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HomeMy WebLinkAbout0104 J.B. DRIVE - Health 104 J A Drive Marstons Mills - ---- — - — ----- A— 101 - 037 1 TOWN OF BARNSTABLE LOCATION /Dy J 3 'or, V/; SEWAGE # VILLAGE..,//-//k/-5Tot1s_ //"Ill ASSESSOR'S MAP& LOT /D/-37 �e INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 1,062 s y LEACHING FACILITY: —Row Qa/� (size)-'Y: (type) 7/X 2 2 �, NO.OF BEDROOMS 3 BUILDER OR OWNER S�TEI//^ _5,� R&,,00a" PERM T'DATE: 7- COMPLIANCE.DATE: Separation Distance Between the: 4 Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching faci 'ty) Feet Furnished by J 1,3 IOri ve= 4 � L I 0 r '�%u RN rs►1 Q Gy —gl�w►4 c�W N�2 LG-CAT ION % A I: III •• i IN57A L L E R 5 N A M F ADDRESS. U I L 0 E R OR C W. 34EN DATE COMPLIANCE ISSUED -44= , �,f 14c�v��� �s 1, No. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYication for Mgogal 6potem Construction Permit Application for a Permit to Construct( ) Repair(4}�pgrade( ) Abandon( ) ❑Complete System 1 ndividual Components Location Address or Lot No./Q9/ /9 Vrv' 5 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel g�8- Installer's Name,Address and Tel No. Designer's Name,Address and Tel.No. SB�` 7fo_ 7 d 2" s/D.3 dp1/ Q,p 6a1 41YA C, Z YOG1S Type of Building: Dwelling No.of Bedrooms 'j Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) r t� . C' 174 1114, rdy Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed & Date Application Approved by Date Application Disapproved by: Date for the following reasons rr„r,/ ,A ` p f ct N / 'v n �,,A Q /J rt .L if eeI t9 A Q S- ' 0 d Permit No. .e Date Issue .•.-1-�� ...� .•. • .-.. - ^�-� �Y �• _ , �_ A'Snal•�Y4} =y'.�,-+.. ;.y.i;w Z..r. .. ��. �Ar..t*r,.�„ Y. _ _ ,.. No. ,�Y':,�i�� � Fee D 1 •.�� THErCOMMONWEALTH'OF MASSACHUSETTS Entered in computer: ) PUBLIC ;.EALTH DIVISION= TOWN`OF BARNSTABLE, MASSACHUSETTS 2pplicat- on for Th6ponl 6p.5tem Construction Permit Application for a Permit to Construct O Repair(44-`Upgrade O Abandon O ❑ Complete System ©Individual Components Location Address or Lot No.;/Ay �L� �/'1 Owner's Name,Address,and Tel.Noj Assessor's Map/Parcelro c � + - 24-97 ✓ d- ' Installer's Name,Address and Tel.No.sob S Designer's Name,Address and Tel.No.,S"0&' �r9 f 2o ./osep� Os C�';;;; S 41Y,0 C, 1VOte.5 Type of Building: DwellingNo.of Bedrooms 4' 3 � Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Y Other Fixtures Design Flow(min:required) gpd Design flow provided gpd '�... Plan Date Number of sheets Revision Date to Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) f&_frall 1 5' ,,I �T Sratir= r '3 Pit-' �C Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. " Signed a Date Application Approved by 7 K7//f Date _ / � Application Disapproved by: f �� Date - 11117,, d for the following reasons 0 o -h Im u iv PlevfAl #A C.0 67 PJ r f f j A I I. t� oft 10 9. „ idr e I �'U/l 5 kyp..j b i!A.a JIM.vn J r Vee nd.kdN �v,0o S � 1 f­� Permit No. r 4 f Date Issue o * v THE COMMONWEALTH OFMASSACH;USETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance - 4. � THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (C—) Upgraded (`..) Abandoned /�( )by a I - /5 &I t//= AU,ktr�;r,9 S �/1l has been co truc n 'ccordance wIith the provisions of Title 5 and the for Disposal System Construction Permit NO.04— dated Installer k-e- 4 U.e- Designer Z"S'!4 �6/,90J fF #bedrooms Approved design flow / gpd The issuance of this Fhll) 0t shallJnotIconstrued as a guarantee that the system Ifunction as designed. '� C I Date t/ Inspector t - ----i---- l --_—�-----------`---------------f'—'— No./ Fee / JJJ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 'i!5pogat 6p5tem Construction J)ermit ILI Permission is hereby granted to Construct ( ) Repair Upgrade ( 4 r+ Abandon ( ) System located at J g [�j+�yr #: and—as'described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Constructi fi musf be co pleted within three years of the date of this e�imit. Date � Approved by 1 >/ 6� L Town of Barnstable Regulatory Services Thomas F. Geiler,Director • saaxseasLE. Public Health Division rFo nna� Thomas McKean'Director 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: ( � a°7 Sewage Permit# Zoo? -, 'a Assessor's Map\Parcel /o/ o 3 Designer: -S Installer: JoS e e_X L Address: (p2 „jVCC.!j,poY ' Or. Address: On 7-io -o JoSCf�, ('� �> was issued a permit to install a (date) (installer) septic system at J D -�Gle�_ 1 .M. based on a design drawn by (address) Lys' dated 7-1y -a (designer) -Z 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. 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 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. Stripout (if re�i Ofdjlyy�s inspected and the soils were found satisfactory. ���\�oF MAss4 iP lots ( nstaller's ignature) � i+►3 i _�•i4 t�••Q�T� rERED Vr )esigner's Signa e) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification.Form Rev 03-09-06.doc The plans and specifications for every on-site system shall be prepared as follows: ' o� J, l�, 0�,d►�l,'1� s (1) Every system shall be designed by a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a / system designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. uR.`� Any other agent of the owner..may prepare plans for the repair of a system.designed to / discharge not more than than 2,000 gallons per day pursuant to 310 CMR 15.203 provided D ll they are reviewed by a Massachusetts Registered Sanitarian and approved by the approving 3 DeGtl t/ authority; �. (2) Every plan submitted for approval must be dated and bear the stamp and signature of the designer, D�1 (3) Every plan for a new system or plan for the upgrade or expansion of an existing system —ra.P. cc, 'O,,, (� �1 I,1}f which requires a variance to a property line setback distance, must.also reference a plan which bears the stamp and signature of a Massachusetts Licensed Land Surveyor in f l� Q� — accordance with M.*O.L.e: 112, § 81D; ° �"e Cf/Mt�Iri"f (4) Every plan for a system shall be of suitable scale(one inch =40 feet or fewer for plot rt le QdQC{ plans and one inch = 20 feet or fewer for details of system components) and shall include AN^"f C(-( 0� depiction of: / t(a 0 L10-i dui (a) the legal boundaries of the facility to be served; «yti-1 On (b) the holder and location of any easements appurtenant to or which could impact the << ll/ ,4- system; R Cvo1fSe�ib„ ✓ (c) the location of the all dwelling(s)or building(s)existing and proposed on the facility and identification of those to be served by the system; (d) the location of existing or proposed impervious areas, including driveways and ✓ parking areas; —(e) location and dimensions of the system (including rdserve area); (f), system design calculations,including design daily sewage flow, septic tank capacity ✓ (required and provided); soil absorption system capacity (required and provided); and S , whether system is designed for garbage grinder; (g) North arrow and existing and proposed contours; (h) location and log of deep'observation hole tests including the date of test, existing grade elevations marked on each test, and the names of the representative of the / ✓ approving authority and soil evaluator; ✓ (i) location and results of percolation tests including the Gate of test and the names of the representative of the approving authority and soil evaluator 0 name and certification number of the Soil Evaluator of record; (k) location of every water supply,public and private, 1. within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public water supply wells, and 3. within 150 feet of the.proposed system location in the case of private water supply wells; 1) location of any surface waters of the Commonwealth, rivers, bordering vegetated wetlands, salt marshes, inland or coastal banks, regulatory floodway, velocity zone, surface water supplies,tributaries to surface water supplies,certified vernal pools,private water supplies or suction lines, gravel packed or tubular public water supply wells, subsurface drains, leaching catch basins, or dry wells; and the location of any nitrogen sensitive area identified*in 310 CNa 15.215 within which portions of the proposed system are located. ,/ (m) location of water lines and other subsurface utilities on the facility; (n) observed and adjusted ground-water elevation in the vicinity of the system; T) a complete profile of the system; (p) a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought N in conjunction with the plan; (q) . the location and elevation of one benchmark within 50 to 75 feet of the facility which is not subject to dislocation or loss.during construction on the facility; (r) when dosing is-proposed,'complete design and specification of the dosing system IN1 A proposed including.but not limited to dosing chamber capacity (required and.provided), pump curves and specifications, number of dosing cycles and depth per cycle; (s) when a Recirculating Sand Filter or equivalent alternative technology is required or !v roposed,a complete plan and specification for the system,including a hydraulic profile; (t) a locus plan,to show the location of the facility including the nearest existing street, i (u) the street number and lot number, if any, of the facility; and. �/ (v) the materials of construction.and the specifications of the system. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY STEPHEN R.PRITCHARD Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner i MODIFIED 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 model: High Capacity chamber, Quick4 High Capacity chamber, Standard chamber, Quick4 Standard chamber, Infiltrator 3050 (Storm Tech SC-740), Equalizer 24 chamber, Quick4 Equalizer 24 chamber, Equalizer 36 chamber, and Quick4 Equalizer 36 chamber (hereinafter the "System"). Schematic drawings of the System and a design and installation manual are attached and made a part of this Certification Transmittal Number: W023699 Date of Issuance: February 21, 2003, Revised August 19, 2005, December 22, 2005, July 24, 2006 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. 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. Glenn Haas, Director Date Division of Watershed Management This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep Co Printed on Recycled Paper Infiltrator Modified Certification for General Use Page 2 of 9 Department of Environmental Protection Infiltrator Modified Certification for General Use Page 3 of 9 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 Equalizer 24 15 x 100 x 11 6 Quick4 Equalizer 24 16 x 48 x 11 6 Equalizer 36 22 x 100 x 13.5 6 Quick4 Equalizer 36 22 x 48 x 12 6 Standard Chamber 34 x 75 x 12 6.5 Quick4 Standard 34 x 48 x 12 8 Infiltrator 3050 or 51 x 85.4 x 30 24 StormTech SC-740 High Capacity Chamber 34 x 75 x 16 11 Quick4 High Capacity 34 x 48 x 16 11.5 2. The System is an open-bottom leaching unit molded from polyolefin resin. It can be installed without aggregate or distribution pipe as an absorption trench in accordance with the requirements in 310 CMR 15.251. 3. The use of aggregate as s specified in 310 CMR 15.247 is not necessary with the p �'Y 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 11 item 11. Infiltrator Modified Certification for General Use Page 4 of 9 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. 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 end cap to end cap including end caps. 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, however, shall be designed and constructed with a soil absorption system area of less than 400 square feet. Table 2. Effective Leaching Area for New Construction And Remedial Sites' Effective Effective Model Leaching2 Leaching Area Area SF/LF SF/LF Equalizer 24 3.75 NA Quick4 Equalizer 24 3.90 NA Equalizer 36 4.73 NA Quick4 Equalizer 36 4.73 NA Standard Chamber 6.53 NA Quick4 Standard 6.96 NA Infiltrator 3050 or NA 74 StormTech SC-740 High Capacity Chamber 7.79 NA Quick4 High Capacity 7.93 NA 1. Effective April 21, 2006, 310 CMR 15.251(1)(b)maximum trench width is 3 feet. 2. Effective leaching area is equal to 1.67 (bottom width+(2x invert height)) for Systems 3 feet or less in width. 3. Effective leaching area is equal to 1.0 (3 +(2x invert Height)) for Systems with a width greater then 3 feet. 4. The maximum trench width allowed to calculate effective leaching area is 3 feet. 8. Systems shall be sized in a ccordance w ith t he T able 3 f or n ew c onstruction i n DEP designated nitrogen limited areas as defined in 310 CMR 15.214 and 15.215. The effective leaching area, as shown in Table 3, shall be used for any System installed in a Department designated Nitrogen Sensitive Area or for any System f Infiltrator Modified Certification for General Use Page 5 of 9 that is installed for new construction where a private drinking water supply well is proposed to serve the facility, as defined in 310 CMR 15.214 (2). ' Table 3. Effective Leaching Area for Nitrogen Sensitive Areas Effective Model Leaching' Area SF/LF Equalizer 24 2.3 Quick4 Equalizer 24 2.3 Equalizer 36 2.8 Quick4 Equalizer 36 2.8 Standard Chamber 4.0 Quick4 Standard 4.2 Infiltrator 3050 and 72 Storm Tech SC-740 High Capacity Chamber 4.5 Quick4 High Capacity 4.8 1. Effective leaching area is equal to 1.0 (bottom width+(2x invert height)). 2. The maximum trench width allowed to calculate effective leaching area is 3 feet. 9. 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. The effective leaching areas presented in Table 3 above shall be used for remedial sites located in Department designated Zone 11 or IWPA when the facility is to be brought into full compliance in accordance with 310 CMR 15.404. 10. 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 4. No system shall be designed and constructed with a leaching area of less than 400 square feet. The effective leaching area shall only be equal to the bottom width for any System installed in a Department designated Nitrogen Sensitive Area. Infiltrator Modified Certification for General Use Page 6 of 9 Table 4. Effective Leaching Area for Bed or Field Configuration Effective Model Leachingl Area SF/LF Equalizer 24 2.08 Quick4 Equalizer 24 2.23 Equalizer 36 3.05 Quick4 Equalizer 36 3.05 Standard Chamber 4.72 Quick4 Standard 4.72 Infiltrator 3050 or 7.1 StormTech SC-740 High Capacity Chamber 4.72 Quick4 High Capacity 4.72 1. 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 4 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 depth can be increased up to two feet with the corresponding addition of up to 14 inches of base aggregate. Bottom width can be increased by two to eight SF/LF with the corresponding addition of one to four feet of aggregate per side. 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 bottom outside edge of the chamber. III. General Conditions 1. All 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. Infiltrator Modified Certification for General Use Page 7 of 9 3. In accordance with applicable law, the Department and the local approving authority may require the owner of the System 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 P� p Y 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 p ermanent 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 owner of the System shall at all times properly operate and maintain the on- site sewage disposal system. 4. The 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 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 i nformation o n t he S ystem f or t he p revious c alendar year. The report i Infiltrator Modified Certification for General Use Page 8 of 9 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 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 in anual 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 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. VH. Reporting 1. All submittals of notices and documents to the Department required by this Certification shall be submitted to: f Infiltrator Modified Certification for General Use Page 9 of 9 Director Watershed Permitting Program Department of Environmental Protection One Winter Street - 6th floor Boston, Massachusetts 02108 VHL 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 o f 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. p 1000 GALLON SEPTIC TANK DISTRIBUTION BOX INFILTRATOR QUICKHAMBERS QUICK4 HI CAP CROSS SECTION LOCUS PLAN ADD GAS BAFFLE WITH INLET TEE NOT TO SCALE ST NELESS SYSTEM SERIAL DISTRIBUTION TRENCH DETAIL NOT TO SCALE 98.1 0 COVER TO BE WITHIN 6"OF GRADE 94 FLINT MOUND FOR PROPER DRAINAGE - � INSPECTION PORT TO BE WITHIN 6" OF GRADE `�;,{,,�.k� ,;•, 92 4"SCfi.40 P.V.C. 3"MINIMUM ^ 4"$CIi.10 P.V.0 MIN.9"COVER n INLET AT Yr \ =0.01bm�. MAX COVER BEGINNING OF RO °` y a �+ �"• `aiA '.,"':` "�" EXISTING 3" 4"SCIl40P.V.0 ;. I3" ,;, {• y^'��Y at x;,' ' .'< ESTABLISH VEGETATIVE COVER .3" %.�~� �•' *a1ATjVF,13ACKFI $ ' Q' OT5 4 , J1=G \/\\ n DUICK4 HI CAP =: ., `ax�TYP) a 9' MIN., NON-TRAFFIC AREAS BLACK OAK 0 / I I.5 Y r`; ��.� .v'�;Y.t'',:lsy.' �`4:;3,. l2' MlN., H-10 LOAD AREAS '? 94.17 , \\\ \\ \ CHAMBER (TYP.) 1.1 `�1� JB DRIVE 10. ' 94.0 CR-o��Ytc,Ns �/� S, ti. 16 c,Q ,. NUN � 36" G"OE STONE Ui?1fl EB TANK 8.5' . . . .. . 22' BOTTOM OBS 8i-.7V C5.i ` SITE SPECIFIC NOTES DESIGN CALCULATIONS GENERAL NOTES ALL PIPING TO BE SCHEDULE 40 P.V.C. EXISTING BEDROOMS 3 0 110 G.P.D.= ALL LOCATIONS OF UTILITIES SHOWN ARE AS ADD GAS BAFFLE TO TANK. I;!2.-74 FLOOR PLANMARKED BY DIG-SAFE AND 330 G.P.D. VERIFIED BY INSTALLER PRIORRT TO BE NOT TO SCALE O - - C NO. OF TRENCHES 3 CONSTRUCTION PIT TO BE PUMPED AND FILLED - - LENGTH OF TRENCHES 22' THERE ARE NO KNOWN WETLANDS WITHIN 150' OF THE PROPOSED LEACHING FACILITY TOTAL LENGTH 66' UNLESS SHOWN. ACCESS IS TO RIGHT OF GARAGE. A PATH HAS BEEN HIN CLEARED BUT IT IS STEEP. NO STONE NECESSARY. PIT TO BE"PUMPED AND FILLED I 150 EOFRTHE PROPOS'E�LEACHING FACILITY. "-� " _.__ \, ' EFFECTIVE LEACHING 7.93 110 FIRST FLOOR TOTAL SQUARE FEET 523.38 SF WITHIIN RE 50'EOFO KNOWN IRRIGATION THE PROPOSED LEACHING LS INSTALLER TO NOTIFY DESIGNER 24 HOURS PRIOR TO 'N FACILITY �'+� THIS PROPERTY DOES NOT FALL WITHIN A BEGINNING OF JOB TO COORDINATE INSPECTIONS , CAPACITY TOTAL 0 .74 387.3 G.P.D. FLOOD ZONE AS SHOWN ON FIRM MAP THIS DESIGN DOES NOT REQUIRE VARIANCES INveipT lw o µ(C�F{�iS� •� .4co IS P.,a_ vv LJcrrTON� TO TITLE NTAL C.M.R. 15.000R BARNSTABLE � � ��r:� ���,�� BEDROOM BATH RITCID3N THIS SYSTEM NOT DESIGNED TO SUPPLEMENTAL REGULATION ©F CCAW SPA ( ACCOMODATE A GARBAGE BEDROOM ALL CONSTRUCTION SHALL BE IN ACCORDANCE DISPOSAL WITH TITLE 5 REGULATIONS.AND BARNSTABLE SUPPLEMENTAL M1Q1b37 Ilk-LINE ELEVATIONS PROPOSED SURVEY INFORMATION 1�1 1 3 r,' \ �� 's BEDROOM MUDROOM INV. ® HOUSE EXISTING ROPERTY LINE DATA FROM RoavtG INV INTO TANK 97.06 YANKEE SURVEY 1/7/94 56� ����� TP 1 y 1 I INV OUT OF TANK 96.8 • V 97.9 i I Nv INTO D-BOX 94.17 PLAN TO BE USED FOR INSTALLATION f I INV OUT OF D-BOX 94.0 OF SEPTIC SYSTEM ONLY Deck I I INV INTO INFILTRATOR 93.6 92.1 91.18 NOT FOR DETERMINING PROPERTY LINES J J '�Q AQ(, l I BOTTOM OF INFILTRATOR 92.67 91.17 90.22 11 ocn�ru !�ri I _ i } BOTTOM OF OBS HOLE 85.1 BOTTOM LEFT WOODEN STEP 100.93 © 1 WATER TABLE NONE ENCOUNTERED Sr'AL,� �c 9� g� 2 tl ' 1 0 /) °' SAS DIMENSIONS DATE: OBSERVED BY: WITNESSED BY: I 4 SOIL LOGS MAY LISA C. LYONS DONNA MIORANDI l 3 TRENCHES WITH 5 QUICK 4 CHAMBERS WITH END 0/07 SOIL EVALUATOR BOARD OF HEALTH BENCHMARK SET ' CAPS (6' BETWEEN; NO STONE) ELEV. OBS. HOLE #1DEPTH BOTTOM LEFT WOODEN STEP C� ' 97.9 0" A Elev. 100. 93 ( OVERALL DIMENSIONS 3'X 22' (X3) LOAMY SAND '� 1 OYR 2/2 97.15 B LOAMY SAND I 10YR 5/8 ® 95.9 24" V I C ! MED/COARSE SAND y 2.5Y 6/6 28" ! ' 40 15411 85.1 D Co r NO GROUNDWATER ENCOUNTERED U J I - W �t I PERC RATE<2 MINS./INCH ` q�. �2 `�i111111N�� ,.......;C,yG,,, SEPTIC DESIGN PLAN NE FLAN SHOWING:PROPOSED SEPTIC SYSTEM REPAIR IN BARNSTABLE y0 o7 FOR: DRAWN BY: LISA C. LYONS • ,C _� STEVE SHERWOOD DESIGNED & CHECKED BY: �j �•. �00 �Q�� LISA C. LYONS T QZ ,s���s�sTFRED sae����`` 104 JB DRIVE.MARSTONS MILLS REVISIONS:DESCRIPTION: DATE: eJ SCALE 1 . 2 0 s�,,,1111,���� LOT#: DATE: M101 P37 JUNE 4,2007 ' ISA C. LY S, S. I CERTIFY THAT THIS PLAN CONFORMS TO LISA C . LYONS , R . S . (508) 790`9270 TITLE 5 AND BARNSTABLE B.O.H. REGULATIONS HYANNIS, MASSACHUSETTS (774) 487-1638 (EXCLUDING WAIVERS SPECIFIED) i