a7 CONSTRUCTION. O ff 66 imp. ports � I 10. EXISTING LEACH PITS TO BE PUMPED, CRUSHED AND REMOVED PER TITLE V. 68 —2 / FILL WITH CLEAN MEDIUM SAND. 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 70 THL 1 % 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY ! �^ AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 5 ft. s o Y removal. 72 � ! 1 13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING 14. ALL PIPING TO BE 4" SCH 40 ® 1/8-/FT (UNLESS SPEC. OTHERWISE) (see note 19) 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW d FOR THE USE OF A GARBAGE GRINDER 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 17. PROPERTY IS IN ZONE II OR NITROGEN SENSITIVE AREA. OFsf9 i 18. INSTALLER TO FIELD VERIFY H2O CERTIFICATION PRIOR TO INSTALLATION. 19. REMOVAL OFF UNSUITABLE SOILS 5 FEET AROUND LEACHING TO ol` D,� J+ EL. 65.0 OR TOP OF C2 LAYER "MED SAND" MAY BE NECESSARY DUE 'JY3`�� TO CHANGE IN GRADE. REPLACE WITH CLEAN MED. SAND. c No. 1140 " 1115,20. PLACE 6" PVC SLEEVE 10 FT. ON EITHER SIDE OF SOLIDS LINE AS SHOWN. c� Eta - PROPOSED SEPTIC SYSTEM UPGRADE PLAN MAP.NITAR�a MARSTONS MILLS, MA LOT. 1 Prepared for: Eric Stevens SURVEY REFERENCE: LOT. f50 73 BARBERRY LANE,Engineering by: Surveying by: SCALE DRAWN DEED BK. 12653 DARREN M.MEYER,R.S. Zoo-Tech Environmental 1"=20' D M M PLAN OF LAND BY GERALD A. MERCER & CO. DEED PG.•041 POBox981 (508) 364-0894 EAST SANDWICH,MA 02537 DATE: CHECKED SHEET NO. DATED: OCTOBER 1957 508-362-2922 04/28/10 DMM 1 of 2 • NOTE: ,TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:66.69 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. T.O.F. EL.=74.46 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER OF �4sf OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. F.G. EL.=73.5t F.G. EL.=73.0t F.G. EL: 72.0t F.G. EL: 72.0-68.0(MAX.) VENT I o DA�2RE r„ r N1��1'' KIMN o. 1140 L = 10'"t 9" MIN COVER/ - L = 55' L = 10'(MAX INSTALL.TWO INSPECTION PORTS (MIN.) 0 0 S-I x (MIN.) 36" MAX COVER ® S=1 x (MIN.) 0 Sa l x (MIN.) GI 4"SCl` PVC 4"SCH40 PVC 4"SCH40 PVC �NI TAR�a� to' 14, e 11.3" TO I I L6 INV.=70.66 48"LloulO INVERT 1t (1 LEVEL INV.=70.41 GAS BAFFLE PROPOSED INV.=67.21 4 ROWS OF 4 UNITS AT 6.25'/UNIT D-BO� SOIL ABSORPTION SYSTEM (PROFILE INV.=67.41 �- INV.=66.30 EXISTING 1.000 GALLON SEPTIC TANK (H20 LOADING) EXISTING SEW / -RESTORE VEGETATIVE COVER ER OUTLET BACKFILL WITH CLEAN PERC SAND 75" TO TOP OF CHAMBERS NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING 4';' ': `; :.::•,• PLACE FILTER FABRIC PIPE INVERTS PRIOR TO CONSTRUCTION ':' ''. OVER ALL UNITS 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BREAKOUT=TOP ELEV.=66.69 INV. ELEV.= 66.30 (RECOMMENDED) GRADE ON A MECHANICALL COMPACTED SIX BOTTOM ELEV.= 65.36 • INCH CRUSHED STONE BASE, AS SPECIFIED IN EXISTING SUITABLE 310 CMR 15.221(2) 2.83' MATERIAL 3) REPLACE EXISTING 1,000 GALLON SEPTIC 5' MIN. ABOVE BOTTOM OF T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH 4 x 2.83' = 11.32 1 76 TANK WITH 1500 GALLON SEPTIC TANK (7.36' PROVIDED) USE 4 ROWS OF 4-HIGH CAPACITY IF FAILED, DAMAGED, OR UNDERSIZED. ADJ. GROUNDWATER EL.=58.0 _ ADS BIODIFFUSER UNITS-NO STONE PROFILE 4) INSTALL INLET & OUTLET TEES AS REQUIRED - SEPTIC SYSTEM PROFILE TYPICAL SECTION �- -� N.T.S. n.T.a. 1 1.2" 16" DESIGN CRITERIA SOIL LOG P#: 12896 NUMBER OF BEDROOMS: EXISTING 3 BEDROOM DWELLING DATE: APRIL 15, 2010 I-+--34" �1 SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE. SECTION END CAP DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DAVE STANTON, BARNS. BOH Depth DAILY FLOW: 330 G.P.D. ,,,, Elev. TP-1 Depth Elegy. TP-2 De 16 HIGH CAPACITY (H-20) BIODIFFUSER UNIT _�. DESIGN FLOW: 330 G.P.D. 71.30 A SANDY LOAM 0" 69.50 A SANDY LOAM 0" GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) 70.14 10YR 3/2 10YR 3 2 14 68.50 12 MODEL 16' HICAP B B LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT PROPOSED SEPTIC TANK: USE EXISTING 1,000 GALLON CAPACITY SANDY LOAM SANDY LOAM EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY 10YR 5/1 10YR 5/1 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. LEACHING AREA REQUIRED: (330) = 445.94 S.F. 67.80 42" 66.34 38" SIDE WALL HEIGHT 11.2" 74 CiIN SANDY LOAM CI SANDY LOAM OVERALL HEIGHT 16" DISTRIBUTION BOX: 6 OUTLETS (MINIMUM) 10YR 6/6 10YR 6/6 OVERALL WIDTH 34" 4640 TRUEMAN BLVD PRIMARY S.A.S. 66.30 60" 65.0 54" 13.6 CF HILLIARD, OHIO 4JO26 USE 4 ROWS OF 4 - 16" ADS BIODIFFUSER H-20 UNITS-NO STONE PERC 0 65k i .25 CAPACITY (101.7 GAL) ADVANCED DRAINAGE SrsTEMS, INC. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODIFFUSER) MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM SITE PLAN (BIODIFFUSERS) 16 UNITS x 6.25 LF x 4.70 SF/LF = 470 SF 2.5Y 6/8 I ED. 6/6 DESIGN FLOW PROVIDED: 0.74(470 GPD/SF) = 347.80 GPD > 330 GPD req'd 59.55 141" 58.0 138" 73 BARBERRY LANE, MARSTONS MILLS, MA PERC RATE <2: MIN/IN. ("C" HORIZON) Prepared for: Eric Stevens NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN JOB. NO. DARRENM.MEYER,R.S. Boo-Tech Ahviroamej2W NTS D.M.M. • I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 pO BOX 981 (508) 364-0894 to conduct soil evaluations and that the above analysis has been performed by me consistent with the EAST SANDWICH,MA 02537 DATE CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that I'have passed the Soil Eval. Exam in October, 1999. 1 2 01 09 508.3821922 / / D.M.M. 2 o f 2