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HomeMy WebLinkAbout0015 HAVILAND WAY - Health 15 Haviland Way Centerville A= 193-246 F: ) 0 No. 4210 1/3 ORA , a 1000 ® © 0 No. a Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION " TOWN OF BARNSTABLE,, MASSACHUSETTS ZIpptccatcott for �tgpogaC bpgterrt Con9tructton Permit Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. r Owner's Name,Address and Tel.No. Cetik-e.(-\J•,11-�1AAA. 02US2 L e�o ���► , . t�1Z Installer's Name,Address,and Tel.No.SO4b•1�s`�(fc' }�13 Designer's Name,Address and Tel.No. Nocle�eo.S�c tev.S�1r. T,u�., 0, 7-4 lmj *1ASSvc:.c. S� �"��• P.v. BpX eS%A 'J-% 1C.,4. zv%A 3tcszSk-kr- L"vA, uZ.V3k r ws ozc. Type of Building: Dwelling No.of Bedrooms 3 Garbage Grinder( ) Other Type of Building Fc,w+.: No.of Persons Showers( ~) Cafeteria( ) Other Fixtures Design Flow 710 gallons per day. Calculated daily flow S gallons. Plan Date 10110l 2O k u Number of sheets ftt 2 Revision Date 01 b Title ..�`.�� c► �v.�..._y C�w.w���C Description of Soil r= �S� Nature of Repairs or Alterations(Answer when applicable) C=c+:AeA -geld. f' 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 Certifi- cate of Compliance has been issued by this Board o ealt ,, / Signe c Date Gil. o�-So2ol0 Application Approved by Application Disapproved for the following re o Permit No. Date Issued TOWN OF BARNSTABLE - LOCATION Z.'�E wN%,/ SEWAGE # __ZOkU ' t{33 VILLAGE ASSESSOR'S MAP & LOT STS Z L INSTALLER'S NAME&PHONE NO. � 5} �`��}"• �00^�� ��'�13 SEPTIC TANK CAPACITY LAO Q,M%A:._ti �`y...t��•.�tJ. r �.��.o.,......,A• ' LEACHING FACILITY: (type) (size G Q b f NO. OF BEDROOMS 3 BUILDER OR OWNER `_�a �,g W��\.c�...�t �aS:a!►n..alr PERMITDATE: COMPLIANCE DATE: 4.:.I f3� 20 l 1 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S l Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Q'u�,x�.�+�.- Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) jiU.2 Feet Furnished by `� cs' c S W ry, c r v+ o `4 r _ 1 o o � G a THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certificate of Compliance - - IS IS TO CERTIFY,that the On- 'te Sewage Disposal System installed( or rep ired/repl ced( on L� by . 'T for r r, W, !A ev, as (n n{ r r ks- has been constructed ' accojidance with the pr 'sio.�of Title 5 a�,►r d the for Disposal S stem Construction Permit No. ""_ ated U / d Use of this syste is con di oned orve pliance w th t�e provisions set forth be ow: r N ' ^ _ 1 . M No. --' 777 Fee THE COMMONWEALTH OF MASSACHUSETTS / �q�44UBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS i mtgogal A&pgtem 'Cougtructtott ermtt Permission is hereby granted to AJ (l 4t 6A\i \ PC" /19A..., to construct( )repair( )an On-site Sewage System located at _1 ".5 /7Zj V 4 "' I � 1� 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. , r All construction must be co Meted 7/0 'thin two years of the date below. /m 7 Date: Approved by _ .,...- - ;...^...^..•.r r _ ;s.'^' nK. -...,N .%e ww�^' . .n.,,._:%,� ,,„-.. ,...., e.. w+ti h. .%..'.� c.....r. .ia, ty"a-;'� 1 /- No. I y t G Fee AX. THE COMMON. EAL-TM-OF MASSACHUSETTS / PUBLIC HEALTH DIVISION' TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYtcatton t6f MtgpooUbpgtenY Cowgtructton Permit Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: ` Location Address or Lot No. A3_ j Owner's Name,Address and Tel.No. S L,u— Q,Z ~Cq 4 21 i^1"J��c��,ca goy Installer's Name,Address,and Tel.No. S 0-0, • @+et to` }13 Designer's Name,Address and Tel.No. L.SIV IL �,���, t� 1Ze \\� A34a'� • v. IrSe>c. tom\ 3v o,. \1. u2. (.31 Type of Building: Dwelling No. of Bedrooms Garbage Grinder( ) Other ! Type of Building I Fc,.v..:`v No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 7n L) gallons per day. Calculated daily flow 3S G.Ci-}- gallons. t Plan Date 1 tJ j 1 q 12 O\u Number of sheets " 2 Revision Date Iy Title Description of Soil Nature of Repairs or Alterations(Answer when applicable) F 41 c,.',_� Date last inspected: ?kk 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 Certifi- cate of Compliance has be6en issued by this Board of/Health.I Uyl`. � 70 1 L Signe Date i Application Approved by �A r� Application Disapproved for the following rea on Permit No. Date Issued Town of Barnstable �t t Regulatory Services ti Thomas F. Geiler,Director BARMAS B M LE. ' Public Health Division 039. Thomas McKean,Director FD MA'S 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: A-Z6-1 1 Sewage Permit#J 010 Assessor's Map/Parcel Installer& Designer Certification Form Designer: VA. dQzII.W . ASSOC, Installer: I102 S'77 rPA197A/C-7Z0Q CQ�AP Address: Address: 32 S�N" Nad LNE On 44 1 AAA?ft,431 Coa—V Ceef. was issued a permit to install a dat (installer) septic system at 1 4V 1 LAtAD �1 based on a design drawn by (address) IV. O gfjjjt x ; �S�SJL. dated i® Iqj 110 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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 , ions. Plan revision or certified as-built by designer to follow. Stripout (if re os cted and the soils were.f and satisfact ry. KEITH E. yG�, O FERNANDES 0 CIVIL v (Installer's Signature)_ No•48725 y t� NAI (Designers ignature) (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. gAoffice forms\designercertification form.doc COMMONWEALTH OF MASSACHUSETTS UV' ' EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner MODIFIED CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: CULTEC, Inc. P.O. Box 280 878 Federal Road Brookfield, CT 06804 Trade name of technology and model: CULTEC Chamber models: Field Drain Contactors C4; Contactor EZ-24, 100, and 125; and Recharger 180, 280, and 330XL(hereinafter the "System"). Schematic drawings of each model are attached and made a part of this Certification. Transmittal Number: W037676 Date of Issuance: December 17, 2003, revised April 18, 2006, revised July 24, 2006, July 19, 2007, November 2, 2007, August 29, 2008, Modified February 22, 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: CULTEC, Inc., P.O. Box 280, 878 Federal Road, Brookfield, CT 06804 (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 22, 2010 Glenn Haas, Acting Assistant Commissioner Date Bureau of Resource Protection. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep Co Printed on Recycled Paper CULTEC Modified Certification 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 Field Drain Contactor C4 48 x 96* x 8.5 3 Contactor EZ-24 16 x 96* x 12.5 6 Contactor 100 36 x 89* x 12.5 6 Contactor 125 30 x 75* x 18 12 Recharger 180 36 x 76* x 20.5 14 Recharger 280 47 x 84* x26.5 20.5 Recharger 330XL 52 84* x 30.5 24 *Denotes Cultec chamber installed length 2. The System is an open-bottom leaching unit molded from high density, high molecular weight polyethylene (HDPE) with a 3.5 to 4.5 ounce non-woven geosynthetic filter fabric cover (CULTEC No. 410TM). 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 H item 10. All models also include a Heavy Duty(HD)model for H2O loading. • CULTEC Modified Certification 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. 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 Trench.Configuration for New Construction And Remedial Sites' Effective Effective Model Leaching Leaching Area Area SF/LF SF/LF Field Drain Contactor C4 NA 3.54 Contactor EZ-24 3.9 NA Contactor 100 6.7 NA Contactor 125 7.5 NA Recharger 180 8.9 NA Recharger 280 NA 6.44 Recharger 330XL NA 74 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 1.00 (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. 7. 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. CULTEC Modified Certification for General Use ' Page 4 of 7 8. 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 Leaching' Area SF/LF Field Drain Contactor C4 6.7 Contactor EZ-24 2.2 Contactor 100 5.0 Contactor 125 4.2 Recharger 180 5.0 Recharger 280 6.5 Recharger 330 7.2 1. Effective Leaching area is equal to 1.67 times bottom width only. 9. 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. 10. 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 up to two feet with the corresponding addition of up to 21 inches of base aggregate for the Field Drain Contactors, up to 18 inches with the Contactor 100, up to 12 inches for the Contactor 125, up to 8 inches with the Recharger 180, and up to 3.5 inches with the Recharger 280. No additional aggregate base is required for the Recharger 330. Bottom width can be increased by two to eight SF/LF with the corresponding addition of one to four feet of aggregate per side. CULTEC Modified Certification for General Use' Page 5 of 7 11. 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 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 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 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 owner of the System shall at all times properly operate and maintain the on- site sewage disposal system. I I CULTEC Modified Certification for General Use, Page 6 of 7 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 31st 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 with 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. CULTEC Modified Certification for General Use' Page 7 of 7 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: Director Wastewater Management'Program Department of Environmental Protection One Winter Street - 5th 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 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. BAXTER & NYE, INC. Registered Land Surveyors and Civil Engineers 7 Parker Road/Osterville,Massachusetts 02655/Tel. (617)428-9131 WILLIAM C.NYE,R.L.S.-President RICHARD A.BAXTER,R.L.S.-Vice President PETER SULLIVAN,P.E.-Vice President-Engineering March 4 , 1988 Town of Barnstable Board of Health P .O. Box 534 Hyannis , MA 02655 RE : Lot 8 -Haviland Way. Installer: Al Fuller Dear Board: Per the terms of your Disposal Works Permit, I have provided inspection services for the installation of the system. The leaching system has been installed as per the approved plan. Very truly yours, Peter Sullivan, P.E. Baxter & Nye, Inc. PS/fmj of Pi_TER u tv Sul!i"VAN r�nq -.4 No. 29733 0 MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEMG AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS 2-If ............................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 7_0,V4.�f......OF..... .......................... Appliration for Disposal Works Tonstrurtion raftfit Application is hereby made for a Permit to Construct or Repair an Individual' Sewage Disposal System at: lij LOT FS ................ .................................................................................................. Location Addr or Lot No. ................... — . r.:�, .. ....... .....V-7 .. .................................. .................................................................................................. ner • Address .............. .................. ...... ... ..................................... ................................................................................................... Installer Address Type of Building Size Lot...1_'!).0.Q_C)..Sq. feet Dwelling—No. of Bedrooms......:3.................................Expansion Attic Garbage Grinder (Kbo Other—Type of Building ............................ No. of persons........................_.._ Showers Cafeteria QI Other fixtures ................... ------------- ----- -------------------------- -----------**--------------------------*---------*-------------------------­......Design Flow............. ...................gallons per person per day. Total daily flow......a.3..0......................gallons. I Ul Qallor Septic Tank I- is Length.g!:nG..'Width..S..'G."'Diameter................ Depth..57,-a Disposal Trench_9No.FWW.Pf.3*idth.J?........................... Total Length...'?,Q!...... Total leaching area.... ----sq. ft. J. Seepage Pit No..................... Diameter.................... Depth below inlet.)................. Total leaching area..................sq. ft. Z Other Distribution box Dosin tank 4+ Percolation Test Results Performed Date..S/1.IV. 8... ... 0_� Test Pit No. I......2t....minutes per inch Depth of Test Pit.... ........... Depth ib ground wate ...3YZ........ 1-4 �Z4 Test Pit No. 2................minutes per inch Depth of Test Pit____.........___._.. Depth to ground water------------------------ ...................................0 .. . 15....L .. M-.0-- -- - -----------1 0-Z........5.....­.......G.*",v......I..A........ Descr onSol .. ! . i.. . .L,.... .k., E\..t.....c..A................................ . . .......................................... ...................................7..................................................................................................................................................................... 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 provisionSL of TITLE; 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has beeg,+ssued by the-board of health. Signed.... ...... D t Application Approved By...........0/1V...... ......................................... ........................ ........... Date Application Disapproved for the followi reasons:................................................................................................................ ......................................................................................................................................................................................................... Permit No........ ............ IssuedL...........................................Difte........ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..................... ......LW A)...................OF.......... ... . ................................................ Tntifirate of Tompliaurr THY 1S TO'k. C. TIF hat the Individual Sewage Disposal System constructed or Repaired 1 by .. ..........7_ A . ............................................................................................................................................ a I Installer at....�o ......... .................. ..... ......... ..............W,...... I a......................... ------------------ ---- ----------------------------------- has been installed in accordance with the provisions of 5 0 The State Sanitary Code as described in the l � - application for Disposal Works Construction Permit No.._..._. ...... ........... ...... 1 dated 0-----f----------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... ----------- _'ESIGNINn PNGINEER MUST SUPERVIC" THE COMMONWEALTH OF MASSACHUSE TS— ALLATIUN AND CERTIFY IN V!RITIN BOARD OF HEALTH,-Y.. ',-10 VVA30 INSTALLED IN STH't - '� S' I- '-4-NCE TO PLAN. -7�-Co .........................................OF........ ).............................................. Fim........................ Disposal I rks ITIA(.. ...... . is=wU pirrutit Permission is hereby granted........... .IA(.. ...... . ........................................................................... TZ"---------------- to Construct or Repair n III Uddi4dual �ewage Disposaj.. ys e.............. ......... A I........... ,�S t atNo... ------------------------------------------- 'Oeet as shown on the.application o Disposal Works Constz),,on. Permit No..V-11.. Dated......._.. .... ... o 4 .........k-keo-V......... ..... Board of Health 0JC1_ DATE................ .. ............................. OV 0 FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS IIlk 1 l �� diy � •Y ��j � 1 ��S� 5 F t-•�'PIAi.►`Z7 �l 2,SOO S�= V1�� o � 39 �.,-> t�izUR �/ �� �Z ,�- � _ Lour•. � C� � ,�/ ��,� .��,�� 2oP _�_ . �. � •LANK- Nl�v —F't N� _ I '`:'- _.• ;�:. �� r`.,,/, .,,/ W W �.��-i�' ,�...,_.� ,� Gr�fLh•��°1::t��. J/' �6 tz.cQ C.rY'R O K ATE� `��`pE'Q 2WlIN w.6 c' • Q� � gL Ztl �N I NS "S`E—LAWS L'-',F TVG I C C F-P-WNST-4•$LF- IS Y.1 EPOS E:D&eA-DcL/ t — N `Tcr t�i�i� �i�.S `••,__�•,.�-..,•_ ,.� {q/ �"�__/1 F6c �5 T o _. � I )W O INV `13 GrAL E-5 4 i NOV €L 9Z -All g StvT( `T'AN I Wy 1N A3.'e c e Q, .q3.-Q 5.1 o. o tit M;N q3. � �_vlaT�►� �ASHrz:D S'm-vz- AL EL 37 T LAki E1,,,( Z„Qr >aa4'5+t�T,�Cg1aSTO�.I� E I E R �\ Imm'Lr 1 4 ) '\JAY ' J N Ea L f A r�l a !_j% 3��p►Zootyl5 \ . CJa. 19334 -T L901 3 Av�•`7i a�__�( �- r_G�� . 3 x I�b = 330 a� •,,x_,",,,, N s Z> GAL C E "�ow—D, �s5 0� S (3 - -�K 8 C F N-C'E'�Y 1 L L Z S I-DE:\A/A c t 69 -s Fa d SI'P E WALL.C:a"rAc IRc'( 69 x 2, S ' A W1LLtAK:5 A, 2q p .6f Sc�L_E: 1�6 IAoTETv --DATE : g '2 •8'� UTA I a� l.Ov,� 0 33 is z-ip LIB N:1'7 Z—Y 1 L>_G, 1 ,r 1 1 r7.7: tit Town of Barnstable P# 13083 Departm' ent of Regulatory Services f Public Health Division Date 9/15/2010 i �bA t6Jq ,e� 200 Main Street,Hyannis MA 02601 lEq. A Date Scheduled 10/7/10 Time 10'OOam Fee Pd.- $100.00 I . • Soil SuitabilityAssessment or • f Sewage Disposal Performed By: Keith E. Fernandes, R.E. - David W. Stanton, R.S. Witnessed By: LOCATION& GENERAL INFORMATION Location Address 1.5 Haviland Way Owner's Name Keith Williams Centerville, MA Address 15 Haviland Way . Assessor's Map/Parcel: 193/246 Centerville, MA Engineer's Name NEW CONSTRUCTION REPAIR R Keith E. Fernandes, .E. Telephone# cnn- 6-6601 Larid Use Residential Slopes Surface Stones_N/A Distances Distances from: Open Water Body 100' ft Possible Wet Area�100 >1OO' ft Drinking Water Well ft Drainage Way7 '100 10' ft Property Line ft Other ft i SKETCH:(Street name,dimensions of lot,exact locations of test,holes&perc tests,locate wetlands�n proximity to holes) I . HAVILAND WAY s" 9 Bcdrxm 4 . - i tea* a ?, a ` Parent material(geologic) .ProglaCial Outwash Depth to Bedrock N/A 9711 Depth to Groundwater: Standing Water in Hole:_ Weeping from Pit Face 79? Estimated Seasonal High Groundwater 45.4" 'below grade 1 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Tech B u l l e t i n —001 i Depth Observed standing in obs.hole: 97 in, Depth to soil mottles: N/A in, Depth to weeping from side of ob .hole: 79 in, Groundwater Adjustment 2 8 ft. Index Well# , Reading Date:. 9 1O Index Well level Ad factor -� J .�« .._ Adj.CJreundwater level .4" —� Observation 7 D PERCOLATION TEST bate 10 1Q'hne 30am Hole# #1 Time at 4" Depth of Perc 56" Time at 6" \ Start Pre-soak Time @ 0 _ Time(9"-6") End Pre-soak —13-�— G9" @ 13 2 minutes Rate Min./Inch i Site Suitability Assessment: Site Passed X Site-Failed: Additional Testing Needed(Y/N) . N j Original:'.Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. i. I Q:\SEPTIC\PERCFORM.DOCLO Cam' c� O tti7 rJ da tv � ta! co J a q II DEEP-OBSERVATION HO.L,E-LOG Hole# 1 Depth from Soil Horizon Soil Texture 3oi1 Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, on i tenc .vel) . 0-34 Fill 34-48 B Lo my Sand 1.OYR5/$ 48-102 C1 Medium/ 10YR8/6 - - Coarse - DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,.%Gravel) 0-34 Fill 34-48 B Lo ny Sand 10YR5/8 - - 48-102 C1 Medium/ 10YW - oar se an -' I I DEEP OBSERVATION HOLE LOG Hole# Depth from . Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C nsi to c Gravel i ' I DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders, onsi ten ' I • I I I . • i i Flood Insurance Rate Mae: Above 500 year flood boundary No_ Yes Within 500 year boundary No X ' Yeses \� Within 100 year flood boundary No X 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? YPs If not,what is the depth of naturally occurring pervious material? Certification 10/24/05 ' I certify that on (date)I have passed the soil.evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with = the required training,expertise and experience described in 10 CMR 15.017. j 6 2o--1C) Signature I • i i i I ! I I I 1 CENTERVILLE, GENERAL NOTES : SOIL TEST LOGS . SYSTEM DESIGN CALCULATIONS : PUMP DOSING CALCULATIONS : PUMP' NOTES * REQUIREMENTS : ,��� MA Z �G� TEST HOLE 1 : EL=4 I .G5 SEWAGE DE51GN FLOW: A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM DEPTH FROM SOIL SOIL SOIL SOIL OTHER 3 BEDROOMS @ 110 GPD = 330 GPD 1 , DETERMINE VOLUME OF EFFLUENT TO BE PUMPED TO LEACHING FIELD: 1 .) ALARM SHALL BE A RED WARNING LIGHT WITH AUDIBLE ALARM LOCATED WITHIN THE UNLESS H-20 COMPONENTS ARE USED. SURFACE HORIZON TEXTURE COLOR MOTTLING LEACHING CAPACITY REQUIRED BUILDING AS`SHOWN ON THE PLAN. : (INCHES) (USDA) (MUN5ELL) DAILY FLOW = 330 GALLONS 2HE COR.)THE FOR THE FLOATS SHALL BE ONE CONTINUOUS PICCCE FROM THE PUMP CHAMBER 0 B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- 3 BEDROOMS (MAX.) @ I I G D = 330 GPD REQUIRED _ LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. 0-34" FILL ------ NONE NUMBER OF D05ES PER DAY- 8 DOSES TO THE DISCONNECT PULL BOX. THE CORDS SHALL BE ENCASED IN 3' ELECTRICAL CONDUIT. SEPTIC TANK CAPACITY REQUIRED: NUMBER OF GALLONS = 330/8 = 41.3 GALLONS 34-45 B LOAMY SAND I OYR 5 8 NONE DAILY FLOW = 33 GPD @ 200% = GGO GAL. REQUIRED 3.)ALARM ANID PUMP TO BE WIRED TO DIFFERENT CIRCUITS. C.)CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL 48-1 02" C 1 MEDIUM COARSE SAND I OYR 8 G NONE PERC 5G" DRAIN BACK VOLUME: 4.)ALL PUMP, WIRING, ALARM, AND FLOAT INSTALLATIONS5HAL!_CONFORM To MASSACHUSETTS LOCUS UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. SEPTIC TANK CAPACITY PROVIDED: - STATE PLUMBING AND MASSACHUSETTS STATE ELECTRICAL CODES AS WELL AS TO ✓ TEST SOLE 2: EL=4 I.G5 EXISTING 1000 GALLON SEPTIC TANK O CONSTRUCTION NOTES : DEPTH FROM SOIL TOIL SOIL SOIL OTHER LEACHING CAPACITY PROVIDED: 2"FORCE MAIN � 2 MANIFOLD G.8 GALLONS MANUFACTURER'S SPECIFICATIONS. hNs \ WEQUAQUET SURFACE HORIZON TEXTURE COLOR MOTTLING � � PUMPING VOLUME = DOSING VOLUME + DRAIN BACK VOLUME oN \ LAKE. FIELD DRAIN C4 - 9 UNITS IN FIELD C31�FIGURATION (SEE SAS DETAIL) 5J PUMPS SMALL BE MYERS 5RM4 I/4HP PUMP(OR EQUAL) MEETING MAXIMUM REQUIREMENTS �y (INCHES) (USDA) (MUNSELL) � PUMPING VOLUME = 41.3 GALLONS + G.8 GALLONS = 48.I GALLONS NP 1 9 X 8'(LAY-UP LENGTH)X G.7 5FK = 482.4 SF\; OF 2 1 .1 GPM AND 9.5'OF TOTAL DYNAMIC HEAD. INSTALLER TO VERIFY PUMP WITH 0-34" FILL ------- NONE 97-GPD 1.)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, Vt=482.4 5F X 0.74 GPD/SF=3 2. DISCHARGE RATE: MANUFACTURER FOR FLOW AND TDH. TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 34-48" B LOAMY SAND I OYR 5 8 NONE 35G GPD>330 GPD REQUIRED'-" ' 15 TOTAL PERFORATIONS (INCLUDING VENTS)x 1 .17 GPM/PERF. @ 2.5' " � I , 48-102 Cl MEDIUM COARSE SAND I OYR 8 6 NONE NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN, G.) 25-3/4 FROM PUMP ON FLOAT TO INLET INVERT PROVIDES 620 GALLONS OF STORAGE. � 2.)SEPTIC TANK(5), GREASE TRAP(S), DOSING CHAMBER(5)AND DISTRIBUTION HEAD = 2 I ,I GPM BOX(E5)SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY DATE OF TESTING: 10/8/10 INSTALL ONE (I) - 1000 GALLON PUMP CHAMBER COMPACTED, OR ON A G INCH CRUSHED STONE BASE, PERCOLATION RATE: LESS THAN 2 MIN/INCH IN"C"LAYERS. 2. TOTAL DYNAMIC HEAD: 9.5 FT. � 3.)SEPTIC TANKS)SHALL MEET ASTM STANDARD C I f 27-93 AND SHALL HAVE WITNESSED BY: KEITH E. FERNANDES, PE, J.M. OREILLY t ASSOCIATES, INC. ONE(1) MYERS 5RM4 I/4HP PUMP DAVID W, STANTON, AGENT, 5ARNSTABLE HEALTH DEPARTMENT NINE(9) - CULTEC FIELD DRAIN C-4 UNITS IN LEACH FIELD CONFIGURATION-NO STONE 3, PUMP MUST BE CAPABLE OF PUMPING AT LEAST 21 .1 GPM AT LEAST THREE 20" DIAMETER MANHOLES, THE MINIMUM DEPTH FROM THE BOT- GROUNDWATER WEEPING @ 79", STANDING @ 97" IN TEST PIT#1 e TP#2 (CULTEC UNITS TO BE INSTALLED PER CULTEC-5 INSTALLATION MANUAL) NOT TO SCALE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". GROUNDWATER WEEPING ELEVATION ESTABLISHED @ 35.07 FILTER FABRIC - UNITS TO BE COVERED WITH CULTEC AGAINST A TOTAL DYNAMIC HEAD OF 9.5 FT 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL A55ORPTION SYSTEM. 4 10 FILTER FABRIC OR APPROVED EQUAL ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE AND BACK-FILLED WITH TITLE 5 SAND - 'NO STONE PLAN BOOK 45 1 PAGE 77 CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE, Certification: FILTER FABRIC--T LAPPED UNDER CULTEC BY 1 2" DEED BOOK G328 PAGE 2GG 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST `NOTE: CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"OF I certify that on 10/24/05 I (Keith E.Fernandes)passed the FIELD DRAIN C-4 UNITS ALLOWED A CREDIT OF ASSESSORS' MAP 193 PARCEL 24G CONCRETE GRADE, E R TIGHT APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. examination approved by the Department of Environmental G.7 5F/LF OF LEACHING IF USED IN A FINISHProtection and that the above analysis was performed by me 5TONELES5 SYSTEM (BED CONFIGURATION) PER G.) PIPING SHALL CON515T OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL consistent with the required training,expertise and experience MA DEP, MODIFIED CERTIFICATION FOR LEGEND BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I%. described in 310 CMR 15.017. GENERAL USE,TRANSMITTAL#W037G.7G, BENCHMARK: - - --32 EXISTING CONTOUR 7.) DISTRIBUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED)SHALL BE PERMIT 1 2-1 7-03 REVISED THRU 9-29-10 4"DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED /`-' 2 � MODIFIED 2-22-10 Top of Concrete Bound 32 PROPOSED CONTOUR NA �- DATE: (G EL=4G.1 ± (Assumed datum) X 12.34 EXISTING SPOT GRADE AT END OR AS NOTED, - 8.)OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 24x5 PROPOSED SPOT GRADE 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION -w- WATER SERVICE LINE INSTALLATION LOCATION ( 46,2 -0- OVERHEAD UTILITY SERVICE BOX TO ASSURE EVEN DISTRIBUTION.' I)-FIELD DRAIN 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW OF "LATERAL C4 UNIT(TYP) i THE OUTLET INVERT. .,/ - 4G -u- UNDERGROUND UTILITY SERVICE 10.)VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; 3" % �� -T- GAS SERVICE LINE WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, 8.5" a sinew /°��` 46.1 x 4s,3 D4 TEST HOLE/ BORING LOCATION TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. '`OF? ° ST SEPTIC TANK . I .)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF I A e ° 5'2 PC PUMP CHAMBER CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). V 1 °/ y x 43,7 p -�• "J °/ �"' � �„ DE, DISTRIBUTION BOX 1.2. FINISH GRADE SHALL BE A MAXIMUM OF 3G"OVER THE TOP OF ALL SYSTEM CULTEC f RO.N I VIEW a o '� / -'� � �_., SAS SOIL ABSORPTION SYSTEM COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER CULTEC LEAC I 1 N G FIELD FLAN VIEW NOT TO SCALE o/'� 2 '�� ' ` C �'J � Reserve RESERVED FOR FUTURE AND 501L ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER of 9" �� �`°/ ' CO-) UTILITY POLE SCALE: I " = �0� � l � ,�r/ � PROPOSED SOIL REMOVAL(See Note#19) 13.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL /' / 1f14a3$1 \I 3,0 EI OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- r-INSPECTION FORT /' °/ 1 /-> PROPOSED LINER(Se: Note#18) ® CATCH BASIN RECEIPT LATERAL ACCE55 CAP TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH SOIL REMOVAL(SEE NOTE#19) PASSIVE VENT LINES TO VENT Existing Gas Line � o R, 1811 x'3'- FIRE HYDRANT AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. (SEE DETAIL) / f \ CAP BY"SWEET AIR"(MUSHROOM CAP) ice" ac 43.6 / Existing Sod Absorption System ® WELL O.2't �k d "t ` 4L3 (See Note#I G) 14.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION A 4" Passive Vent / i '� ® DRAINAGE MANHOLE BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- System Should Be installed At Exlsting Leaching Catch Basin �(�'�1 43.4 x 43.6 A2 6'3'; �\ x a3s ■ CONCRETE BOUND, FOUND REQUIRE SUCH PERSON TO CERTIFY IN WRITING End of Each Row of Cultec Units ! J MAY E ��°� iGF., "/ TOP OF BANK QUIRES A VARIANCE)AND M R Q THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE _ , ', :t h' ' 4 y y 1' HOURS ADVANCE NOTICE IS REQUESTED. n Gi �+ i 1 � PERMIT AND. PLANS: 48 � ' i! I .I � ,2 ,, � �^ / /ate ---x._ `0� LIMIT OF WORK -x_x_ 4 k I t 5 .�����Gt� '4 _ _}sT >* _ / 1 ,.,", 40.6 FENCE 15.) INSTALLER SHALL VERIFY INVERT ELEVATIONS PRIOR TO INSTALLATION OF in ,, t 43,4 D� awl., -� �. x x, X--I. , . - . - - x 40,5 � `^^^�' EDGE OF CLEARING ANY SEPTIC SYSTEM COMPONENTS. tJ - ' ; ! PERFORATION to t Exlsting Water Service �'.GO<`lei 05' I G.) EXISTING SOIL ABSORPTION SYSTEM TO BE REMOVED. ANY CONTAMINATED N 1 `, '�� I- �� of fil � k � � 1 " (Main Located on Opposite `l �' 3� ,6 SOIL WITHIN 5'OF THE PROPOSED 50IL ABSORPTION SYSTEM SHALL BE REMOVED " I' `i i�' IIIt' 1 ` ') i£ "`i' PROPOSED LINER x a3,9 Side of Street) � AND REPLACED WITH CLEAN SAND, AREA TO BE COMPACTED TO MINIMIZE SETTLING. (SEE NOTE#18) 44,0 '6 ( 4 �6 \ 1 7.) INSTALLER TO CHECK TANK FOR STRUCTURAL INTEGRITY AND INSTALL NEW INLET TEE AND OUTLET TEE WITH GAS BAFFLE, J J ll a NUMBER PERFORATIONS PER LATERAL = 4�/� 3 ,8 18.) INSTALL A 40 and HOPE LINER FROM EL 44.0± TO EL 4 I.0_ AS SHOWN ON 4' 4' 4' •4' 4 4 , 4' 4 ' 4' 9 LATERALS WITH 2 (INCLUDING VENT HOLE) 111/ p�ri, 40 �T��OS 1=LOOK PLAN PLAN (APPROX 70t LINEAR FEET). LINER INSTALLATION SHALL BE SUPERVISED BY 2 MANIFOLD PERFORATION SIZE = 114" 3G' PERFORATION SPACING = 5EE SAS DETAIL 44,5 / 44,9 /J/ l a�a�e l/J/ v `�0 DESIGN ENGINEER. LATERAL LENGTH = 8.5' //ll l/ /JJ NOT TO SCALE 19.)SOIL REMOVAL: ALL FILL AND SUB501L SHALL BE REMOVED FORA DISTANCE NUMBER OF LATERALS =9 // �OO� _ OF 5' FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER, LATERAL DIAMETER= I" SOX J ' fie, O� ` JJ 44A LAYER C 1, APPROX 4' BELOW GRADE, AREA TO BE BACKFILLED WITH CLEAN SAND \ /!r �'(\0)� (O� / PLAN AND COMPACTED TO MINIMIZE SETTLING(SEE SOIL'LOGS), ALL FILL MATERIAL SHALL LAUNDRY KITCHEN MEET THE SPECIFICATIONS OF 3 10 CMR 15.255(3). i' Q�GOv�'a Xi l/ N BATH SCALE 1 "=20' GARAGE E ZABEL A 180 14X 18 SHALL BE ADDED TO THE OUTLET 20.)AN EFFLUENT FILTER(US I TANK. l'l� �\/✓YJ lJJ/ v LOT #2� � HIS, AREA IS SERVED 1 BED END OF THE EXISTING 1 000 GALLON,SEPTIC T 21.) PLEASE REFER TO 310 CMR 15.254 (D) REGARDING THE INSPECTION Area= 19,289 SF+ BY r01/\/N 1/\/�\TER• OF THE PROPOSED PUMP, ALARM, AND EFFLUENT FILTER. DINING AND MAINTENANCE SECTION A-A' 43.8 ENCLOSED I ST FLOOR PORCH CR055-5ECTION OF DELIVERY LINE / MANIFOLD CONNECTION o �� NOT TO SCALE a 4"PVC PERFORATED VENT PIPE(TYPICAL) I"PVC D(5TRIBl1TION LATERALS FYl'ICAL) TO Q�` BATH 2,5' 4' 4'- 4' 4' 4' 4' 4' 1 .5' .i BED Pq�� \ BED y �c��c4sWetland 34.9 - - ' - -�-3s�- • - _ '"�3\ 2ND FLOOR 2"DELIVERY LINE 2"MANIFOLD,CAPPED END 6 A 35.4 90O.'. AL PUMP Cf�IAMBER FL OAT DETAIL .Is. UNFINISHED NOT TO SCALE `� A. Inlet EL=42.00 - ` Storage Volume Alarm "'( Y CALCULATIONS : (2) FINISHED ROOMS B U O I A N C �` NO FULL SIZE WINDOWS (254"- G20 Gallons) 61 Pump On ���.. 1 000 GALLON PUMP CHAMBER 48" Cycle Volume(2�'-48.G Gallons) BASEMENT UNFINISHED Pump ON/OFF FBI= (8.5'X' .83'X 0.T)62.4 LB/CF (Based ou Estimated Seasonal = 1,7e3 1s5 High Groundwater EL=37.87) 20"Sump F,,I=TANK WEIGHT+SOIL COVER Lateral Access Ca 8,2401L•>. (Per.5rec)+ (8,5'X4.83'X I.I')X 100L5/cP p DETAIL Of LATERAL ACCESS CAP = 1 2,75,: Ibs at end of each Lateral F`NI= 1 2,75F!bs>Fel= 1,793 Ibs (SEE DETAIL) NOT TO SCALE 4"SCHEDULE 40 PVC ACCE55/INSPECTION PORT TO BE INSTALLED WITH PVC SCREW k-AOFA1ASs9 ON CAP WITHIN 3"OF FINISH GRADE Finish Grade PLACE AN 1 8" PIECE OF#5 REBAR NEXT O� KEITH FLOW PROFILE: �-� . TO PORT FOR FUTURE LOCATION 4".Sch. 40 PVC Vent Pipe ,_ G^PVC Sleeve with I ` ���.��� FEfiNANDES R` screw-on cap for access -� NOT To SCALE (Passive vent) by"Sweet Air" ELEVATI ONS CRITICAL P Q I"Screw-on Cap ! � �ilV1L N 24"DIAMETER CONCRETE COVERS Proposed EL=44.5 (MIN) I Np.48725 RAISED TO WITHIN G OF FINISH 24"Diam. Cast Iron Frame and Cover OR AS NOTED Raised to Grade I'PVC Access Pipe p S@/ TEG�<c�'Q TOP OF FOUNDATION GRADE ( ) Use LeBaron LK I I OA or Equal Manifold to be below (Must Be Sealed Watertight) l lteral invert as shown. ARROWS STAMPED ON UNITS ` OhAI EL=45.7± MUST POINT TOWARD D-BOX. O 9 *NOTE: STON ELESS SYSTEM ,;•..,,;., Exlsting EL= 44.Ot Proposed EL=44.0± 9" Mm - 3G" Max r: ;�.��/'\ 43.7± .. Base of 3/4'-1-1/2'Stone 6� X�.,, '�'-�-\• '�� - A so led they can be real be ched / trorn manhole cover, t HIGH GROUNDWATER LEVEL CALCULATIONS: 8.5"Chamber 11 3 43.25 I"Dls.nbution Lateral I/4 Vent Hole - 42.9:: Depth To Water Table (10-8-10): EL=35.07 »��j �� ` Check 43.00 47.5G Appropriate Index Weil: 5DW-252 / i , n� j�j,�� WILLIAMS RESIDENCE Valve 2"Delivery Line C -- - � '-'' + 90°' CULTEC C4 UNITS (9) Water Level Range Zone: C (3-4') - Gate Valve 2". . Fo re Main 5.P Current Depth To Water Level For Index Well (03/10): 47.3' // C/O Northeast Construction, PO Box 2350, Brewster, MA 02G3 I 1 + q (3) 8.5' 1" LATERALS A' Water Level Ad ustment: 2.8' /// / d 10" 14" 42.2 i Alarm ON 5CH 6-U PVC J Estimated Depth To Hi h Water: EL=37.87 �`�=--- SEWAGE DISPOSAL SYSTEM DESIGN 311 Exisbn',j 3/8"Bleeder 4?_.00::_ p g 42.00 I Hole I CF Poured �-EL=37.87 HIGH GROUNDWATER "PER TECHNICAL BULLETIN 92-001 INSTALL NEW INLET • O Pitch 2"dia.Force Thrust Blockmg LEACHING CHAMBER 2 8, 15 HaVlland Way, Centerville, MA TEE OUTLET TEE See Note 48" Main Bace to the at all bends #15 Purnp Ch:,mber USE 9 CULTEC C4 UN175 @ 8.5'x 4.0'x 8.5" _J_Q- EL=35.07 OBSERVED GROUNDWATER IN TEST PIT#1 10/8/10 W/EFFLUENT FILTER - USE cul_TEc 41 C) FILTER FABRIC J.M. O REILLY �C ASSOCIATES, INC. " .tee-1-'?w`d�• •... ... :, `.`...:.mow-.a'�=:',.:.:..,u 'M r I •._.:��__._�. 2' Delivery,Line to 2 Manifold O 20 40 60 Professional Engineering & Land Surveying Services Existing (9) 1" Laterals with (2) 1/4"Burr-free Perforations including vent a 1000 GALLON 2,+ 37.2± - 10'± TANK PROPOSED (See 5A5 Detail For Number$Spacing)drilled at the 12:00(up) position SEPTIC 1 000 GALLON 114" Vent Holes drilled above 900 bend at each end of each Lateral SCALE I "=20' 1573 Main Street - Route 6A INSPECTION NOTE: PUMP CHAMBER ( ) MA 02631 (508)896-6602 Fax P.O. Box 1773 42 508 896-6601 Office Brewster, DATE: SCALE: BY: CHECK: J08 NUMBER: PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. MTF/ G.�AAJobs\Northeast Const\WilhamsG380\DWG\G380sds.d 10/19/I 0 As Noted KE wg F JMO JMO-G380