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Home My WebLink About0029 IRVING AVENUE - Health 29 Irving Ave Hyannis A=286-005 I I i i TOWN OF BARNSTABLE LOCATION 9,, SEWAGE#r4a®6- Q/i VILLAGE / �yf�+✓� ASSESSOR'S MAP&PARCE ►'' INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 15W C C LEACHING FACILITY-(type)4� /W s �� (size) NO.OF BEDROOMS OWNER PERMIT DATE: //,?y-/a 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 l� I caµ . �4��ai. , , � � _ _ I -: ��, I � f.. i '1`\-\ 1 t � � ,� c G-. 00 �tME tp� Barnstable Town of Barnstable) B"R` �$ Board bf Health 200 Main Street, Hyannis NIA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi F January 4, 2011 ly Mr. Peter Sullivan P.E. �O Sullivan Engineering 7 Parker Road Osterville, MA 02655 , RE 29 lrvirl� Avenue; Hy'ann s` ort A=28,0, Dear Mr. Sullivan, You are granted variances on behalf of your clients, Rhea P. Clark Trustee,Marcia and Frederick Floyd Trusts c/o Picotte Companies, to construct an onsite sewage disposal system at 29 Irving Avenue, Hyannisport, Massachusetts. The variances granted are as follows: l e 310 CMR 15.211: The septic tank and distribution box will be located five (5) feet away from the property line, in lieu vof the ten (10) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located one (1) foot away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The soil.absorption system will be located three (3) feet away from a foundation wall, in lieu of the twenty (20) feet ' minimum setback required. 310 CMR 15.211: The soil absorption system will be located five (5) feet away from a water line, in lieu of the ten (10) feet minimum.setback required. 310 CMR 15.221 (7): There will be 41 inches of soil cover above the soil absorption system, in lieu of the 36 inches maximum allowed. Q:\WPFILES\SullivanRheaClarkIrvingAve201 l.doc The variances are granted with the following conditions: (1) No more than five (5) bedrooms maximum are authorized at this.:property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The septic .system shall be installed in strict. accordance with the engineered plans dated November 22, 2010. 4 (3) The designing engineer shall supervise the construction of the, onsite sewage disposal system and shall certify in writing to the Board of Health 'that the system was installed in substantial compliance with the submitted plans dated November 22, 2010. These variances are' granted because physical constraints at the site severely} restrict the location of the septic system components due to the small size of the parcel. The proposed new soil absorption system appears to be designed to meet the maximum feasible compliance .standards contained within the State Environmental Code,Title V. r Sin rely your Wayne; iller, M.D. Chairm n Q:\WPFILES\SullivanR-heaClarklrvingAve201 l.doc s ,per �.\ COMMONWEALTH OF MASSACHUSETTS 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. 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. August 29,2008 Glenn Haas,Acting Assistant Commissioner Date ` Bureau of Resource Protection_ ` This information is available in alternate format.Call Donald X Gomes,ADA Coordinator at 617-666-1057.TDD Service-1-500-29&2207. MassDEP on the World Wide Web: httpllwww.mass.gov/dep 0 Printed on Recycled Paper l 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 CUR 15.000. H. 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 90 x 12.5 6 Contactor 125 30 x 75 x.18 12 Rechar er 180 36 x 76 x 20.5 14 Rechaz er 280 47 x 84 x26.5 20.5 Rechar er 330XL 52 x 102 x 30.5 24 2. The System misanoPen 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 II item.10. "All models also include a Heavy Duty(HD)model for H2O loading. .a 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 Leaching2 Leaching' Area Area SF/LF SF/LF Field Drain Contactor C4 NA 3.5 Contactor EZ-24 3.9 NA Contactor 100 6.7 NA Contactor 125 7.5 NA Rechar er 180 8.9 NA Rechar er 280 NA 6.4 Rechar er 330XL 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,1.00 (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 r 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 .3 10 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 SFLLF 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 b iseYaggregate for the Fiel"d Drain Contactors, up to 18 inch-es'-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. <j 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 Ahe 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. 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 Companyto 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. I 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. VI. Conditions Applicable to Installers of the System • CULTEC Modified Certification 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 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. f DATE: D 70 FEE car'o6 = BnaNsrAsta,9. - nt�ss' REC. B Town of Barnstable V SCSSD. DATE: �3 l Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,MD.. FAX: 508-790-6304_ Junichi Sawayanagi Paul 7.Canmf$D.M-D. -- _:.--- - ----.:-- -V-ARIANCE RMOU -ST-FORM— LOCATION -Property-Address:-_ Assessor's Map and ParcelNumber - - Wetlands Within300 Ft. -Yes Business Name:: No �— Subdivision Name: APPLICANT'S NAME: 1 Je C-�%Q��i� 7-r- Phone- Did the owner of the property authorize you to represent him or her? - Yes * -- --No—. - PROPERTY OWNER'S NAME CONTACT.PERSON Name: n?a.r ,i i- V i,f& )c-lC -rCIz--S -Name: 55 LA_I J ✓a /i Address: 02 C? ` s i?!cr�"e, [( 1?c P_( elvd4l �ddress: )00 &OX 1, %. elsk-1 /9 lba_i-tj /V 1i -023 76) , Phone: Phone VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May-attach if more space needed)_ . C-3 NATURE OF WORK: House Addition 13 House Renovation Repair of Failed Septic System W Checklist to be completed b office staff-person erson receiving variance request application) ( P Y .� aB'P S. 9 Please submit copies in 4 separate completed sets. m _ w "four(4)copies of the completed variance request'form - — Four(4)copies of engineered plan submitted(e.g:septic system plans) tf Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled.dimensional floorplans submitted(e.g.house plans or restaurant kitch_enplans) ✓j Signed letter stating that the property owner authorized you to represent him/her for this request _✓ Applicant understands that the abutters must be notified by certified mail at least ten days prior to-meeting.date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee.only], -- outsidedining-van anae renewals Isame owner easee ordyr varianeeso repair faited sewage disposal systems[only if no expansion to the building proposed]),- Variance request'submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APAPPROVEDJunichi Sawayanagr REASON FOR DISAPPROVAL Paul J.Cannif;D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC ''-T r h DATE: 7d7o FEE:��•nC� 1ARNSfABLE, MASS. 034• 0. REC. BY 0p' Town of Barnstable SCHED. DATE: 3 0)0 Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862 4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: �? �r✓i ,17 A b�E 17 t l r 17�Z 6 -) Assessor's Map and Parcel Number: c52& )-().5 Size of Lot: Wetlands Within 300 Ft. Yes Business Name: No .7— Subdivision Name: APPLICANT'S NAME: /�U, to° (',/Lrk , T(_- Phone Did the owner of the property authorize you to represent him or her? Yes , No PROPERTY OWNER'S NAME CONTACT PERSON Name: IPa-.rCvj?t tl- Rre )C.IC I-to`yd_ 7Cl,,S7.SName: e5 LLil i i/4 h G l�J %� en 7?v Address: �2 0 (' C�!'eo l^d¢-&e 6C�e�PS g/v°cj�1'(XAddress: PC) Phone: Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) P91-le- __ NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) +� Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian ✓ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) f j Signed letter stating that the property owner authorized you to represent him/her for this request s f`Q _✓ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's,exj)ense (for '=Tale V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) u� Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same otvner/lessee on]}�] C. outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no ek',wpassion to t Ue (jr' building proposed]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman _ NOT APPROVED Junichi Sawayanagi G T- REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. W } C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC I ti Attachment RE: 29 Irving Avenue, Hyannisport Map 286 Parcel 005 This property consists of an existing 6 bedroom dwelling constructed circa 1948 on approximately a 0.12acre lot. There are no wetland resources nearby and the property is not in groundwater overlay district nor an estuaries overlay district. There is sufficient suitable material under the system and there are no groundwater separation issues. The variances requested are all due to the geometry constraints of the existing property. The owner is reducing allowable septic flow to 5 bedrooms. There.are no variances required under the Town of Barnstable General Ordinance: Chapter 360, On Site Sewerage Disposal Systems. The following variances are requested from the State Environmental Code Title 5: • 310 CMR 15. 211: Minimum Setback Distances(1): Property Line 10' setback required and the following separations are requested: 5' for septic tank and distribution box 1' minimum for leaching facility Set back from water line; 10' required and 5' requested Set back from cellar; 20' required and 3' minimum requested • 310 CMR 15.221(7)Top of all system components shall be installed no . more than 36 inches. Requesting an allowable cover of 41 inches. The above requests are in compliance with 310 CMR 15.403: Local Upgrade Approvals 310 CMR 15.404: Maximum Feasible Compliance and 310 CMR 15.405: Contents of Local Upgrade Approval. Lastly due to the restricted work area at the property,we are requesting that we perform the witnessed percolation test and deep observation hole(s)at the time of installation of the septic system. Based upon our non witnessed test hole and soil evaluations on abutting and adjacent properties we feel that the soil profile for this site is consistent with the findings in our non-witnessed observation hole. Sullivan Engineering,Inc. Osterville Page 1 of I r ! - - - - i " 1 � , i i I � _ f a � , 1 1 ! Aoi 17 17. —00 i e. _ _ S 02/23/2010 09:42 FAX Cj0011U01 February 19, 201 C Town of Barnstable Board of Health 200 Main Street Hyannis,.MA 02601 RE- 29 Trying Avenue, Hyannisport Map 286 Parcel 005 Dear Board of Health, As a trustee of the Marcia& Frederick Floyd Trusts, please be advised that Sullivan Engineering, lnc. has permission to represent the property owners before your Board in all matters pertaining to the septic system at the above referenced property. Sincerely, Rhea P, Clark, Tr. I Town of Barnstable Geographic Information System 287155 February 17,2010 � #25 #50 0 #50 297010 287154 #41 #47 287004 #692 287 003 #17 .3 =237001002 287005 #70 266 031 #2 266033 b :.! _ _ 287147 .#12 - - #56 287002 r #a4 a V 1 N G AVE 1 R #29 W :::•286015 Q 286014 #47 #67 `:�:';:'•:�J-;-':,of(.i W Z .286006� OC O 265011002 09 Z 286034 f 955 #7 C 265010 #33 286003 286016 286 0 39 Feet 265011001 12007 #,7 #20 #26 DISCLAIMERS:This map is for planning purposes only. It Is not adequate for legal Map:286 Parcel:005 Board of Health Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located 1"=100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessor's tax parcels. They are not true property across the street. Abutters boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer p f� AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '286005' Direct abutters(no set distance) and the properties located across the street. Total Count: 7 Close Map &Parcel Owners Ow Mailingner2 Addressl Address 2 Country Deed . . _ CityStateZi_p 266033 ST ANDREW'S BY- EPISCOPAL CHURCH IRVING AVE HYANNISPORT, USA 1481/781 THE-SEA MA 02647 BUSSMANN, MARTIN& 1204 DORLEATH RALEIGH, NC 286004 ENGELHORN, COURT 27614 23843/98 CLAUDIA A MARCIA& 20 CORPORATE 286005 CLARK, RHEA P TR FREDERICK FLOYD C/O PI HIES WOODS BLVD 12211- , 0 USA 15485/231 TRUSTS COMPANIES #600 12211-2370 MANNHEIM REALTY, 712 FIFTH AVE NEW YORK, NY 286006 LLC 32ND FLOOR 10019 USA 18255/065 PERKINS,JANE HAAS,SALLY 701 HARLAN ST DENVER, CO 286015 CAMPBELL& CAMPBELL #33 80214 C183843 287001001 SHEPARD, ELIZA F C/O HILLCREST HART, PAMELA P 0 BOX 1666 PARK CITY, UT 12431/41 TR PROPERTY LLC 84060 -MCDERMOTT, WATERTOWN, 287001002 THOMAS J & 76 LOVELL ROAD MA 02172 23272/275 MARYLOUISE.P This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 10/25/2010. http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=BOH 10/25/2010 Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 phone 508-428-3344 ABUTTER NOTIFICATION LETTER RE: Board of Health Public Hearing To Whom It May Concern: As a direct abutter of a proposed project, please be advised that a Variance Request has been filed with the Town of Barnstable Board of Health. The specific project information is as follows: Applicant: Rhea P. Clark, Tr Marcia & Frederick Floyd Trusts Project Location: 29 Irving Ave., Hyannisport Assessor's Map and Parcel: Map 286 Parcel 005 Project Description: Upgrade/repair of septic system. The list of requested variances is attached. Applicant's Agent: Sullivan Engineering Inc. 7 Parker Road, P O Box 659 Osterville, MA 02655 Public Hearing: Location: Barnstable Town Hall 367 Main St., Hyannis, 2"d Floor Main Hearing Room Date: November 23, 2010 Time: 3:00 PM Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis, and at Sullivan Engineering's office. Please call if you have any questions regarding this notification. Please call the Board of Health at 508-862-4644 on the day of the Public Hearing to confirm the location and time for the hearing. T No. a u (u - �,' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: . PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes �pIicatiou for iposal 6pstem Cousquctiou 3permit �� QJ� �t& Ire v p�, ,�I� fC��1/ fry e�nec v�s.Pk� , Application for a Permit to Construct( ) ReV, )' Upgrade l ) ( ) R Co plete yste Individual Components Location Address or Lot No.'Zc Q�1�(�1 L f�v E Owner's Name,Address,and Tel.No. �A'iAPkr,- i5�FC2N Assessor's Map/Parcel 2ia4 ce S feil 00 Installer's Name,Address,and Tel.No. 6AX-1-171-9399 Designer's Name,Address,and Tel.No. �8-q28-334�\ 've,e"TbLo-Ti\ Cbras,fLvCn0" `•lk L C-vE2SuiL��tgti1 ?e i fl2KE2f'bs�e7 `\S- 1ivv�ST►2 eDne� i{`4A� A �\t�L`i 30LL\VP,1A 'F_�G(Mlt.C•7Cj,, C, `f,C US Q��u_r, Type of Building: Dwelling No.of Bedrooms J Lot Size , 3G\ sq.ft. Garbage Grinder(VA0 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 55 gpd Design flow provided 2 gpd Plan Date F C-15, 1S)—eo 1® Number of sheets k Revision Date M ZZ l c) Title S, IE PCA,,x '�o J?OSC_=o S EeZL C EPAtiZO Z9 A.v �Y_AA)MSFO2.7 Size of Septic Tank t 5� Type of S.A.S. C u L.i C—L 1A 3 Description of Soil O- ►-d Apt %O`i e31Z g"- "3 LAy Cut 19 -3Cc C, VayiE2 -I2t> C L�� &2 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 Environme ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si d Date Application Approved by Date A Application Disapproved by Date for the following reasons Permit No. :2-is/U -t� G Date Issued I a (! No. a o u �" ,` �,- �:�"{• 4 A;i�h Fee THE COMMONWEALTH OF MASSACHUSETTS. Entered in compute;: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS .l ` IY�Xonstruction Vermit application for tsposaY 6pstp N"up C� �l-e 0 f ��.� Tt✓l/ f C dSl /� f�P e(f�(l/�p Application for a Permit to Construct( ) Repa( ✓Q sUpgrade O" andon( ) ®CorP►plete System individual Components Location Address or Lot No.29 I Q.v e 1u e A v E Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ze,(o Qb 5 Installer's'Name,Address,and Tel.No. 5'ua-'7'71-9 39 9 Designer's Name,Address,and Tel.No. $-42'L-334�� 7C. >Tbl_O'Te 1 COnIs^,2vG�1QNA ,1.A C ��rliLGE+Z�s�� 15 tiv,�usT�zy �2L�n7 0A.,2.5MtU Mkl-.L5' StULL.e VHIu IF-N6l N`cT,C1 ).kt✓ 0s-N-EzV Lcr,, Type of Building: r Dwelling No.of Bedrooms J ;Lot Size sq.ft. Garbage Grinder(*k 4 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) S 0 gpd Design flow provided G 2(o gpd Plan Date \-G 6, \b t 2U t O. Number of sheets Revision DateC,�II Title .`J�1r ?cHrU �2CUPOS(_C �E 1C_ �C,eakg—�, �9 �zV�'naC7"�V �iyP,JUNtS?C)(?— \ Size of Septic Tank k S00 Type of S.A.S. CUL.Tr_—(.. t2EGN+1 Q ��2 t K Description of Soil C)-E'er" L.o+•awt �O`I e 3,1Z Sr - fir'3 1 �a.�i G�2 t t>N\Z_5/(o Ce2— Nature of Repairs or Alterations(Answer when applicable) r� Date last inspected: / Agreement: ' The undersigned agrees to ensure the construction and-inintenancce of the afore described on-site sewage disposal system in accordance with the'p`rovisions of Title 5 of the Environment ode and'not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. , Si dA Date Application Approved by R,(� ',K< - Date ,l l }� /v �hr Application Disapproved by r" Date for the following reasons Permit No. U(U -L/ r1bate Issued )117 61 • --------------- ---= -= -__-- «) THE COMMONWEALTH OF MASSACHUSETTS f u / BARNSTABLE,MASSACHUSETTS r 3 Certificate of Compliance 4" THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(y) Upgraded( ) Abandoned( )by L""- :ate' (%V �N-1-41 C.-U nl- 7-/\-Q L7,+ L^� at 29 tL\J I KA V ?Oe—T has been constructed in accordance with the provisions of Title 5 and the for DisposalSystem Construction Permit No. ;0 tl -Y44 dated ► Installer U 02T C� t_C�'�T l l�0 F.l S�1Zt�C RO ti a Designer 'FE 5IZiZ O R► L V A4Q 1�G• ra e #bedrooms Approved design flo)�/ y�'� J gpd The issuance of this permit shall not be construed as a guarantee that the system wil� n as desig d.Date �- tInspector K No. 2 ll/u ' �V Fee f�� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction 'ermit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at Z9 ZJ eV G AV C 4,4k,a t a t s eo 2� i r e ?J and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permi Date I I I L;) y& Approved by 'Yj" DEC-17-2010 11:17 From:BORTOLOTTI CONST 5oe42B9399 To:15087906304 P.1/1 12/1512M 17:15 506428961' SULLIVAN ENS INC RAGE 91 Town of Barinstltble Regulatory Services Thomas F. Geller,Director t l Public Health Division Thomas lV CKMO,ffireetor zoo]fain Street„ Hyanals,MA 02601 Office: 508.862.4W Fu: O&M-6304 Date; Sewage permit# �0/d- 11441 Assessor's Map/Parcel olffo066* Deelgner: &4 r Y i ,E LtstaUer: �r Address: / +W10L A ' 2Q[','Address: .7 g"lls oyg On af�).e-4� ai s was ued a permit to iDstall a '(date) er septic system at o.2 9 J Vdc rd on a design drawn by o ac/1i fC�df. �� i iLeari' the ' dated /IA"11 a e ) • f catily that the soot system reflood above was installed substantially according to the design, which may include minor apl mvcd changes such as lateral relocation offt distribution box arullor septic tame. Sknpout (if requircO was iuepectad and the soils woo fbund sadafctory. I certify that the sopdo system roferoced above was imWed with m or changes (i.e- greater than IQ' ZMml relocation of the SAS or any verdoal t'olocation of any component of the septic system)but in w4ordawe with State&U441 Regulations. Plan revision or cmrOed as-built by designer to follow. Stripout(if required)was inspected and the soil9 wem fo satisfhctoryr. . , er's Sty SOUNAA Na,29I93 J., �ttnr s i lure p pLILASE U q�aff9ro fiyrn,�dgigderarneiflaodan immdon - - _ Provide One Inspection Inlet In Final Chamber To Loam Within 3" Of Finished Grade Consisting Of 4"0 ...........•........ (Native May Be Used) Perforated PVC PJpe WJth Screw Cap Extending afive Through The Chamber Into The Soil Below 8aedcfJil - ..SH'h»»•.i:�.:«.9:•• ::Y.:IL:IA:•tt.G». 3 v?,.:i:>�"= +•` ':::•• Sletem Suitable : ::i:::.r:::•.• r r:-. Back1711 t. (Native May Be Used) inspection Inlet o o a: ;r • See Note 6 (t)p.) Cross Section t� ee FCter F.G.G EL. 56.00 PROPOSED INVERT fly F.G. EL. 57.00 - 53.50 = abric . . EL. 54.10 u Flow Equilizers r' As Required Existing EL- Proposed " 5wT 36 1500 Gallon +► 53.65 Septic Tank EL. TRi+ EL. 53.64 {f)* Pro. (See Note 10) D-Box 5 .33 52.74 (2) •�� PC neb CROSS SECTION OFEL. 53.70 1 RechaTo Be Installed On / Ei. 5220 2 Ch CULTS RECHARGER 180 (2) Bedding,"T"s :a:: :;r:: ::,;: a. 51.03 (2) NOT TO SCALE ' Inspection Port. .. .. .! !'4 4:f ...mo " q in _ e. & BoHels ::,,p{E:•a ri j ;? # ?F: :•:' of as Per Title 5 {i 1e i:Q.... iNSPTf .0' 91171ff, j. o :r•.: ;,.r. :: a. r.I et ® ts�1:: 5 No Groundwoter ! :::^v : //��'.• +♦. f^ .7: �rj•,•M.4..f•'�,1i,f\ .�.s:1. .q... yr% •a r• '��- .•,9,?,tr:J;,Ii y ..�'•y.,.s•.i.�'.�'.• �'il :Q.,Yti�;=j•iw5•�?':•�\•�t s ;.`•y.�sly..r,1r,::ti=F .•� : „• i: ompacted Fryl Estimated st i at ed High Groundwater r and wat s Provide One Inspection inlet In y,,,'.+.`K rfis..i"x,z,• ;.`: :r'"�;i�f?», ::.FUter t i;!`c DEVELOPED PROFILE OF SYSTEM P Finis Chamber To Consisting 3 of .Finished Grade Consisting Of 4" ...::t rr .h-,•�i,i ._` � l:�%�: a.• .r�� 0 Perforated PVC Plpe Wlth NOT TO SCALE Screw Cap Extending Through *� The Chamber Into The 501 2 Inch Stone M Location Map. ' Below J- inch Washed = Added for N-20 „ a CO ,h Load Capacity Only 1 =2,000± CO " ASSESSORS REF.: Ell �� Map 286, Parcel 005 a f Irving ExistingPROPO / (40' wid _ � sale e Public Way) OVERLAY DISTRICT: PROPOSED Avp-nue iNSPEeTioN / _ -amw .................$Fi! i PROPOSED 4" AP ,,� / 12• 36" m Aquifer Protection District h --alw\ S. 2 Edge Of Pavement �� ZONE: FLOOD ZONE: r .__ < r CROSS SECTION OF _ Fnd a=---='` ► `� f l/ S/ate�cl` 1 Picket '� \ y�' CULTEC RECHARGER 180 HD(1) AreaF min. 43,560 SF Community Panel No � `---a�� 3 NOT TO SCALE )' 250001 0008 D aww Stocr;ode Fce otrw ~ \ Fronta e min 20 # Jut 2, 1992 �EN T ❑ ❑ ❑ s 820 s5u E Lawn ; 4---- r, ``-- a�n+ d th �m in) 125, Y / A ❑ *, o_'_a /) �h, Setbacks: �x4 / Z Fran t 30' f Side 15' o o ❑ ❑ ❑ ❑ -'-- ---- scone warr x,. h 1 Rear 15' f BARRIER DESIGN DATA VARIANCES .� J 5• . + Covered Entry 5+,k , 4 / ExistingSmgkFamOy \ wood =---� MIN. keep MIN. Lawn Deck (SEE ALSO IV 77; I TH / N GarbrbageGdDdlcr I NOTE 3 ��..� Par el Area W Total Darcy Flow=sso cPD 310 CMR 1s.211:SETBACKS Use l Daily Gal Tank PROPERTY LINE:1.0'REQUIRED m u PROPOSED f -5� 5'PROVIDED FOR SEPTIC TANK/D-BOX a 5,.301 SF TED Af D-BOX I Lawn:' LEACHING AREA •r Pf o� Rs Ass u 56-- I a T c ° PROPOSED 29 I o / O 550 GPD/0.74(LTAR)=743 SF Regarted CELLAR WALL:20'REQUIRED CE REQUESTED SEPTIC TANK 2 Sty w/f i 3 743 SF!8.9 SF/FT Redwger 190 E13ective Leaching =3'PROVIDED f Per MA DEP General Ptamt Dwelling I � 1r vARIANCE>zJeQUESTED J 1 ! $ v'� =93.5 FT Required d WATER LINE:I&REQUIRED B.M. F.F. EL. 57.4 f 95.0 FT Provided •5'PROVIDED ` i O nn 5 /� 5'VARIANCE REQUESTED � EXISTING �sz4>; �aU -�-4s.•, ` J,- S.A.S.DESIGN NG 0 f t-� . yea All Pipes to be Sche&*40.Use 310 CMR 15.221(7):TOP OF AIL SYSTEM COMPONENTS REMOVED 15 Cnitec Recharg er 180's in a 36"MAROVIDE ED REQum / &//s�ao / /i f l Lawn // T r(1) end a 3'X 633'(2) 41"5 VARIANC13 REQUESTED 0 4trxs SEPTIC NOTES TEST HOLE '. ..- yti s s 0' t, / •/ 8` 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours PERFORMED BY:PETER SULLIVAN,P.B.-SULLIVAN ENGINEERING N 82 4,9 0 J" / Lawn 5�� l .� Prior to A"Excavation For This Project till Contractor Shall Make MA SOIL EVALUATORNO.2376 yy � -. ," Post de Ratl sari p � q \ __.. � the Required Notification to Dig Safe(1-888-344-7233). FEBRUARY 18,2010 50 -` "� k 2.The Contractor is Required to SwneAppzoFWe Permits Frain Town Block Walls 5 f O 48x9 `� p' 111.E " .-•.................. � eo i Agencies For Constmctian Defined This Phm. 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Stone Waft x 4 /' �/ A Be Constructed of Class 150 Presswe P' and Shalt be Water Tested to EL.51.5 r """' nd ,.•- Pipe EST HOLE CB � T 1 Assure Watertightness. In General,WdwLhm ShallbeConshadedin LOAM 10YRY2 Martin _ lqE �¢j Coordination With Hyannis Water,and Shalt be in Accoidence VERY DARK GRAYISH BROWN % . & Clavdta Busmrann _ ..rr._� `` / \ With 248 CMR 1.00-7.00&310 CMR 15.00. g" 50.8 * I1 a Bk 71911324 _ _ _ Lawn r _ _ ebor / Rexlem d Components. B LAYER 10YR5/6 • ,• _ _.,_ - _ - R \ 4.A Minimnm of 9"of Cover is for All -- .� Fnd 5.AllStruchrresBuriedThreeFeetorMoreor YELLOWISHBROWN __ _ _ _ . ..- -......... Subject Edhe Of Povernet to Vehicular Traffic to be H 20 Lording.It is the F.n&c&s 19" MED.SAND 4 .9 + / n Recommendation that H 20 Always be Used. Cl LAYER I0YR6J8 L:-f//',3 f� �• "' 6.Install Watertight Risers and Cover to Within 6"ofFinished Grade BROWNISH YELLOW �,,q7 O Over Septic Tank Inlet and Outlet and D-Box. 3 MED.SAND 48.5 . 733 '' o \ `� 7.Septic System to be Installed in Arc ardonce With 310 CMR 15.00& C2 LAYER 2.5Y 614 .4, � rr S 248 CMR 1.00-7.00 Latest Revision and the Town of Bamstable LIGHT YELLOWISH BROWN' IN, // Board of Pipingto be Health Re NOORtnJNDw 120" D.SSAND 41-5 B.All RENCOLUTMED 9.D-Box Shall Have a Minimum Inside Dimension of 12",and aMmimnm Sump of6". � 10.Inlet and Outlet Tees Shall Be Provided for Septic Tank Net Teas Shall Extend a Minimum of 10"Below the Flow Lice.Outlet REVISION: Extend Impervious Barrier DATE: 11 Z2 10 _ Tees shall Extend,14"Below the Flow Lime,and Shall be Egrriped With a Gas Baffle. TITLE: � PREPARED BY: PREPARED FOR: NOTES Site Plan 1.) The property line information shown was Rhea P. Clark Trust compiled from available record information. (� Proposed SetiticAnnf-�epair Sullivan Engineering, Inc. CapeSurvMarcia & Frederick Floyd, Trustees 2.) The topographic information was obtained from ° AtPO Box 659 7 Parker Road an on the ground survey performed in SEPT/09. Osterville, MA 02655 Osterville MA 02655 C/o P/rof e Companies 3.) The datum used is NGVD 29, a fixed mean Avenue (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax 29 Irving ing Ave/ 1 20 Corporate Woods Blvd, #600 sea level datum. BAI�NSTAB,t ( Y p ) MASS, Albany NY 122112370 4. The intent of this plan is for permitting ° H annfs art ) P P 9 -� Draft: J00 Field: RRL / MLL 10 0 5 10 20 60 a septic upgrade only. DATE: SCALE: Review: PS Comp/Draft: RRL 5.) This plan is only valid with an original February 18, 2010 1 = 10„ , Proj. # 98043 Project , : C292 stamp and signiture. Provide One inspection inlet In Final Chamber To Loam Within 3" Of Finished Grade Consisting Of 474 ......,..••••.•••... (Native May Be Used) Perforated PVC Pipe With Screw Cap Extending otive Through The Chamber Into The Soil Below Backfnl ;ti rr::.:.r•.,•ax: ;ii,:;•s:; _ System Suitable Backful Motive May Be Used) inspection Inlet See Note 6 (typ.) ee Cross Section N y F.G. EL. 56.00 j o ricFilter + F.G. EL. 57.00 - 53.50 PROPOSED INVERT EL. 54.10 0 = Flow Equilizers Existing i� I f As Required Soil P roposed d Pr EL. cep 1500 AM Ton EL 53.64 (1)+ "l"Septic EL.(See N 5.133 52.74 (2) " Pr. red CROSS SECTION OF C 1 eC EL 5320 1 ReCh er 180 CULTEC RECHARGER 180 (2,To Be Installed On � EL. 5220 2 Ch bar ��•• Stable ompoc a ose EL 51.93 (1) +" Beddin ,"T's; EL 51.03 (2) NOT TO SCALE e ~ 9 Inspection Port eat ? to r err Baffels :At :{ ? :Y�-q: '•`fl a; Ae t�i�y F t as Per Title 5igi: lFfi9F:'.Kf1Ft(f�1eQFi' y tir. �,3....a+♦{.:ra• •r�r:• :ryy.:.{. :�• F' i.r' ' laf: �,: !. 41.5 No Groundwater :r. .,�.;K '+•t�� ":•r Bey :«: t. '`' i r:!. . ,Ik r' 9. r. .+•A• ,.,r,r. •..+' r+�f: .Sl; t .i:.y.?r,'l. fa.':. •^i:.ti:5''*•i••.a`•�.• .ron,k;.^.ate..,..{:�w7.h!i•.,•1\'' omP acted Fill � ..;: «• q ',',.:. °r.:% .Cr. trr rd � r J a ,: i a Estimated High Groundwater . .'..y' .Yi::` r', wr�7 a:"a�• .t-w�;Ft�ti �?. yip a g Provide-One Inspection Inlet /n ay,•,..;,r,•.�� •>;- .s- „ , t;E;.�.r: �Fitterl a••c DEVELOPED PROFILE OF SYSTEM Per T.D.B. Groundwater Maps ••: 'r 4ti txt�yn„ F r: Final Chamber To Within 3' Of .- a*: T:� ,a•,• +:,Cr ;x abric,$'•. Finished Grade Consisting Of 4" �'+ '=.' "�;,, tit a.•r. ,J:f 0 Perforated PVC Pipe Both NOT TO SCALE screw Cap Extending Through The Chamber Into The Sofl Crushed Stone Location Map. Below 1-2 Inch Washed • Added for H-20 „ , CO _ Load Capacity Only 1 =2 000± ASSESSORS REF.: 1W0 w k Map 286, Parcel 005 lrv'n Existing San OVERLAY DISTRICT; / PROPOSED / 9 (40' Wide - Public Way) INSPECTION / IU7 nn ue / 4r AP - Aquifer Protection District ............... K / r • r .......... „s�xz........I\... INLET (TYP.) �� PROPOSED S ED y 1 -owwl ° 1 (1)----_(2) Edge Of Pavement y�� ZONE: FLOOD ZONE. /bH _�� - -«r» CROSS SECTION OF R>=1 zone � 4 i Picket Once °--` ---_.__Q„w \, y�� CULTEC RECHARGER 180 HD(1) Community Panel No. Area (min.) 43 560 SF y are afro 1-y`"�'`"`aw NOT TO SCALE Frontage (min)' 20' #250001 0008 D S 8521'00" E Lawn r�-- `--"'`-o---- f"ncafi_""""".-----cww \ \ Jul 2, 1992 /ENT p ) � � � �`. •• ••• ••••• • 120.55 1 °y-----_.,,._ aww Width min 125 Y ° 1 Setbacks. / 4 � ....... � � rant 30' Side 15' ° '', . ' stone wolf �. h // Rear 15 BARR/ / 1 6'/� T �/ DESIGN DATA VARIANCES v, l Jr __Covered Entry 1 5'•tt yp. 34x4 Existing Single Family Wood -----_ --' MIN. / SBedroom®130GPD 310 CMR 15.211;SETBACKS �a h MIN. Lawn 1 Z T1-// No Garbage Grinder °ef* (SEE ALSO 1 Q 1dr�el Area ;v Total Daily Flow NOTE 3) 1 _ / PROPERTY LINE:Itr REQUIRED m o J PROPOSED ` ►� Use 1500 Gal Tank RR SEPTIC T 5 01 f SF / `""'5� *5'PROVIDED FOR SBPTTC TANK/D-BOX D-BOX Lawn / LEACHING AREA 5'VARIANCE .°.' 0 # 29 ; 4 �~ 550 GPD 10.74(LTAR)=743 SF Requited R 1'9'VARIANCE REQUESTED v / y ,/ r SEP�CO TANK y / 1 ( �1 CELLAR WALL:23 PRE M 0 0 � 1 fi 2f 2 St W f � 743 SF/8.9 SF/FT Reeharger 180 Effective Leaching D well in ! / k k V Per MA DBP Genenrt permit Q 1 g v / a"I =83s FT Required 17'VARIANCE REQUESTED B.M. F.F. EL. 5 7 4 i RJ 95.0 FT Provided WATER LINE:10'REQUIR *Y PROD 'tl`\1 �5Z4 110 �g --4g S.A.S.DESIGN s vARIANCEREQUESTED O EXISTING ` a All Pipes to be Schedule 40.Use 310 CMR 15.221(7):TOP OF ALL SYSTEM COMPONENTS 15 Cultec Recberger IWs in it 36"MAX COVER REQUIRED 1 REMOVED �`• Lawn 3'X31.7'(1) andaYX633'(2) 41"PROVIDED / sr�°e ` / i / / Z Trenchs. 5"VARIANCE REQUESTED 413x5 SEPTIC NOTES TEST HOLE (( ► �h / y`G 5 x d, R / 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Fnd l / + �-4g` PERFORMED BY:PETER SULLIVAN,P.B.-SULLIVAN ENGINEERING 1 82-48'23" / f Lawn'S1/ / .� Prior to Any Excavation For This Project the Contr ew Shall Make MA SOIL EVALUATORNO.2376 ` W� 5 sour p / R \ the Required Notification to Dig Safe(1-888.344-7233). FEBRUARY 18,2010 Past & Ron 2.The Contractor is to Sectue -- -- ,,./ Block Wolis `^�� / � � Required Appropriate Permits From Town 4t1x9 ,� ` r, 111.64 ••.....,, �/ Do° Agencies For Construction Defined by This Plan. 3.Wherever Sewer Lines Must Cross Water Supply Lanes Both Lines Shall .................. �"�- nd r- Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to BL.51.5 Stone wan � � �--- ____. ......... ce � TEST HOLE-I NIP Assure watertightness. In General,Water Lines shall be Constructed m LOAM 10YR3f2 Martin -_ �- __ -49-- "�� Coordination With Hyannis Water,and Shall be in Accordance VERY DARK GRAYISH BROWN & Cloudla Bu � """r=....,,� / \ With 248 CMR 1.00-7.00&310 CMR 15.00. g" 50.8 Bk 7191rann / " .. � ,. /324 i Lawn \ 4.A Minimum of 9 of Cover is forAll ts. �_Ira A { --- -. - - - � r.. ._ .i _,_._ _ _._., ebar / ,, �P�� B LAYER I OYR 5/6 - - - - - ^' F d 5.All Structures Buried Three Feet or More or Subject YELLOWISH BROWN . !6 o to Vehicular Traffic to be H-20 Loading.It is the Engineers 19" MED.SAND �p4 4,$4 o Edhe Of Pavement �- 1' 4 %: Recommendation that H 20 Always be Used. CI LAYER l0YR6t8 49.9 .- / 6.Install Watertight Risers and Cover to Within 6"of Finished Grade BROWNISH YELLOW Slua x t ..+ m a7'` 4 .- Over Septic Tank Inlet and Outlet and D-Box ' •C N Q' \a 7.Septic System to be Installed in Accordance With 310 CMR 15.00& 36" MED.SAND 48.5 � Cis. i` g L H E U R E Uyi / r 248 C&IIt 1.00-7.00 Latest Revision and the Town of Barnstable C2 LAYER 2SY 6i4 <y 4 't NO. 34312 / LIGHTYELLOWISHBROWN , O j t Board of Health Regulations. 120" MBD.SAND 41.5 .� ��G18TE��Q // ~ 8.All Piping to be Soh.40 PVC. NO GROUNDWATER ENCOUNTERED t 9.D-Box Shall Have-a Minimum Inside Dimension of 12",and a M ern= q Sump of 6". j 10.Inlet and Outlet Toes Shall Be Provided for Septic Tank. Inlet Tees Shall Extend a Minimum of 10"Below the Flow Line.Outlet REVISION: Extend Impervious Barrier DATE: 11 22 10 1 Tees shall Extend 14"Below the Flow Line,and Shall beEquiped With a Gas Baflle. TI TLE: Site Plan PREPARED BY: PREPARED FOR: NOTES o Rhea P. Clark Trust 1.) The property line information shown was �� UrV compiled from available record information. Proposed Septic Repair Sullivan Engineering, Inc. pG Marcia Frederick F/oyd, Trustees 2.) The topographic information was obtained from AtPO Box 659 7 Porker Road an on the ground survey performed in SEPT/09. Osterville, MA 02655 Osterville MA 02655 C/O P%COtt@ Companies 3.) The datum used is NGVD 29, a fixed mean 29 Irving Avenue (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax 20 Corporate WOOdS B/Vd, #600 sea level datum. BARNSTAB'LE (Hyannisport) MAIIILs'. Albany NY 1221 2370 4.) The intent of this plan is for permitting Draft: goo Field: RRL / MLL 10 0 5 10 20 60 a septic upgrade only. DATE: SCALE: „ , Review: PS Comp/Draft: RRL 5.) This plan is only valid with an original February. 18, 2010 1 = 10 PII # 98043 Project # C292 stamp and signiture.