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HomeMy WebLinkAbout0071 TONELA LANE - Health L-A Tonel'a Large nst able 336 - 063 u m Ili i l G } �Ir July 23, 2006 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: 71 Tonela Lane, Cummaquid, MA A=336-063 Dear Sirs: I am in receipt of a copy of your conditional variances dated May 30, 2006 regarding the above- referenced property. Drawing your attention to Item No. 3, it is stated that the"septic system plan shall be revised to show all septic system components will be located a mimimum of ten (10)feet away from the closest edge of the stone wall located adjacent or at the easterly property line." BSC Engineering asked me to clarify this point with the Board of Health as it was the understanding of BSC that the point of demarcation for the ten foot set back was the center of the stone wall and not the nearest edge. Would you kindly respond as to this point at your earliest convenience?Thank you. Very truly yours, Ted Myers for Salted Realty Trust . Box 605 West Barnstable, MA 02668 = 0 (508) 362-0244 ? _.'r Y } i Town. of. Barnstable uv�ra�z�. Board of. Health 200.Main Street,Hyannis MA 02601 Office:.508-862-4644, Wayne Miller,M.D.. FAX: .508-790-6304. Sumner Kaufman,MSPH Paul J..Canniff,D.M.D.. May 30, 2006 Mr. Mark Dibb, P.E. BSC Group 657 Main Street, Unit 6A West Yarmouth, MA RE: 71 Tonela Lane, Cummaquid A= 336-063 Dear Mr. Dibb, You are granted conditional variances, on behalf of your client,' Salted Realty Trust, to construct an onsite sewage disposal system at 71 Tonela Lane, Cummaquid. The variances granted are as follows: N Section.360-1: The soil absorption system will be located 89 feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet minimum separation distance required. Section. 360-1: The septic tank will be located 81 feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet minimum separation distance required. Section. 360-1: The proposed reserve area for the soil absorption system will be located 86 feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than three (3) 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 applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the Q:DibbsSaltedrealtyTrust2006Rev2 sic r recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system plan shall be revised to show all septic system components will be-located a minimum of ten feet-away from the center of the stone wall on the westerly property line (using the most restrictive center point on the wall located adjacent to the septic system). The stone wall is not to be undermined or altered in any way during the excavation and completion of this project. (4) 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 revised plans. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity of wetlands adjoining the property. Sincerely yours, Way Mi ller, I r, M.D. e A. I Chaff an Q:DibbsSaltedrealtyTrust2006Rev2 slc ' r OF DATE: //�V/�/, i: $ FEE - y MASS& sbg9 �� 'RE TC C. Y B / �Fo� - n r ow of Barnstable gCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 71 TOne la' Lane', ` Cummaquid, MA Assessor's Map and Parcel Number:, 3 3 6/0 6 3 Size of Lot: Wetlands Within 300 Ft. Yes, X Business Name:~ No Subdivision Name: APPLICANT'S NAME: Kieran J. Healy' QS C— Phone 508-778-8919 Did the owner of the property authorize you to represent 1 im or her? Yes X No E. PROPERTY OWNER'S NAME CONTACT PERSON t, ' _ Name: Salted Realty Trust Name: .. x + Mr. Richard Setterlund, Trustee Address: P.O. BOX 605 - Address: . v i W. Barnstable, MA 02668 =F Phone: 5 0 8-3 6 2-0 2 4 4 Phone: r -) ARiANCE FROM REGULATION(U,t Reg) REASON FOR VARIANCE(May attach if more space needed) Section 360-1 No other area on site Septic tank 80 ' provided l Reserve area 87 ' provided S.A.S. 91 ' provided , NATURE OF WORK House Addition 0,????? House Renovation 0 Repair of.Failed Septic System 0 X New Dwelling 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) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signedletter 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) �A - C:\Documents'and Settings\decollik\Local Settings\Temporary Internet Files\OLK IR-EFQ,QDDQC_�♦.,.,,. Ob ..HE 'Town of Barnstable Tp� Board of Health ILM M ' 200 Main Street - Hyannis MA 02601 y Mass. i639. ,0� A)Ep�,tA Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on � the Petitioner(s), S q L Xe"4-z; lj regarding the property at Z / T2, 4t 14E�' ®�6 the petitioner(s)and the Board of Health agree that the Board of Health has until .4�? fit/ /.6 (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: 6 Signature: Signature: Petitioner or Petition s Representative Chairman Print: Print: Wayne Miller,,M.D. Date: / — 0 Date: Address of Petitioner(s)or Petitioner's Representative 7-116 .�S e- l2�� Town"of Barnstable _ Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc l BEALS AND THOMAS,,INC. Reservoir Corporate Center Tel:508-366-0560 144 Turnpike Road(Route 9) Fax:508-366-4391 Southborough,Massachusetts 01772-2104 mail@btiweb.com www.btiweb.com 32 Court Street Tel:508-746-3288 Plymouth,Massachusetts 02360 Fax:508-746-6407 April 18, 2006 Thomas McKean,Director Town of Barnstable Public Health Division 200 Main Street Hyannis, Massachusetts 02601 Via: U.S. Mail Reference: Board of Health Variance Request Single-Family House with Limited Access Crossing 71 Tonela Lane Cummaquid, Massachusetts BTI Project No. 1938.00 Dear.Mr. McKean-and Members of the Board: On behalf of Stephen and Maggie White; we ate writing to provide comment regarding the above-referenced filing. The White's own the property"directly north of the subject parcel, and, as direct abutters, would like to ensure that any development is undertaken in compliance with applicable health regulations. The Applicant has requested' three 'variances from'" the "Board of Health 'Regulations (Regulations); ; The variances request that theBoard allow the septic. tank,. reserve ,area, and S.A.S: to be'located'closer"to the on-site Bordering Vegetated Wetland than is stipulated.within. the Regulations.: :Per'seetions 360*14 and 360-21 of'the Regulations, t'he�Board may grant a -, . `r�• :T- t• snT:.r,,,,r,.-,a.' �C.t,r '.� _ 4 •.r:c"e�in' 1 n 4 : m tr.r:4 nke.nn V Qr�an.,e'�,fY lien twZ�a ii�Q vil1.:E aa.LC.r.G.GI;l01t< 11V i��.bl:l[LIv11U rV aI fild rVJul iil ii luali�ACiJI�111,_uJllvv and when the same'-degree,of environmental protection'that would be achieved via adherence.to the Regulations is•attainable'with a variance. Although assessed by.the Town.of Barnstable as buildable,.the property at-71 Tonela Lane has historically been transferred at prices well below the fair market value for buildable land Table ..'•T. . �V. .. Mr •.i Y" j .. •7 .... - .... ..ram }" ( �Yf k Thomas McKean, Director- =- ' Town of Barnstable Public Health Division April 1&, 2006 Page 2, Table 1. Historic sale price information for 71 Tonela Lane. OWNER SALE DATE BOOK/PAGE SALE PRICE Setterland; Richard TR 6/27/02 15307/136 $10.00 Smith, Est of William & Irene TRS 10/15/84 4281/318 $100.00 Dolphin Restrnt Inc. 6/5/72 1662/313 $9000.00 Herbert S. & Julia A. Higgins 8/22/64 1267/258 unknown Allan F. Jones & Charles N. Jones 11/27/59 1062/310 $1.00 William A. Jones, Inc. 12/10/45 638/123 Consideration paid -Harry L. & Anna'H.. Jones, Elsie L. 5/7/43 602/11 $4500.00 Jones, & Lawrence C. Antonellis Therefore, since the owner acquired the property at a price far below what it would have been if the lot was buildable, the only injustice associated with a variance denial consists of the assessed value, which can be rectified by the owner through the filing of an abatement. Granting the variance requests to make the subject property a buildable lot will not only result in a windfall profit for the owner, but also in an injustice to the neighbors, who, when buying their properties, invested with an understanding that the property at 71 Tonela Lane was non-buildable. Granting of the relief requested.would cause a manifest injustice to the White's property. Additionally, no information has been provided to demonstrate that the same degree of environmental protection would be achieved if the variance were granted; consequently, there is no basis for the Board to make a finding on this matter. Thank you for the opportunity to provide these comments, and should you have any questions, please contact us at (508) 366-0560. Very truly yours,BEALS A OMAS, INC. J n homas resident cc: Stephen White (1 copy via email) SHM/shin/19380OLT002 BEALS AND THOMAS, INC. tsc GROUP 657'Main Street Unit 6 'Route 28 West Yarmouth,MA,o2673 /A1 To: The Barnstable Health Department From: Louis and Ada Maria Coulouras 84 Swallow Hill Drive, Cummaquid (Mailing address: Barnstable, MA 02630) Re: #71 Tonela Lane, Cummaquid Date:April 18, 2006 To the Members of the Board; It is our desire to go on record as opposed to the variances sought for#71 Tonela Lane. We are direct abutters and join the other abutters in objecting to compromising the subsurface disposal of sewage regulations to allow for new construction. The owners/developers have their home next to this lot for sale, while we are all entitled to develop our properties to maximize profit and sell,variances from health regulations are not appropriate means to that end. We respect the quality of life this town affords and respect its regulations, set forth to ensure the quality of life is not compromised. The variances seek to,set aside the protection of health regulations, not for an existing dwelling that is enduring a hardship but for new construction; the development of a piece of land that is not by the towns regulations, legally suited for such development. As abutters with immediate concerns for the negative impact of this new construction, concerns surrounding overreaching boundaries to reduce the variances sought, as well as the negative message compromising health regulations sends when no hardship exists, we ask the variances not be granted. Respectfully Submitted, `VVV t FAY SCHOOL P Pis E�(5 MODO v FOUNDED 1866 .March.13, 2006 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 To Whom It May Concern: In today's mail, I received.a copy of a letter from BSC Group, Inc. regarding an application to the Barnstable Board of ri_ann\ce regarding a proposed septic system for proposed new construction t 71 Tonela Laney I'm writing to express my opposition to such a variance. My reasons area falleEvs; 1. The soil conditions in this area are very poor, and I would be concerned regarding any variance to a system in an area that seems marginal for a septic system. 2. As drawn, I think some of the septic system for this plan is inside the 100' buffer for the wetlands, and that concerns me. 3. The ocation of the septic system is extremely close to our property line, and I'm concerned that ishould the septic system fail that we would experience pollution on our property. 4. The Conservation Commission has expressed concerns about the project. In summary, I'm hopeful that the Board of Health will look at this proposed system very carefully and if the system is ultimately approved, I would hope that the location of the system would be reevaluated so that it is less close to our property line. Thank you in advance for your consideration regarding this request for a variance. .Si erely ephen C. White C� SCW/CJC � - r a. cc: Barnstable Conservation Commission t 48 MAIN STREET•P.O.Box 9106•SOUTHBOROUGH•MA 01772-9106•(508)485-0100•FAx(508)485-5381 •www.FAYSCHOOL.ORG FAY SCHOOL P RIs vE�15 MODO .FOUNDED 1866 March 13, 2006 Mr. Robert Gatewood, Conservation Administrator Town of Barnstable Conservation Commission 200 Main Street Hyannis, MA 02601 Dear Mr. Gatewood, My name is Stephen White, and along with my wife Maggie, we reside at 87 Tonela Lane in Cummaquid. We are the direct northerly abutters to 71 Tonela Lane. On February 281h' we were in attendance at the Conservation Commission's meeting at which the Notice of Intent for new construction for 71 Tonela Lane was considered by the Commission. We were happy to hear that the Commission was requesting additional information and more time for consideration regarding the project and that you are asking for.the project to be downsized due to the potential impact on the wetlands and the impact on the 50' buffer zone. As was discussed, the project takes up almost the entire 50' buffer zone. At the meeting, I expressed my concern regarding the septic system, given the clay-like soils in the area, since nothing drains particularly well in our neighborhood. Further, I would like to express my concern of the location of septic system as it is so close to our property line. I hope that the commission will undertake every possible consideration before approving a building on this site, given how little space there is to work with and given the possibility of the impact on the wetlands and within the 50' buffer. There has already been a fair amount of damage to the wetland area, in my opinion, due to the testing of the soil. It also concerns me that the project can be completed, in such tight confines, without further interruption. Finally, I have received notification that the engineers for this project, BSC Group, Inc., are requesting a variance from the Barnstable Board of Health regarding the septic system they've designed for the project. While I have no knowledge of septic systems, it concerns me, as a neighbor, that variances would be given to a septic system where the soil conditions are poor and given the proximity to wetlands. I will voice my concerns separately to the Barnstable Board of Health. Thank you for hearing my concerns. tSierely,. W ite c cc: Barnstable Board of Health 48 MAIN STREET•P.O.Box 9106•SOUTHBOROUGH•MA 01772-9106• (508)485-0100•FAx(508)485-5381 •www.FAYSCHOOL.ORG April 2006 Malcolm and Karen Hickey P.O.Box 406 58 Swallow Hill Dr. Cummaquid, Ma. 02637 4�` Re: 71 Tonela Lane, Cummaquid,MA. Dear Members of the Board of Health Co We believe the property in question has significant issues. , 1. The plan before you misrepresents the dimensions of the property. Our serve, indicates '` the stone wall is the western boundary. The deed indicates a length of appro ,. 120' not 150' as the scale on the plan indicates. 2. Barnstable has 1 acre zoning. This lot is .76 acre, including a considerate amount of wet areas. 3. This property is visibly wet after even a moderate rainfall. Previous"perc"tests have failed. Although a pocket of high/dry land was found at the very edge of the property, it still does not meet setback requirements. 4. This piece, in a desirable "north of 6a"location, at a time of rapidly rising property values and a dwindling supply of building lots,was unable to find a buyer or builder willing to overlook it's shortcomings. The ultimate.se_lling price of$10.00 suggests an understanding of this property's limitations 5. The fact that this parcel may have risen to the top of the list of properties worth pursuing simply because most conforming parcels are gone shouldn't weaken applicable regulations. 6. Allowing this inexpensive,undersized,marginal property to be developed so as not to interfere with the owner's ability to realize full capital appreciation, compromises the abutters' ability to do the same—all of whom paid far more than$10.00 for their properties, and all of whom were under the impression this lot was not buildable. These, and perhaps other yet to be discovered, facts make it difficult to call this a hardship case. Zoning and septic regulations have been in place long enough to be known at the time of purchase. There is no financial hardship. Granting variances for existing dwellings seems appropriate. Variances for marginal vacant lots does not. _ We would hope the regulations governing residential septic systems were created after much deliberation and reflect a valid concern based on scientific fact,not just random musings that can be easily challenged. t. r Disrespect for existing rules and the liberal use of variances makes a mockery of the town and of all those that abide by established regulations. We urge you to reject this project. Thanks for yo time, Malcolm and Karen Hickey BSC GROUP'. ". ­ . j 657 Main Street Unit 6 Route.28 . March 61 2006 West Yarmouth, MA 02673 Tel: W8-778-8919. . . ,.Town of Barnstable—Board of Health Fax 5087778-8966. . .Thomas McKean - .200 Main Street . Hyannis,:MA 02601 RE: . 71 Tonela Lane,.Cummaquid,,M'assachusetts. Dear Mr. McKean, I hereby authonze.the BSC_-Group; Inc.,to present on my behalf the request for a variance,for the above referenced parcel: - Please giyeBSC Group,.Inc: a call if you have any.questions Sincerely I ' "._Richard Setterlund, Trustee' Salted Realty Trust. Engineers Environmental-... ' Scientists GIS Consultants Landscape Architects- Planners Surveyors - �._Co Date: March 8, 2006 From: BSC Group, Inc. 657 Main Street,Unit 6 CERTIFIED'MAIL RETURN RECEIPT;REQUESTED Route 28 - 't West Yarmouth, MA 02673 Re: #71 Tonela Lane, Cummaquid,MA Dear Abutter: A public hearing has been scheduled for.the_Bamstable Board of Health t&take action on an'Y application for variances from the Regulations *of.the Mass. Department. of Environmental �.. Protection, Title 5, and/or the Town of Barnstable Regulations for Subsurface Disposal of Sewage,:, f as follows: Title 5 . . No Variances Requested Town of Barnstable a . Section 360-1,_ 1. Septic tank: 80 feet provided, 100 feet.required; 20-foot variance requested 2. Reserve area: 87 feet provided,-100 feet required; 13-foot variance requested. 3. S.A.S.: 91 feet provided, 100 feet required;9-foot variance requested. Said hearing will be held in the 2"d.floor hearing room at the 367 Main Street Town Hall Building on April 18, 2006 at 3:00 p.m. The application and plans are available for review.at the Barnstable Health Department, 200'Main Street, Hyannis, Monday through Friday(excluding holidays) from 8:30 a.m.to 430p.m. Sincerely, BSC Group Kieran H y - - C: Barnstable Health Department P:\pd\4892000\LetterToAbutters_030706.doc j Board of Health Abutter List for Map 336 Parcel 063 Direct abutters only(no set distance)and the properties located across the street. This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 1/9/2006 Mappar Owner] Owner2 Address 1 Address 2--City State Zip Country f 336019 --MYERS,THEODORE J& ]WALKER,SALLY R �P O BOX 605 W BARNSTABLE MA 02668 f 336042 —IGUERTIN,-ROBERT E&JOANNE E— f 9 CANDY LN CUMMAQUID MA 02637 USAJ ---- l �36062 WHITE,STEPHEN C&MARGARET �48 MAIN ST SOUTHBOROUGH MA 01772 USA POBOX 605Y TRUST MA-02668TTERLUND,RICHARD TR SALTED REALT I B03 —ISE --� . �336064-- LITTLEFIELD,JOHN W JR& LITTLEFIELD,SUSAN S P O BOX 409 �— �CUMMAQUID -�MA 02637 USA—� I336068 - HICKEY,MALCOLM K&KAREN J PO BOX 406 CUMMAQUID MA �02637 rSA -1 336069 —TOULOURAS,LOUT$G& BARRY,ADA MARIA 84 SWALLOW BARNSTABLE : MA 02630- USA 'HILL DR I , d ., ,.Tuesday,January 10,2006 Page I of 1" r � " Jya ice. ....,. •`Locus ° p � " t1 � Ct0•fIY � - / . / b si s/CIe�aO M. ) • �o T rrr• y° 1� , C!/MMAge//O BA�/�/STiQBL� ".•�/a sanev✓t�rrs a�1 A..Wr1G' �5 � " �/GNA•G O L• C .f/V.l.Yi9.f'�D A. 6'Y.r/➢N •e./ .Ar• .r.✓•fCf• . .�eNte•r/`moo• aee.•.mea�Te! -_ efe. .u0je'�j.o �_ � / t JAG �• '/'7S• r aArwaSfavact ,lurwY Coudb•�rwNl•J�iwlc - !•J ..Jb• t•' . ces .vww s cw•cs� � n sar.ry' " 1� /.•r'Jr Ywlvo✓rN�M•osf. w.Io.ii' . a /ttOPCerwi a..a.MAF. i970 4 V ,Dsisy)f e/cc.vwn o. ✓awss� .vc. . _. 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T a Mti � Kf 042 #9 - 0 MAP.336 066 t '.. #42 J MAP 336 `. 36 l / 018 � #39_ 0 l' - - - 1 -'MAP 335' 064 #34 Subject Parcel(s) ABUTTER LIST TYPE - Board of Health: " a W E . Abutters Direct abutters only(no set distance)and the Properties located across the. street. SCALE: i a=100' ti NOTE: PARCEL LINES MAY NOT BE ACCURATE The parcel Meson dds MCUIMERS:This map Is for planning purposes only. It may not be DATA SOURCES: PWNmetrics(human-made features)were interpreted from .: •. map are only graphic representations of Assessor's tax parcels.They are adequate for legal boundary detennination or regulatory Interpretation. zoo]aerial photographs.Topography was Interpreted from 1989 aeW not true property boundaries and do not represent accurate relationships This map does not represent an on-the-ground survey. Enlargements beyond photographs.Parcel lines were dlgjtlred from FY 2005 Town of Barnstable to physical objects on the map such as building locadom a scale of V=I W may not meet established map accuracy standards" Assessor's tax maps. . e olk .; TOWN Or SARIWA lEW rnm' UNITED STATES PQ.STAI- SERVICE s w CAPECOD A,0�,'� Q, fi " P. I.C WL it Nun n • Sender: Please print your name,,address; and ZI In this box • SHE BSC GROUP 657 MAID STREET n UNIT 6 W. YARMOU Tad, MA 02673 4-�sab r- 1!Ilt,t,1ilill,,Illtlttll,tlIIIIIIt ISM l tIIIIII I SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date f D IIVbry item 4 if Restricted Delivery is desired. ■ Print your name a„nd address on the reverse so that we can return the-card to you. C. Signature ■ Attach this card to the back of the mailpiece, XAgent or on the front if space permits. Addressee 1. Article Addressed to: , D. Is delivery address different m item 1? ❑Yes If YES,enter delivery address below: C�No 336019 1 MYERS,THEODORE J& i F WALKER, SALLY R i P 0 BOX 605 3. Service Type W BARNSTABLE MA 02668 Certified Mail ❑ Express Mail �__ ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) i, ; ' yp .0 �•+ 4: l .i: 0 iii J: tTi t456004 0T5� �0 021 2567 PS Form 3811,JUIy 1999 4` '" Domestic Return Receipt i 1 i 102595-00-M-0952 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • x THE BSC GROUP 657 MAIN STREET - UNIT 6 W. YARMOUTH, MA 02673 L14ga0 c�,2a 11I��o►�I� �ii,�t��ol,�Ilt�l�l�li���„il„1,r011,���1to�.o1��1{ SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Rec ' d by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. C ' ■ Print your name and address on the reverse so that we can return the card to you. C.lgi t!04 ■ Attach this card to the back of the mailpiece, X4" /1�✓1�\. ❑Agent :e l/or on the front if space permits. ❑Addressee D1 delivery addre .different from item 1? ❑Yes 1. Article Addressed to: I-! :If YES,enter de ivery address below: ❑ No r4 336062 WHITE?STEPHEN C&MARGARET H + i 48 MAIN ST SOUTHB4OROUGH MA 01772 3. Service Type Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service labels, 7004 0750 0002 2567 45814 I PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 UNITED STATES POSTAL-SERVICE. • Sender: Please print your name, address, and Zl + in this box'� THE BSC GROUP 657 MAIN STREET — UNIT 6 W. YARMdOUTH, MA 02673 fill illilllilll£lililil[Ild!14111lli till lidil$il£iS1il-B ill SENDER: COMPLETE THIS SECTION J C0114PLETE THIS SECTION ON DELIVERY ° Complete items 1,2,and 3.Also complete A.'Received by(Please Print Clearly) I B. 7v_ to of D livery item 4 if Restricted Delivery'is desired: S�p'E J �fE►? ■ Print your name and address on the reverse so that-we`cari return the card to you. C. Signature A Attach this card to the back of the mailpiece, X Agent or on the front if space permits. ddressee , y P.-Is delivery address different fro item ❑ es I. Article Addressed to: 1 If YES,enter delivery address below: MI No 336063� �• SETTERLUND, RICHARD TR 4 SALTED REALTY TRUST P 0 BOX 605 3. Service Type W BARNSTABLE MA 02668 Certified Mail ❑ Express Mail Registered ❑ Return Receipt for Merchandise ! ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 1I 7004 0750 0002 2567 4577 Al tit t t11 tt `I PS Form 3811,',luly 1999' k t' E I Domestic Return Receipt E 102595-00-M-0952 a UNITED STAT13. :i '�,7.. :? F � � r.:F ostage 4i 'r now USPS • Sender: Please print your name, address, and ZIP+4 in this box • THE BSC GROUP 657 MAIN STREET - UNIT 6 W. YARM UTH, MA 02673 ,,,Ill,,,i,ill SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3:`Also complete - 7ddress'Ve're'ntfrom y,(Please Print Clearly) B. Date of Delive item 4 if Restricted Delivery is desired. ■ Print your name and address.on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, ❑Agent or on the front if space permits. _ Addressee item 1? Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No 336069 COULOURAS, LOUIS G& ',t* BARRY,ADA MARIA 84 SWALLOW HILL DR 3. Service Type BARNSTABLE MA 02630 Certified Mail ❑ Express Mail Registered ❑ Return Receipt for Merchandise - - --- ❑ Insured Mail ❑ C.O.D. I� ` 4. Restricted Delivery?(Extra Fee) ❑Yes M2. Article Number(Copy from service label) s 7 4 3 p 7 5 Oil 0002 250 4 5 z 2 ' PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 ,r UNITED os a aid o. - U • Sender: Please print your name, address, and ZIP+4 in this box • i THE BSG GROUP 657 MAIN STREET - UNIT 6 W. YARMOUTH. MA n?673 fill Ili!liiiiiliiililii III ildlili111 Milli liilllii#ii.iILIN SENDER: COMPLETE THIS SECTION COMPLETE THIS DELIVERY ■ Complete items 1,2,and 3.Also complete 'A. Recei ed by(Please Print CI `jay A oDelivery .i item 4 if Restricted Delivery is desired. - J ■ Print your name and address,on fhe,reverse so that we can return the card to you. C.Sign re ■ Attach this card to the back of the mailpiece, V.- ❑Ag nt or on the front if space permits. X ❑A re ee D. Is delivery adclress ihrent m 1? ❑ 1. Article Addressed to: If YES,enter deli ery address elow: 336042 GUERTIN,tROBERT E&JOANNE E x , f 9 CANDY LNG 41 V CUMMAQUID, MA 02637 } ' 3. Service Type 9 Certified Mail ❑ Express Mail — - -- J ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes Article Number(Copy from service Is its M04f075.0 000=2 :2567°. 453:9 ii li it s:+}� tY i tr : I i orm 3811,July 1999 , : i Domestic Return Receipt 102595-00-M-0952 G UNITED STATES ��T6r. y#15 N-cr R-""; �'.,2*r mm� irs il' age&Fe USPS • Sender: Please print your name, address, and ZIP+4 in this box • I I THE BSC CAR®UP _. 57 MAIFY STREET — UNIT 6 W. YARMOUTH, MA 02673 I k.Asa o i r h2� III I Ili t1Il III tilIIIIIIIiItlxlill,sa_,111Il1„141IsIIII till till l S SENDER: • •N COMPLETE THIS SECTIONON DELIVERY `■ Complete items 1,2;and 3.Also complete A. Receiv d by(Please Print Clearly) D f D item 4 if Restricted Delivery is desired. - 1 ■ Print your name and address on the reverse so that we can return the card to you. C. igna a +. ■ Attach this card to the back of the mailpiece, X % ❑Agent or on the front if space permits. ❑Addressee' $-k 1. Article Addressed to: D. Is delivery address different from it Am 1? ❑Yes If YES,enter delivery address below: ❑ No 336068 ,HICKEY, MALCOLM K&KAREN J i PO BOX 406 CUMMAQUID MA 02637 3. Service Type -'W Certified 0 Express ❑ Registeredail ❑ Return l Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) r —_ 1 r! f!►Ill 1 �1 i�►t i 7_00�40750�00022567 4546 PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 1 �U.NITED STATES POSTAL SERVICE i sas i q n V-1 Vuut ' .�I111w� � .�R^} S tati M�} ailM�£l+q../•' :L�?I.4.W1.1 R! '� �" "'?^.ate .✓+, Ii • Sender: Please print your name, address, and fftll�rh�s b''"1- - i THE BSC GROUP 657 MAIN STREET - UNIT 6 W. YARMOUTH, MA 02673 M I I L14 FA o ! ?#1{ l.}.f M ???.iti f ii#+!]?? }M SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION .N DELIVERY ■ Complete items 1,2,and 3.Also complete cei e (Ple Prig/67early) B. Da of Delivery item-4 if Restricted.Delivery is desired: ■ Print your name an'd'Address-on the reverse q C:Y S BS so that we can return the card to you. ;+ are ❑Agent ■ Attach this card to the back of the mailpiece, or on the front if space permits. X ❑Addressee D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If-YES,enter delivery address below: ❑No 336064 I LITTLEFIELD,JOHN W JR& LITTLEFIELD, SUSAN S P 0 BOX 409 3. Service Type CUMMAQUID MA 02637 Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 7 0'0 4 0+75`01 `2'' 0002 5 6 7 4553 . iCf f if ._ PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 B G, kOUP TRANSMITTAL To: Town of Barnstable Date: 5/5/06 Board of Health Proj. No: 4-8920.00 200 Main Street Project: 71 Tonela Lane Hyannis, MA 02601 Cummaquid, MA We are sending you: ®Attached ❑Under Separate Cover Via: 657 Main Street ❑ Overnight Delivery ❑Taxi ❑ Regular Mail Unit 6A, Route 28 ❑Messenger ❑Direct from printer ® Other: Hand Deliver 'West Yarmouth, MA 02673 The following items: ❑Change Order ❑ Drawings ❑Prints ❑ Samples Tel: 508-778-8919 ❑ Copy of Letter ❑Photocopies ❑ Reports ❑Specifications Fax: 508-778-8966 ❑Digital Media ® Plans ❑ Other: No. of Copies Drawings No. Date or Revision Description # p 4 5682-01 5/3/06 Septic System Design { Cri This information is: ❑For Your Information ❑Approved as submitted ❑Resubmit _copies for approval ❑Unchecked ❑Approved as noted ❑ Return _corrected prints ❑Preliminary ❑Disapproved ❑Submit _copies for ❑Revised Plans ❑ Returned for corrections distribution ❑Final Plans ❑Sent for your review&comment Remarks: Attached please find four(4) sets of the Design for Sewage Disposal Systeem for 71 Tonela Lane, Cummaquid, MA. cc: Signed: Sn ed Note: If enclosures are From: Kieran Healy not as noted,please contact us immediately. 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EXISTING 4 PVC I LOCUS DRAINPIPE INV. 41.9 DRAINPIPE INV. 42.0 \ I 3 ' 4 1 CANDY LN z z z a H �, EXISTING 4" PVC ° I- DRAINPIPE INV. 41.0 6A LOCUS MAP: NOT TO SCALE I WF#1 ` ° 11 3 i I WF 115 -- AkL AL AL ox� ( PROPOSED �� I ,✓ �OF . 6 1500 GALLON { I I !1 1 CRAIG A. PROPOSED SEPTIC TANK \. FIELD "D" BOX t , 1 S89*00'20"W 219.77' I I II \ N0.38039 N CONCRETE \ 1 I I y BOUND FOUNq 1 I j i BENCHMARK 1 -''�. I " WF#114 \ 1 { i � L � 86 1 1 AL AL ,11tc, \ � 1 \ ►�� TOP OF DISK IN ' \ wh wh 9 ! ! WF#2 1 I 1 $ CONCRETE BOUND w 10 ! 1 1 Ln sPELEV 48.9 NGVD O 10 TP#1 b - - - - - - -! 11I- - - - - - - - I \ \ ! I1 I I ••.; �/?CENTERLINE OF ;dcn PROPOSE o lee. FIELD LOCATED DRYWELL ZONING SETBACK LINE - - - - - - - - - - - - - - - - - - - - PROF SIONAL LAND SURVEYOR DATE oN - - - - - - - - - - WALL / JAN 06 I \ 1 I 1 rn CENTERLINE OF I r { sp I 1 b 1 ! rn ` I WF#113 10' OFF FIELD LOCATED II ,,. { ! 0 1 81 WALL / JAN 06 I �$� t ! I rnAL AL AL E / �► 7 g I I I WF#3 I 1 OF o sp / wh I I as I � I I 1 1 #201 ' PROPOSED 11 MIN \ f 1 0 \ I RESERVE i / / I 1 l o EXISTING BORDERING I I I ! ' ' t 3 LAND rn VEGETATIVE I \ I I I\ LL1 1 I I 4f I sp I a WETLANDS (B.V.W.) I \ I I 1 1 l P t 24.0' I I I " (10,215f S.F.) I P 1 Z I I 5' ' 58.7' 71 TON ELA LANE / AL E P wh / 4 I I WF#112 " ; I I 1 ,' 1 IN J / / ! I ( m JII� I \ 1 I I \ 3t _ - � CUMMAQUID AL AL 0.3 " ;�„ 188.8' WF#4 I A I ! ! . PROPOSED 12, I I ` 1 c� b / 58.0' ! "� I I I I LIMITS OF 1 I ; 1 EXCAVATION I . . I . �N -'zi °� rn I I AL I' MASSAC H U S ETTS II w -+ �-' .� wh I I WF#111 11 1 Q WF#202 EXISTING SEE NOTES 5 & 6 E - - , 3 t A f 1 I I ! ! I 11 .„.J III (BARNSTABLE COUNTY) DWELLING 1 a > w / r 167.0 ,� o f w t f f C z ,� ,� �` I , I 1i ! N#3 / SILTFENCE o WF#5 II ` PROPOSED E �/� ALESHAYBO 1 PROPOSED z N z IN THIS AREA TO BE ( 1 ► SEPTIC LOCATION 10 x30 S.A.S. REMOVED AFTER GRADING t; �� h j l 10 AND PLANTING IS COMPLETE I # x PROPOSED ~' I I �� s bb t;. OBSERVATION 1 / �'> a o s P s bb wh ! `-- PRIOR TO CERTIFICATE OF I o I` 1 MARCH 8, 2006 ~o PORT = ,.� o a wh / `�~-�� COMPLIANCE BEING ISSUED. I /f 2' �' a MITE CENTERLINE OF 10� / I . . . 36 A. "`~-�_ � / M FIELD LOCATED `7 / w 6 PROPOSED `� // W #203 WALL / JAN 06 1 : ' - : : 1`` REPLICA11ON WF#109 I f 1 � f 3 PROPOSED - wh /� 4, �� #7 AREA 450t S.F. _ 4 TREES & 40 MIL i"' E / I // 16 SHRUBS 108 �' - b I 1' I BENCHMARK REVISIONS: POLY LINER 15 7'/ v� ,� o , wh LOT 5 # i/ l t 1 PROPOSED F- ; / Q" �' ASSESSORS MAP 336 r �ti s s y ' I TAG RBO T NO. DATE DESC. E I '' sp PARCEL 63 '�` ,� FtbW/ I I f o E EV 44.3 N EVERGREENS o / ! i I o I L GVD- 1. 4/25/06 RELOC. SEPTIC SIZE AND SPECIES N ff sp �� i i / ib �ib> // I I +� I r° 2. 5/3/06 ADD PERC. INFOMATION TO BE DETERMINED f r AREA OF WETLAND % b � , 3. 5 17 06 1� p +n E / r sp / i �-- - / / B.O.H. REQ. I ,� CROSSING 430f S.F. gw / \� i z Ib / I f z WF 20 J �- Uj p �.,. h 6X 39.7 PROPOSED i i I t z F� m °- a PRQ�OSED 2 AR ,� h' CULVERTi sa i / \ U.1 °- 3 - J I ` 0 r� / INV. 39.5 a 1_ I ' w CN O I o GARAGE J r' ., 'IY` , ! - I �` 1 +- d� RM 04 I SLAB ELEV/46.8 89 6' ` o , \ \ \ \ 9.PROPOSED 3 , oaQ � GRAVEL DRIVE WF#107 oo 20.0' m m ( � PREPARED FOR:(PERVIOUS) z 46.0 f \ 0 Co SALTED REALTY TRUST W \ \ ' \ \ \ \ \ \ \ \ ' 11w \� , Mr. RICHARD SETTERLUND \ \ \ \ \ \ 110 `` P.O. BOX 605 PROPOSED --4 _ 44.0 / 0 '�\\\ \ \ 9 WF 06 � f~ 1w 1 _ K 6 DIA. 2 I bb O l �^ \ \ \ \ \ \ 1 # d. GRAVEL DRIVE I � � � 1 � t W. BARNSTABLE, MA 02668 DRYWELL � s b / / \ \ \ \ \ d. 12.0 o X 40.5 PROPOSED �, „ OF STONE I O wh wh ! w o ► ` s J W d o A 1 ! (508) 362-0244 0 i , CANDY PROPOSED 39. i .LO i '' �'54' PROPOSED HAYBALE , '� CULVERT WF#105 PROPOSED \ I r� I / , -' / UTILITY POL W LANE a o _ 42.6 ,% AND SILTFENCE _ yyF 10 INV. 39.4 1 PROP I ` .-'" # X 40.5 / -. OSFD ,n '4� -"` r ' PROPOSED STONE WAR 2" GROIU"P CL z �' -- -" -- "' RETAINING WALL E - J .•. _ _ _ _ _ _ _ - - - - P_ __ _ - - _,._ - - - - - - - - - - -..- - - - - - - - - - - - - - - - - - - ` - �� - - - - - - / � - - WF 104 ZONING�SETBACK LINE � 657Main Street, Unit6 ZONING SETBACK LINE WF#11 ,� 0 PROPOSE m �• -- ` /' STAGING AREA °��• o -' o f ° � � JUL II � '�� 02673 W. mouth Massachusetts 508 778 8919 NYC f WF 102 ,f 2006 BSC Group, Inc. # , � I I 0J 'aca _ WF#12 WF#103 .' �0 11 11 I SCALE: 1" = 10' 225.46' R, S89*08'10"W -- • J, � Ii i I o 1.25 2.5 5 M � J• / WF#101 0 5 10 20 FEET . - CD OF Aoq � F G!v �, /,.' - -'' J' ��?� MARK D. cyN PROJ. MGR.: C. FIELD a.ww. O r _ _ _ _ - w DIBB M c CIVIL -4 FIELD: D. GAZZOLO / J. McCARTIN No.45937 CALC./DESIGN: K. HEALY Uj _ - - r Ilk WF7#13 " DRAWN: K. HEALY N - " / e ' -� `� EXISTING 4 PVC 1 WF#100 P DRAINPIPE INV. 41.4 , CHECK: C. FIELD EXISTING FILE: 8920-SEP.DWG Q WF#14 t /� DWELLING DWG. NO: 5685-01 i S JOB. N0: 4-8920.00 SHEET 1 OF 2 O SOIL TEST PIT DATA: P-10,802 SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE REVISIONS NO. DATE DESCRIPTION NOT TO SCALE NO. OF OUTLETS J 22,5' 1. 4/25/06 RELOC. SEPTIC TEST PIT -#1- TEST PIT -.#2- TEST PIT #3 NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE GRD. EL. 48.4 GRD. EL. 48.3 GRD. EL. 48.0 REINFORCED CONCRETE. SCHD. 40 PVC OR CAST-IN-PLACE CONCRETE. 00 0 000 0 0 00 0 0 ° 0 0 0 0 0 0 0 0 0 2. 5/3/06 ADD PERC. TEST EST. HIGH GW. N/A EST. HIGH GW. 39.3 EST. HIGH GW. N A 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2" WALLS on NOTES: 0 ° ° ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 UNLESS UNDER PAVEMENT, DRIVES OR COVER ° 3 UNITS °° 3. 5/17/06 B.O.H. REQ. A A DATE: TRAVELED WAYS, WHEREIN H-20 LOADING , » SANDY LOAM SANDY LOAM LOAMY SAND �2/06 SHALL APPLY. v v•• .v• �•• .v:v....�:.v.:• PW R 1. DIST. BOX TO WITHSTAND , DRIVES LOADING 0 " 2 UNLESS UNDER PAVEMENT, DRIVES OR " o HIGH DENSITY 0 ° 50 10 GENERAL NOTES: A� T 3. ALL PIPE CONNECTIONS AND CONCRETE » TRAVELED WAYS WHEREIN H-20 LOADING 4 PVC 0° POLYETHYLENE INFILTRATOR 3050 0 1. THIS PLAN IS FOR DESIGN AND 10YR 4 3 12" 10YR 4 3 12" 10YR 4 1 16" TEST BY: 2-24 DIA CONCRETE MANHOLES - PIPE CONSTRUCTION SHALL BE WATERTIGHT. W METAL HANDLES BROUGHT 15- SHALL APPLY. 0°00 0 0 00 0 0 00 0 0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 � CONSTRUCTION OF THE SEWAGE / o 0 0 0 0 0 0 0 0 0 0 0 0 o DISPOSAL FACILITY ONLY. B B BSC GROUP, INC. 4. FILL ALL UNUSED KNOCKOUTS WITH W 6" A FINISH GRADE SANDY LOAM LOAMY SAND MORTAR. TEE TO BE UNDER 12" MIN. 6" 5,5" OUTLETS g. 8 2. PROVIDE INLET TEE OR BAFFLE WHERE 2. ALL CONSTRUCTION METHODS AND WITNESSED BY: B 2.5Y 5/4 1OYR 7/4 M.H. OPENING SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 30 MATERIALS SHALL CONFORM TO MASS. SANDY LOAM TOM McKEAN R.S. , ,< � " IN PUMPED SYSTEM. PLAN VIEW - LEACHING CHAMBERS D.E.P TITLE 5 AND LOCAL BOARD lOYR 6/4 PERC. RATE: » �-•-3 � ea•�b�a OF HEALTH REGULATIONS. � L 2 3. FIRST TWO FEET OF PIPE OUT OF DIST. 2 MIN. INCH RAISE M.H W/-.. 4" BOTTOM ON LEVEL 3. ALL PIPES LOCATED UNDER PAVEMENT / 10'-6" 6" MIN. 3 4" TO BOX TO BE LAID LEVEL LOAM do SEED DISTURBED AREAS OR TRAVELED WAY SHALL BE SCHEDULE » SEWER BRICK -_ -�. - - _-__ STABLE BASE " 39 39" 40" SOIL EVALUATOR " do MORTAR " CROSS-SECTION 1 1/2 C USHED 4. ALL PIPE CONNECTIONS AND CONCRETE 40 OR EQUAL. EL = 45.1 EL = 45.0 EL = 44.7 10-0 NORMAL WATER- LEVEL 12 STONE BASE CONSTRUCTION SHALL BE WATERTIGHT. 3' MAX. COMPACTED FILL 36" MAXIMUM 12"MINIM M 4. THERE ARE NO KNOWN PRIVATE WELLS C-1 M. DIBB P.E. C-1 3" ''' 0 0 0 0 000 0 0 0 0 0 » LOCATED WITHIN 150 FT. OF THE MEDIUM SAND 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. fooeo 0 000 0 0 000 0 0 3 LAYER PROPOSED LEACHING FACILITY NOR " MEDIUM SAND SOIL CLASS: = 10" 14" PEASTONE C-1 56 2.5Y 7/4 1 OYR 4/6 1 PRECAST SEPTIC TANK e 0 HIGH 000 O ANY KNOWN WELLS PROPOSED WITHIN MEDIUM SAND INLET TEE 5'-1" 30 1/2" 1OYR 8/4 " PERCH. WATER _ - _ 08 DENSITY 0 0 0 REMOVE 150' OF ANY KNOWN LEACHING FACILITY. 108 _ 108" NO G.WATER 52" L.T.A.R. 5'-2" 4'-6" e " 5'-s" 'EF EC. 00 INFILTRATOR 3050 O O MATERIAL FOR _ _ 4-0 MIN. so'�a aN 15 1 2" 30 00 OO POLYETHYLENE O O O UNSUITABLE 5. ALL WITHIN TOPSOIL, SUBSOIL AND OTHEVATION R 0.74 G.P.D. SQ.FT. - " 3 == LIQUID DEPTH DEPTH LEACHING O 5 ALL AROUND C-2 C-2 / ( NMM) TOWN OF BARNSTABLE NEW REGULATIONS 0 O IMPERVIOUS MATERIAL. SILTY LOAM SANDY LOAM 5-8 O IF APPLICABLE 2.5Y 6/4 2.5Y 6/4 PRECAST DIST. i CHAMBER 0 6. REPLACE ALL EXCAVATED MATERIAL WITH N ?} BOX REQUIRE SOIL EVALUATOR TO INSPECT //��� CLEAN GRANULAR SAND, FREE FROM ORGANIC NO G.WATER BOTTOM OF EXCAVATION PRIOR TO ANY 35" -••- 50" 35" 3/4" - 1 1/2" MATERIAL AND DELETERIOUS SUBSTANCES. " - -= =: =4= = = ='- WASHED STONE MIXTURES AND LAYERS OF DIFFERENT CLASSES EL = 37.4 132 EL = 36.3 144 ' BOTTOM ON LEVEL STABLE BASE 'a 10' OF SOIL SHALL NOT BE USED. THE FILL SHALL 3 h- -A INSTALLATION AND ALSO PRIOR TO FINAL NOT CONTAIN ANY MATERIAL LARGER THAN DATE: DATE: PLAN VIEW �" 71/2 6" MIN. 3/4" TO �•I'�C��l' ��'���� BACKFILLING. 20 TWO INCHES. A SIEVE ANALYSIS, USING A #4 9/14/04 9/14/04 HIGH GROUNDWATER COMPUTATION » CROSS-SECTION VIEW PLAN VIEW SIEVE, SHALL BE PERFORMED ON A 1 1/2 STONE CROSS-SECTION OF CHAMBER REPRESENTATIVE SAMPLE OF FILL. UP TO 45% WF41 BY TEST BY: TEST BY: BASED ON TP#2 DOWNCAPE ENG. DOWNCAPE ENG. PERCHED / BEDDED &AAAA WEIGHT OF THE FILL SAMPLE MAY BE WITNESSED BY: WITNESSED BY: GROUNDWATER 9.0, _ OF I \ I ',� SIEVE. SIEVE ANALYSES ALSORETAINS ALL BE PEED ON THE RFORM D ON THE FRACTION Ikm DESIGN CRITERIA. OF FILL SAMPLE PASSING THE\ p #4 SIEVE, SUCH DAVID W. STANTON, R.S. DAVID W. STANTON, R.S. NO ADJUSTMENT REQUIRED. \ O ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING PERC. RATE: PERC. RATE: IIL t ! SPECIFICATIONS: 2 MIN. INCH _MIN. INCH FIELD `� \\ t I ! 5� DESIGN FLOW: 100% MUST PASS #4 SIEVE / / � No.38039 J PROPOSED .a I 4.75 mm 1500 GALLON '1 I ! ! r d ,'�' 3 BEDROOMS AT 110 G.P.B./D 330 G.P.D. 10 .75 MUST EFFECTIVE PARTICLE SIZE) SOIL EVALUATOR SOIL EVALUATOR m < A. OJALA A. OJALA INDICATES INDICATES PROPOSED SEPTIC TANK \ i (0.30 mm EFFECTIVE PARTICLE SIZE) y PERCHED PERC. uno "D" BOX \ ! l S89'00'20"W 219.77' 09.-20R MUST PASS #100 SIEVE SOIL CLASS: SOIL CLASS: _ GOUNDWATER TEST \ i I OX 576 MUST EPASS PARTICLE E SIZE) 1 1 C ! I REQUIRED SEPTIC TANK: INDICATES BENCHMARK 1! 86, ` 1 330 X 200% = (0.07N mm EFFECTIVE PARTICLE SIZE) 660 GAL. 7. EXISTING UTILITIES WHERE SHOWN L.T.A.R. L.T.A.R. ® UNSUITABLE ��/���� TOP OF DISK IN \ ! ! i '�` = 1 AL. IN THE DRAWINGS ARE APPROXIMATE. 0.74 G.P.D./SQ.FT. 0,74 G.P.D./SQ.FT. MATERIAL 10 10 Wh Wh I i ) WF#2 AL SEPTIC TANK PROVIDED: --��' THE CONTRACTOR SHALL BE RESPON- CONCRETE BOUND w / ! ! ELEV 48.9 NGVD I/ 1 TP#1 , Sp b ! ! ! I SIBLE FOR PROPERLY LOCATING AND O 1 I � , COORDINATING THE PROPOSED CON- DATUM: LITY CENTERLINE OF ,a;•w 101 ! (PROPOSE o ! !! ! ! SIZE OF LEACHING FACILITY REQUIRED: STRUCTION ACTIVITY WITH DIG-SAFE VERTICAL DATUM: ASSUMED FIELD LOCATED oN 1 �Si 1 1 I wh IDRYWELL ao ! ! x - ZONING SETBACK LINE - - - - - <2 COMPANY AND MAINTAIAND THE APPLICABLE NING G THE - - - 1 _ _ - J- - - - - - - DESIGN PERC. RATE: MIN. INCH WALL / JAN 06 Z 1 + - - - - { .� -!- - - - - } - - - - - / EXISTING UTILITY SYSTEM IN SERVICE. BENCH MARK USED: FEMA RM-2 ELEV 44.81 CHISEL SQUARE - OFFSITE / t I ` rn ! LONG TERM APPL. RATE 0.74 G.P.D/S.F. DIG-SAFE SHALL BE NOTIFIED PER CENTERLINE OF I I 1 SP 1 b ! 81, ! I my THE STATE OF MASSACHUSETTS BENCH MARK SET FRONT: HYDRANT TAG-BOLT ELEV 44.3 10' OFF FIELD LOCATED i I �.� 1 I o- t 1 _ STATUTE CHAPTER 82, SECTION 409 BENCH MARK SET REAR: TOP OF CONCRETE BOUND. ELEV 48.9 WALL / JAN 06 I , �S ! } ! I m 330 GPD + 0,74 GPD/SF - 446 S.F. AT TEL. 1-888-344-7233. THE ENGINEER DOES NOT GUARANTEE E I I �j I. ! I I + o WF#3 THEIR ACCURACY OR THAT ALL jl I ' Sp ; of SIZE OF LEACHING FACILITY PROVIDED: UTILITIES AND SUBSURFACE STRUCTURES PROFILE: NOT TO SCALE PROPOSED 1 I ,MIN♦ p wh I p ��at" ARE SHOWN. LOCATIONS AND EL.=A _ RESERVE ! I p off' MARK D. SG ELEVATIONS OF UNDERGROUND UTILITIES USE HIGH DENSITY POLYETHYLENE FIRST PIPE LENGTH / x. -� LEACHING CHAMBERS(3 UNITS) 10'X2'X30' CONTRACTOR SHALL VERIFY SIZE TOP FOUNDATION ' I rn DIBB `�' TAKEN FROM RECORD PLANS. THE CONCRETE COVERS TO WITHIN TO BE SET LEVEL ' / / Sp � � A E CIVIL -+ EL.=49.1 6" OF FINISHED GRADE. FOR MIN. 2' FINISH GRADE ) / / 24•.O' ! N0•45937 H LOCATION AND INVERTS OF UTILITIES EL.=47.5-48.5 I 5' 9R arc SIDEWALL = 2(10'+30') X 2' = 160 AND STRUCTURES AS REQUIRED PRIOR 4" PVC SCH 40 E _ / 1 58.7 /S� ' BOTTOM = 10' X 3O' = 300 TO THE START OF CONSTRUCTION. �• a - _ / 4 PV 4" PVC'S H LEACHING CHAMBER A O e I G7 460S.F. �- ' _ I - -/- - _ wh � 10.3 : /J 8. THIS SYSTEM IS NOT DESIGNED FOR -t 1 / j 88.8, 1 rn WF#4 THE USE OF A GARBAGE GRINDER. PROPOSED 12 I ` b k 460 S.F X 0,74 GPD/SF = 340GPD A GARBAGE GRINDER IS NOT �I=C I=G / : : . / C9 58.0' ! '� RECOMMENDED DUE TO RECOGNIZED HLIMITS OF _ I ..L / � ADVERSE IMPACTS TO THE LEACHING I=E EXCAVATION I I j W 1 J Corn / I FACILITY. 5 OUTLET I=F EXISTING SEE NOTES 5 & 6 E A I I m d d wh 1 SEPTIC TANK DIST. BOX : : I 1 l > 1 r 5.1 SEPARATION DWELLING /I 167.0' . THE ENGINEER IS TO BE NOTIFIED OF 1 / / ANY FIELD CHANGES THAT MAY BE O / z EST. HIGH GROUNDWATER OZ �// O Z j ,/ 1 I REQUIRED. T #3� i I . . _ , N , z o WF#5 LOCUS INFORMATION E ' I I f l 0 vac i . r / a' z 1 1 l BSC GROUP INVERT ELEVATIONS: 110'x30'PROPOSS.A.S. 1 : ; : ' I `�' z 0 M D p / J CURRENT OWNER: SALTED REALTY TRUST Ld PROPOSEOBSERVATION I 4 i ! I : �, a J r h sp bb s bb J �� TITLE REFERENCE: DEED BOOK 15307, PAGE 136 TOP OF FOUNDATION 49.80 A N� wh f 657 Main Street, (RT. 28) Unit 6 PORTwh LAN REFERENCE: PLAN BOOK 227, PAGE 135 W. Yarmouth Massachusetts O � 4" INVERT AT BUILDING 47.80 B CENTERLINE OF 2' JI 1 °- 0 / 36' AL 02673 0' / W46 ASSESSORS MAP: 336 4" INVERT AT SEPTIC TANK (IN) 47.50 C FIELD LOCATED -�--y� I �' PARCEL: 63 5087788919 4" INVERT AT SEPTIC TANK (OUT) 47.25 D WALL / JAN 06 : 1 /• --� /••. ZONING DISTRICT: RF-1 PROJECT TITLE: 4 INVERT AT DIST. BOX (IN) 47.17 E PROPOSED .� 1 = wh /1 v, WF#7 .-- �, E m / SETBACKS: FRONT 30 4" INVERT AT DIST. BOX (OUT) 47.00 F 40 MIL .- ) J �, ir A. , SIDE 15' POLY LINER 15 ��/ v� / �O wh 1 LOT 5 REAR 15' PROPOSED E 1 / r / ASSESSORS MAP 336 AL DESIGN FOR INVERTS AT LEACHING FACILITY: EVERGREENS o SP / PARCEL 63 MINIMUM LOT SIZE. 43,560 S.F. SEWAGE DISPOSAL SIZE AND SPECIES N 1 OR / 1 �' l 1 EXISTING LOT AREA: 33,390t S.F. TO BE DETERMINED 1 // Sp / AREA OF WETLAND 4" INVERT AT BEGINNING -*• F.- r o ,o E J Sp t CROSSING 430t S.F. NITROGEN SENSITIVE SYSTEM OF LEACHING CHAMBER 46.40 G BREAKOUT 47.00 J• o M 1 _ j ZONE: NOT A ZONE II ,<00 3 / J AH r E WF#8 OVERLAY DISTRICT: AP ELEVATION AT BOTTOM OF LEACHING CHAMBER ir 44.40 H FF�`� �- 0- 1 PR�SED 2 �XR / y, h 39 7 CULVERT PROPOSED FEMA FLOOD #71 MOTTLES PERCHED . 0 , m^ E 1 o GARAGE i/ " ZONE DISTRICT: "C" DATED JULY 2, 1992 / 39.30 J o z N O 1 / ate' O PANEL #250001 0001 D TON ELA LANE N GROUNDWATER �O J N 1 SLAB ELEV/46.8 89 6' / ,Ills INV. 39.5 Y r� / PROPOSED NO OBSERVED GROUNDWATER 1 20.0' // f GRAVEL DRIVE .�' o \ LOCUS PLAN: N❑ SCALE CU M M AQU I D BOTTOM OF HOLE 36.3 w m 4 (PERVIOUS) .' �1 \ \ \ ix Z M ASSACH U SETTS CrCL a b r W U s \ PROPOSED -4 -- 44.p PREPARED FOR: VARIANCES REQUESTED: , DRYWELL 1 Sp b ' 6 DIA. / 2 bb wh / \ \ \ \\ N SALTED REALTY TRUST Y OF STONE 1 wh 1 wh �- w Mr. RICHARD SETTERLUND Z = P.O. BOX 605 TITLE 5 VARIANCES REQUESTED: NONE •---� _ ,�` s rE �-� �, f Q � 'e r r �- Z) W. BARNSTABLE, MA 02668 o T '-' r �,i PROPOSED 39 P Z LO / 1/ ' PROPOSED HAYBALE � CULVERT WF#105 h,� � N ^ 1 / �' 54 � `�, / � F, TOWN OF BARNSTABLE BOARD OF HEALTH: PLAN VIEW V V , 42.6' i AND SILTFENCE -- -- ```WF#1 p INV. 39.4 �� P� Q Q (508) 362-0244 N SECTION 360-1 LOCATION OF COMPONENTS WITH RESPECT TO WATER BODIES o 4a� - _ _ ,.'' ,� �' 2 P ° PROPOSED STONE /1 IL LOCUS �' pa � a. PROPOSED SEPTIC TANK TO BE 81' FROM WETLANDS IN LIEU OF 100' SALE: 1" = 10 FEET �` - 1 /r P RETAINING WALL 1 j - - - - - - - - - -WF#104 DATE: MARCH 8, 2006 z -� Uj A 19' VARIANCE IS REQUESTED. 0 ,y�• °r` - - - y- -�' ZONING SETBACK LINE / #11AL EI CANDY LN o COMP. DESIGN: K. HEALY a 5 10 20 FT a CHECK: M. DIBB PROPOSED S.A.S. TO BE 88.8' FROM WETLANDS IN LIEU OF 100' �o ; ` ~ �` " '`41 �- -�-� ,�/,. / ~ ~ DRAWN: K. HEALY A 11.2' VARIANCE IS REQUESTED. 4� 6A FIELD: D. GAZZOLO / J. McCARTIN o 40 WF 12 k '�` WF#102 FILE NO. 8920-SEP.DWG PROPOSED RESERVE AREA TO BE 86 FROM WETLANDS IN LIEU OF 100 , 0 _ �-- _ # _ „�.. k� WF#103 A 14' VARIANCE IS REQUESTED. i h°. `'~- -- �-'' -- ' J f DWG NO. 5682-01 SHEET 2 of 2 �w _ �• 225.46' , #,f,��••••'". S89'08'10"W �--' JOB NO. 4-8920.00 a q W EXISTING Q � N _j � DWELLING IN,'' ., \, `4` '•- ,... ..,,_ . ' `'_'-.. • ��f � ^ P F_ ` t '` 6 �\ Z , z Q Q EXISTING 4" PVC N EXISTING 4" PVC � LOCUS DRAINPIPE INV. 41.9 DRAINPIPE INV. 42.0 J CANDY LN w p 0 EXISTING 4 PVC 0 F- H 1/ DRAINPIPE INV. 41.0 LOCUS MAP: NOT TO SCALE ! WF#1 �� I I j �,� 0 WF#1'15 N. I I \ AL I 1 I PROPOSED I I 1 I _-n O,� ` � 50 1 0 GALLON ,. PROPOSED SEPTIC TANK \ Q A. "D" BOX f ch S89'00'20"W 219.77' <.,, CFlE D N ( I CONCRETE \ I I II \� No.38039 1 I , \ BOUND FOUNq I II ,gyp BENCHMARK 86' - '".` 1 $ WF#114 \ t I !e I 1 I AL � I TOP OF DISK IN ` wh wh 1 , t 1 WF#2 .A- 1 ! 1 3 CONCRETE BOUND w ,'I 10 10 1 r ELEV 48.9 NGVD o '� I TP#1 l sP b CENTERLINE OF •d�c�o 10t -� 1 €PROPOSE �? I \ I I 1Z •� FIELD LOCATED '�O ? �S� I JDRYWELL w 1 1 ZONING SETBACK LINE \ I - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I + PROF SIGNAL LAND SURVEYOR DATE - - / JAN 06 z`V 1 - - - + Z - _ I wh - _ -\- - - - - �� - - - - � - I I I � 3 CENTERLINE OF I SP I ! b __--t- 81' I I WF#113 10' OFF FIELD LOCATED I I �. I O t I WALL / JAN 06 f I I i -$ III I iII ( � � PLAN o AL E WF#3 , OF I W #201sp wh o /MIN EXISTNG BORDERING RESERVE VEGETATIVEm PC L WETLANDS (B.V.W.)p Z (10,215t S.F.)24.0 D► I I t 71 TON ELA LANE 1 5 58.7' E �11►c I WF#112 lzi, \ I I I � ,f I 0.3' - t. / / O l 1 1 l m . AIL I \ i I I \ J IN 120' `� ; ; - - � i CUMMAQUID .-� WF 4 AL PROPOSED 11 ; o b 58.0' LIMITS OF I �1y I ,�, , Z , I , I I MASSACHUSETTS WF#111 I I I WF 202 EXCAVATION A I # ', I I I1 J EXISTING SEE NOTES 5 & 6 E I I ! �{ m !� 3 ,d wh / 1 I DWELLING I o > , 167.0 I (BARNSTABLE COUNTY) AL 0I z w / / I AL � ,I' ,,,., III II1,:• . � Z N / , wF#5# vapQ I I I II I J I PROPOSED E O CID HAYALES SILTFENCE I PROPOSED z SEPTIC LOCATI ON0) Z IN THIS AREA TO BE 10 x30 S.A.S. Q o o f 1 REMOVED AFTER GRADING AL ! j o o ( ! WF#110 ! 1 ,� �.. { I �`` -- AND PLANTING IS COMPLETE PROPOSED �. . o ,� h sP bb s ! '�Jt� PRIOR TO CERTIFICATE OF � / 3 ! I � #r MARCH g. 2006 OBSERVATION 1 a j bb wh I o i ,�' PORT 2' I�' -�� I a wh 36, / ,� � .- _^ N� "�-. COMPLIANCE BEING ISSUED. / CENTERLINE OF 10'. " " ' / 1 . . . . . ` 6jIkL FIELD LOCATED '7'---/- f w ` , PROPOSED / N / I I W #203 WALL / JAN 06 1 '' - �-� ��� ` # '- _ 1 I REPLICATION WF 109 / wh I #7 AREA 450t S.F. ` hb / 3 PROPOSED �- 40 MIL E m ! _ 4 TREES & I / 1 Q v / J BENCHMARK I � / o: ,r I, 16 SHRUBS WF#108 ..���°�� i b I � �, REVISIONS: POLY LINER -� 15 ��/ cn ,� ao wh LOT 5 ro i �'/ f/ I HYDRANT N0. DATE DESC. PROPOSED E I t ASSESSORS MAP 336 AL AL S s i r 1 TAG BOLT - s PARCEL 63 AL hb i o P ELEV 44.3 NGVD- 1. 4 25 06 RELOC. SEPTIC SIZE AND SPECIES � N � / �, �, � 't/ r,ry,/ � /� � ib I �, � o i � 3 - / / I / sp / T Ib / I ,�/ ,� 2. 5/3/06 ADD PERC. INFOMATION TO BE DETERMINED / AREA 0 WETLAND b i \ I- - --- 5 y� t�� E f /f JAB SP / CROSSING 430t S.F. � w / i i I f 3. 5/17/06 B.O.H. REQ. J I , .i / t ,� � � i I� / I / iz WF 20 O' v Q WF 8 i w I / - p # � v�b �� Q I p �` h ( 39.7 PROPOSED '��i I / \ Z <t FF >` °- PRQ�OSED 2 �AR / h� CULVERT 5� i sa i / \ w a- 3 - J m I a �, INV. 39.5 a i9 1- 0 w N O I o GARAGES ,�f EjgL ��i I / m - O O o '\p ?cv r`, SLAB ELEV/46.8 ` 89 6 ' S 3g.1 / Q --�Y I / PROPOSED e ,.- 39. WF 107 I 'p a. LL. - o I / GRAVEL DRIVE r o # I ! �_ O 20.0 / d \ �` w \ PREPARED FOR: w m (PERVIOUS) e �, h i'` \ I / m cD 0 z 46.0 ,.'' o �; \ \ \ \ I / ' w CCD SALTED REALTY TRUST 0-0- b °` W \ \' \\\ \ \\ \ \ \ '` ,' Ij� \ Mr. RICHARD SETTERLUND ?� 9 \� r _ w ° P.O. BOX 605 PROPOSED ~-�, _ f 44.0 f �I ` \ \ \\ \ \ \ WF# 06 to I ,� 1 DRYWELL S b \ \ \ \ \ 'd- 12.0 o X 40.5 PROPOSED I I W. BARNSTABLE, MA 02668 6 DIA. / 2' I bb O GRAVEL DRIVE OF STONE I wh wh 1 1 w 1 . 1611O i r W o / J (508) 362-0244 cliN CANDY w r .� ,, ,, 39.5 i / a) 0I / • PROPOSED HAYBALE ''f CULVERT D WF#105 s PROPOSED i LANEaI , ' 54 AND SILTFENCE -- -- WF 10 '� INV. 39.4 UTILITY POL W I ATOP C" 0 42.6 # / X 40.5 / OSEp GROU11r, 2 BS '� 1 r - - - - - - - - - - - - - - - - - o _ -� PROPOSED STONE / AL ti ,� 1' __ . ERVI E Z I - __ _ ' 1 - RETAINING WALL /- J o - - - - - - - - - - - - - \ P_oHw II - OE ` - -- - - - - - - - - - - - - - - - - - - - - f,L - -- - - - / WF#104 -I ZONING SETBACK LINE }I `• ti � 3� , _ / PROPOSED `� ' 657 Main Street Unit 6 L aye. - . -' ZONING SETBACK LINE1NF#11 !j STAGING AREAAL AL II W. Yarmouth Massachusetts 1 °` 02673 /� 508 778 8919 0AIL (WF#102 ' ,. }m ' II I! © 2006 BSC Group, Inc. OJ �a Cn WF#12 AL r WF#103 '° I II I! SCALE N _ F �'• 225.46' S89'08'10"W - --' " �,f � + 19 0 1.25 2.5 5 ►�EM� - J l WF#101 II r COI ��OF a�Ass I 0 5 10 20 �� 17 AL �► -- MARK D. ti� I PROJ. MGR.: C. FIELD a - O J• �a°' 4 `' �'_ °o D1BB FIELD: D. GAZZOLO J. McCARTIN n �• CIVIL a, / G(� t f 45937 CALC./DESIGN: K. HEALY LU ® " WF/#13 � l �f .f �a�sT DRAWN: K. HEALY / ,- -- EXISTING 4" PVC r � • WF#100 f' p DRAINPIPE INV. 41.4 r/r CHECK: C. FIELD EXISTING FILE: 8920-SEP.DWG WF#14 // DWELLING DWG. NO: 5685-01 \` ' OS SHEET 1 OF 2 JOB. NO: 4-8920.00 SOIL TEST PIT DATA: P-� o,8O2 SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE REVISIONS NO. DATE DESCRIPTION NOT TO SCALE NO. OF OUTLETS : 5 22,5' 1. 4/25/06 RELOC. SEPTIC TEST PIT __#1 TEST PIT -#2- TEST PIT # 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE NOTES: 1. SEPTIC TANK SHALL BE STEEL SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. 00 0 0 00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 2. 5/3/06 ADD PERC. TEST GRD. EL. 48 4 GRD. EL. 48.3 GRD. EL. 48.0 REINFORCED CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER. " 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3. 5 17 06 B.O.H. RE EST. HIGH GW. N A EST. HIGH GW. 39.3 EST. HIGH GW. N A 2. SEPTIC TANK TO WITHSTAND H-10 LOADING REMOVABLE +-- 2 WALLS NOTES: 0 0 UNLESS UNDER PAVEMENT, DRIVES OR COVER I ° 3 UNITS / / A A T I DATE: TRAVELED WAYS, WHEREIN H-20 LOADING 00 Q v:•v..+,a:•v..+,a:•v..,.;:.v.:� 2" 1. DIST. BOX TO WITHSTAND H-10 LOADING HIGH DENSITY 0 c 50" 10' GENERAL NOTES: A 5/2/06 SHALL APPLY. PW UNLESS UNDER PAVEMENT, DRIVES OR 4" PVC 0°SANDY LOAM SANDY LOAM LOAMY SAND 3. ALL PIPE CONNECTIONS AND CONCRETET10YR 4 3 12" 10YR 4 3 12" 10YR 4 1 16" TEST BY: 2-24" DIA CONCRETE MANHOLES TRAVELED WAYS WHEREIN H-20 LOADING PIPE 0° POLYETHYLENE INFILTRATOR 3050 0 1 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION SHALL BE WATERTIGHT. W/ METAL HANDLES BROUGHT " SHALL APPLY. 0°00 0 0 00 0 0 0 000 0 0000000 0 0 0 0 0 0 0 0 0 °° CONSTRUCTION OF THE SEWAGE B B BSC GROUP, INC. 4. FILL ALL UNUSED KNOCKOUTS WITH TO 8" OF FINISH GRADE 15 0 0 0 0 0 0 0 0 0 0 0 ° o 0 0 o DISPOSAL FACILITY ONLY. SANDY LOAM LOAMY SAND MORTAR. TEE TO BE UNDER " 6" A' 8 2. PROVIDE INLET TEE OR BAFFLE WHERE 30. 2. ALL CONSTRUCTION METHODS AND B 2.5Y 5/4 10YR 7/4 WITNESSED BY- 12 MIN. 5,5 OUTLETS SANDY LOAM TOM McKEAN R.S. M.H. OPENING SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR MATERIALS SHALL CONFORM TO MASS. 10YR 6/4 PERC. RATE: 'x 3" '�,•d • � • •a tb " IN PUMPED SYSTEM. PLAN VIEW - LEACHING CHAMBERS D.E.P TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 2 3. FIRST TWO FEET OF PIPE OUT OF DIST. 2 -MIN. INCH RAISE M.H w� LOAM & SEED DISTURBED AREAS 3. ALL PIPES LOCATED UNDER PAVEMENT / 10'-6" 4 BOTTOM ON LEVEL 6" MIN. 3 4" TO BOX TO BE LAID LEVEL. OR TRAVELED WAY SHALL BE SCHEDULE SEWER BRICK e. •�. -_-_ _ _-__ STABLE BASE 39„ 39" 40" SOIL EVALUATOR " do MORTAR " CROSS-SECTION 1 1/2" C USHED 4 ALL PIPE CONNECTIONS AND CONCRETE 40 OR EQUAL EL = 45.1 EL = 45.0 EL = 44.7 10-0 12 STONE BASE 3' MAX. COMPACTED FILL 36" MAXIMUM 12"MINIM M 4. THERE ARE NO KNOWN PRIVATE WELLS C-1 M. DIBB P.E. NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT. e e: 0 0 0 0 0 0 00 0 0 0 0 0 0 » LOCATED WITHIN 150 FT. OF THE MEDIUM SAND C-1 3" 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. fo 0 0 0 000 0 0 000 0 0 3 LAYER PROPOSED LEACHING FACILITY NOR " MEDIUM SAND SOIL CLASS: 10" 14" TPEASTONE C-1 56 2.5Y 7/4 1 OYR 4/6 1 PRECAST SEPTIC TANK r 1 O HIGH O 00 O ANY KNOWN WELLS PROPOSED WITHIN MEDIUM SAND INLET TEE V-1" 30 1 2" 1OYR 8/4 PERCH. WATER - - _ / _ 108" NO G.WATER " » '; " 30 O O DENSITY O QO 0 REMOVE 5. WITHIN LIMIT 150' OF YOF EXCAVATION LEACHINREMOVEI� 108 - " 24" 00 POLYETHYLENE O UNSUITABLE 52 L.T.A.R. 5-2 4-e a " 5-8 EFFEC. Q7 INFILTRATOR 3050 O MATERIAL FOR 4-0 MIN. •o►�tw ON 15 1/2' O O O ALL TOPSOIL, SUBSOIL AND OTHER C-2 C-2 0.74 G.P.D. SQ.FT. - - - ? == LIQUID DEPTH ("s OO� DEPTH LEACHING 0 0 5 ALL AROUND IMPERVIOUS MATERIAL. / cogs oon,�aU TOWN OF BARNSTABLE NEW REGULATIONS O IF APPLICABLE SILTY LOAM SANDY LOAM 5-8 O 2.5Y 6/4 2.5Y 6/4 PRECAST DIST. CHAMBER O 6. REPLACE ALL EXCAVATED MATERIAL WITH N ? BOX REQUIRE SOIL EVALUATOR TO INSPECT ir�� CLEAN GRANULAR SAND, FREE FROM ORGANIC NO G.WATER41 „ " „ 3/4" - 1 1/2" MATERIAL AND DELETERIOUS SUBSTANCES. " " de %.' a�. :��: •: : •"+ ..��,=.�-:d BOTTOM OF EXCAVATION PRIOR TO ANY 35 50 35 WASHED STONE MIXTURES AND LAYERS OF DIFFERENT CLASSES EL = 37.4 132 EL = 36.3 144 •' BOTTOM ON LEVEL STABLE BASE • " 10' OF SOIL SHALL NOT BE USED. THE FILL SHALL .,, 3 �-- �{, INSTALLATION AND ALSO PRIOR TO FINAL NOT CONTAIN ANY MATERIAL LARGER THAN DATE: DATE: PLAN VIEW 7 1/2 6" MIN. 3/4" TO �'��'� f'f`o'��'w� BACKFILLING. 20 TWO INCHES. A SIEVE ANALYSIS, USING A #4 9/14/04 9/14/04 HIGH GROUNDWATER COMPUTATION CROSS-SECTION VIEW PLAN VIEW SIEVE, SHALL BE PERFORMED ON A BASED ON TP#2 1 1/2" STONE CROSS-SECTION OF CHAMBER REPRESENTATIVE SAMPLE OF FILL. UP TO 45X BY WEIGHT OF THE FILL SAMPLE MAY BE TEST BY: TEST BY: RETAINED ON THE #4 SIEVE. SIEVE ANALYSES DOWNCAPE ENG. DOWNCAPE ENG. PERCHED / BEDDED i ` I > � ALSO SHALL BE PERFORMED ON THE FRACTION WITNESSED BY: WITNESSED BY: GROUNDWATER 9.0' OFAs�� I R OF FILL SAMPLE PASSING THE I \\ I ,,m DESIGN CRITERIA: ANALYSES MUST DEMONSTRATE THAT�T}I'E SUCH DAVID W. STANTON, R.S. DAVID W. STANTON, R.S. NO ADJUSTMENT REQUIRED. MATERIAL MEETS EACH OF THE FOLLOWING PERC. RATE: PERC. RATE: CRAIG A. I \ i { 1 I �Vc FIELD � � I ( _;� SPECIFICATIONS: 2 -MIN./INCH _MIN./INCH No.38039 I PROPOSED t { l 1 I DESIGN FLOW: 100% MUST PASS #4 SIEVE '� •�' I +Q1 (4.75 mm EFFECTIVE PARTICLE SIZE) 1500 GALLON '' , I 3 BEDROOMS AT 110 G.P.B./D 330 G.P.D. 10X 100% MUST PASS #50 SIEVE SOIL EVALUATOR SOIL EVALUATOR rn 1 .. ;< A. OJALA A. OJALA INDICATES INDICATES PROPOSED SEPTIC TANK \ 4 p, w (0.30 mm EFFECTIVE PARTICLE SIZE) y PERCHED PERC. uNo "D" BOX \ I S89'00'20"W 219.779 0%-20% MUST PASS #100 SIEVE SOIL CLASS: SOIL CLASS: GOUNDWATER TEST \ I I (0.15 mm EFFECTIVE PARTICLE SIZE) 1 1 C 1 ) REQUIRED SEPTIC TANK: - OX--5% MUST PASS #200 SIEVE � ,,.... (0.075 mm EFFECTIVE PARTICLE SIZE) L.T.A.R. L.T.A.R. INDICATES �� BENCHMARK 1 86' - I ! 330 X 200% 660 GAL. 7. EXISTING UTILITIES WHERE SHOWN Li UNSUITABLE 3,��7� TOP OF DISK IN \ ! 9 '�` - 1500 GAL. IN THE DRAWINGS ARE APPROXIMATE. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. MATERIAL CONCRETE BOUND w /I 10 10 , wh { Wh ` t 1 I WF#2 �tr�- SEPTIC TANK PROVIDED: THE CONTRACTOR SHALL BE RESPON- ELEV 48.9 NGVD o 110� TP#1 sP b o is !� I COORDINSIBLE ARTING THEELY LOCATING PRO PROPOSED CON- DATUM:DATUM: CENTERLINE OF F I 1 I IPROPOSE _ l I SIZE OF LEACHING FACILITY REQUIRED: STRUCTION ACTIVITY WITH DIG-SAFE ,no; ! �S� l DRYWELL ao t ZONING SETBACK LINE AND THE APPLICABLE UTILITY VERTICAL DATUM: ASSUMED FIELD LOCATED ocv I I 8Wh I c _ _ _ - _ _j- - - - - - s- - - - - - - - - - - - - - - - - DESIGN PERC. RATE: <2 MIN./ INCH COMPANY AND MAINTAINING THE WALL / JAN 06 2 f - - - +. .L- - - - + - '.4� - - - - - - � - - - - � j EXISTING UTILITY SYSTEM IN SERVICE. BENCH MARK USED: FEMA RM-2 ELEV 44.81 CHISEL SQUARE - OFFSITE f r f 1 m LONG TERM APPL. RATE 0.74 G.P.D/S.F. DIG-SAFE SHALL BE NOTIFIED PER CENTERLINE OF l4 I I Sp ! b t 81, I f.I k THE STATE OF MASSACHUSETTS BENCH MARK SET FRONT: HYDRANT TAG-BOLT ELEV 44.3 10 OFF FIELD LOCATED f I �` I 1 0 i 1 - STATUTE CHAPTER 82, SECTION 409 BENCH MARK SET REAR: TOP OF CONCRETE BOUND. ELEV 48.9 WALL / JAN 06 xs I �S1 � 1 t I rn 330 GPD + 0,74 GPD/SF - 446 S.F. AT TEL. 1-888-344-7233. THE T / I I I o ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL E 1I � ' I / sP / wh I I I I w #3 %%0Fy� SIZE OF LEACHING FACILITY PROVIDED: UTILITIES AND SUBSURFACE STRUCTURES PROFILE: NOT TO SCALE PROPOSED I I I / IN�� / / I I I icy ELEVATIONSARE • LOCATIONS AND oF UNDERGROUND UTILITIES EL A RESERVE I J l o MARKD. �, USE HIGH DENSITY POLYETHYLENE FIRST PIPE LENGTH / I I TAKEN FROM RECORD PLANS. THE TOP FOUNDATION h. I I p I I 1 m civB LEACHING CHAMBERS(3 UNITS) 10'X2'X30' CONTRACTOR SHALL VERIFY SIZE CONCRETE COVERS TO WITHIN TO BE SET LEVEL � / / s I :U � i EL=49.1 6' OF FINISHED GRADE. FOR MIN. 2' 24.0' I I Z M1 N0.46997 LOCATION AND INVERTS OF UTILITIES FINISH GRADE 5' i I o o AND STRUCTURES AS REQUIRED PRIOR E =47.5-4s.5 1 f � a� SIDEWALL = 2C10 +30 ) X 2 = 160 == 4" PVC SCH 40 E / / 58.7 I �sTe BOTTOM = 10' X 30' = 300 TO THE START OF CONSTRUCTION. - - -7 ' - � - wh 4" LEACHING CHAMBER 10.,�� / - / / O f I I m 460S.F, 8. THIS SYSTEM IS NOT DESIGNED FOR Li / WF 4 �IY� THE USE OF A GARBAGE GRINDER. PROPOSED 12'- • - b 88.8 # 460 SF x 0,74 GPD/SF = 340GPD A GARBAGE GRINDER IS NOT I=B I=D I=G LIMITS OF ' ' I "I,. / . . - - / o / 58'Q' I A �11`4 �7 Ie ADVERSE rDED IMPACTSDUE TO THECLL RECOGNIZED G I=C I-E 5 OUTLET EXCAVATION f . ' - • - / 1,I /co J ao �rn wh ' = FACILITY. 1 F EXISTING SEE NOTES 5 & 6 E m SEPTIC TANK DIST. BOX 5.1' SEPARATION DWELLING /� ' ' ' / 1 I THE ENGINEER IS TO BE NOTIFIED OF y 167.0 ANY FIELD CHANGES THAT MAY BE r O Z a / z W / ✓ / Z alllt REQUIRED. EST. HIGH GROUNDWATER - �'f"'I :p� O ) o / { v 1 � - � / / \ � wF#5 LOCUS INFORMATION � � 1 PROPOSED E �.'� - c� /g z I/ i NVERT ELEVATIONS: 10'x30' S.A.S. 1I : / A I Z N o / / I 3 CURRENT OWNER: SALTED REALTY TRUST ' OBSERVATION O BSC GROUP PROPOSED w h sp bb s f .$ -�` TITLE REFERENCE: DEED BOOK 15307, PAGE 136 TOP OF FOUNDATION 49.80 A N� / a bb wh 1 ( 657 Main Street, (RT. 28) Unit 6 4" INVERT AT BUILDING 47.80 B PORT 2, �. '�1 : - ;0 a �,Q wh LAN REFERENCE: PLAN BOOK 227, PAGE 135 W.Yarmouth Massachusetts " CENTERLINE OF •' ' / - / 36' ,� 02673 4 INVERT AT SEPTIC TANK IN 47.50 C FIELD LOCATED - ._ / w 6 ASSESSORS MAP: 336 508 778 8919 / z ' . PARCEL: 63 4" INVERT AT SEPTIC TANK (OUT) 47.25 D WALL / JAN 06 : 1 : �• . . _ ---� / ZONING DISTRICT. RF-1 PROJECT TITLE: 4 INVERT AT DIST. BOX (IN) 47.17 E PROPOSED � E m / _ wh f WF#7 SETBACKS: FRONT 30' 4" INVERT AT DIST. BOX OUT 47.00 F 40 MIL �r ) I U (OUT) POLY LINER « 15 7►/ co // a ,.� wh � LOT 5 SIDE 15' PROPOSED E I ! S �/ ASSESSORS MAP 336 REAR 15 DESIGN FOR INVERTS AT LEACHING FACILITY: EVERGREENS o -- / P PARCEL 63 MINIMUM LOT SIZE: 43,560 S.F. SEWAGE DISPOSAL SIZE AND SPECIES N I a0 / / f / EXISTING LOT AREA: 33,390t S.F. TO BE DETERMINED E, 1 / / � Sp AREA OF WETLAND NITROGEN SENSITIVE 4" INVERT AT BEGINNING �, f o E ,�� � T _ sp / CROSSING 430t S.F. SYSTEM OF LEACHING CHAMBER 46.40 G BREAKOUT 47.00 J' o I / ZONE: NOT A ZONE II ELEVATION AT BOTTOM �° . �` __ - _ I 3 // / , / AH f WF#$ OVERLAY DISTRICT: AP OF LEACHING CHAMBER 44.40 H Q` a I 1$ / h X 39.7 PROPOSED #71 J `' m w I a PR OSED 2 �AR / h� CULVERT FEMA FLOOD MOTTLES / PERCHED O O GARAGE / F / a"' AL INV. 39.5 ZONE DISTRICT: "C" DATED JULY 2, 1992 8 39.30 J p° „><'° z N I ~ SLAB ELEV /46.8 �� / o PANEL #250001 0001 D TON ELA LANE M GROUNDWATER 4 � I f / 89.6 f e SED NO OBSERVED GROUNDWATER o - I 20.0' J/ / �/ GRAVELPROP DRIVE ,--`' o CUMMAQUID N BOTTOM OF HOLE 36.3 ,�m / (PERVIOUS) �' \ LOCUS PLAN: NO SCALE 46.0 h N ` \ M ASSACH U SETTS � o z .- o N � \ \ a a b Ilk w \ \ \ \ \ \ m PROPOSED --4 44.0 / ° \ \ \ \ \ AL Q L \ Q PREPARED FOR: VARIANCES REQUESTED: DRYWELL I sp \ \ \ 6 DIA. / 2 bb 0 b \ \ \ \\ \\ \ N SALTED REALTY TRUST Y OF STONE IO Wh wh ! wh 1- w Mr. RICHARD SETTERLUND TITLE 5 VARIANCES REQUESTED: NONE _~ " - -4 _ �' .& 2 a P.O. BOX 605 '`' T `` `� -- '� / / ter' 39.5 o W. BARNSTABLE, MA 02668 o r -' ,.•°' Is PROPOSED p� I S4' PROPOSED HAYBALE ,.'` CULVERT WNF#105 �,� " TOWN OF BARNSTABLE BOARD OF HEALTH: r I / ' / INV. 39.4 ��� �F' a o _ ,,... .. � 42.6 i AND SILTFENCE ...- -- ---~•- WF 10 �� 508 362-0244 SECTION 360-1 LOCATION OF COMPONENTS WITH RESPECT TO WATER BODIES PLAN VIEW o �42_ ___ I - PROPOSED STONE ` AL � LOCUSCq vP � � ( ) SCALE: 1' = 10 FEET 2 I� �- / � RETAINING WALL / - - - - - - - - - - - - - - LLO E3 DATE: MARCH 8 2006 a. PROPOSED SEPTIC TANK TO BE 81' FROM WETLANDS IN LIEU OF 100' - - - - - - - - -� - - - - - - - - - - - - - - - /- - - - ` - - - - - - - - - - - l WF#104 CANDY z z 3 A 19' VARIANCE IS REQUESTED. ,y�• - - -�"r ZONING SETBACK LINE // ���� VF#11 / 'r' LN 3 3 COMP./DESIGN: K. HEALY a 0 5 10 20 FT �a O o CHECK: M. DIBB N PROPOSED S.A.S. TO BE 88.8' FROM WETLANDS IN LIEU OF 100' _-41--- - _,-�- / / ab„ DRAWN: K. HEALY A 11.2 VARIANCE IS REQUESTED. 6A FIELD: D. GAZZOLO / J. McCARTIN AIL PROPOSED RESERVE AREA TO BE 86' FROM WETLANDS IN LIEU OF 100' , OJ -.- ° __ WF#12 � y #102 WF#103 . FILE NO. 8920-SEP.DWG co A 14 VARIANCE IS REQUESTED. DWG N0. 5682-01 a 225.46' / "" S89'08'10"W __ ` JOB N0. 4-8920-00 SHEET 2 OF 2 a q w EXISTING Q J DWELLING N as ``\ �'' e 3 ry -A P Q e f z � Q Q EXISTING 4" PVC \ { N ! �o EXISTING 4 PVC ! LOCUS DRAINPIPE INV. 41.9 \ DRAINPIPE INV. 42.0 `I CANDY LN >' o I z z z 0 0 o EXISTING 4" PVC I- I- f DRAINPIPE INV. 41.0 LOCUS MAP: NOT TO SCALE I WF#1 �� I I I I \ I \ I WF#115 AL ,� O,� �, ° I I I �� � I PROPOSED 1 IOF 1500 GALLON SEPTIC TANK \ a• \ I {I \ CRAIG A � "D"PROPOSED BOX ; :; r , i S89'00'20„W 219.77' _ I I I) \ $ No 3Eso39 N \ ( t CONCRETE \ ( JI BOUND FOUNQ # / I WF#114 \ t ` � i�wo� BENCHMARK 86 TOP OF DISK IN I '�` \ ` I { 3 ,►�►� 10 10' `' wh I wh 1 ! ! I WF#2 - \ I I CONCRETE BOUND w rI ! ! ELEV 48.9 NGVD o I, I TP#1 I sP b ! !! ! \\ ` I ► ' CENTERLINE OF 10{ 1 PRO SE ')0i $ I DRYWELL ao ! ! I ZONING SETBACK LINE - - - - - - - - - - `' \ i I FIELD LOCATED ON I �� I I wh ) c ! 1 - - - - - - - ,- - - .- - - - - - - - - - - - - - - - - - -- - - - - - - - � - - I PROF SIONAL LAND SURVEYOR DATE WALL / JAN 06 z ! - - } I - - - - -1 - - - - - - - - � - - - - I I I I rn I CENTERLINE OF { I� sp I I b I rn I WF#113 10' OFF FIELD LOCATED 81 ! t ( �, 1� I I I r WALL / JAN 06AL AL AL rn I ! I PLAN E / �; WF#3 II \ I I I I #201 PROPOSED I I I MIN f sp / wh 1 I I o , I I d RESERVE `! / I I I 1 � EXISTING BORDERING i I I 3 o VEGETATIVE \ J I ) �,,li 11 LAND P I f 1 Dsp I 1 I I WETLANDS (B.V.W.} O 1 " , j 24.0', J I I (10,215t S.F.) \ J I I I I 5 58.7' 71 TON ELA LANE E 1 I alr< \ I I \ ,� ) WF 112 \ ' �� • � � = 1 : : / " : . - / / wh t I i I � '>V` '►Ir<- I # \ I ) I \ --� �.�.� I � 3 IN 10.3 Lj 12f- i b /88.8' WF#4 C U M MAQ U I D PROPOSED I i / o f 58.0' l � 1 \ I I LIMITS OF 1 -.1..,', 1 : : : : 1 / z I J ! I I I EXCAVATION : : : � AL i MASSACH USETTS ! I t A i : . : • I I m ! ...i .- d- wh � p, I WF#111 I WF#202 { EXISTING SEE NOTES 5 & 6 E I I 1 I ~ f s r 1 / I r I ! I I JI { F (BARN STABLE COUNTY) AL DWELLING167.0' of z `� I w / ` f ( o 4 , ,►�- '� I w I �,,,� d �„ •� I : : ! w/ o z oZ T #36 1 1 : ' z f I wF#5 I I I , �'�`� ► PROPOSED PROPOSED E 1 I . I o Im o Z ff 11 1 HAYBALES / SILTFENCE I '� PROP ' S.A.S. 4 : : ' " / ` � 1 : ' ' Z N M Z p J l I IN THIS AREA TO BE SEPTIC LOCATION Q ____-__ REMOVED AFTER GRADING AL I .� 1 / N �- h ! 11 '`'~ �: AND PLANTING IS COMPLETE + WF#110 f 3 ! 1 PROPOSED •� 1 / -- o oLA- sp bb s bb 1 �, PRIOR TO CERTIFICATE OF I MARCH 8, 2006 OBSERVATION ~o PORT .� to O �, wh II `�- COMPLIANCE BEING ISSUED. I 2, "�" �I 1 : : : in a o wh 36, ' . I / o ,` ) CENTERLINE OF I0 1 ✓ ~ ;� I FIELD LOCATED '7 -�-- w / 6 PROPOSED / 0 / ) I W #203 WALL / JAN 06 1 •�:'' : f `' REPLICATION ' �^ WF#109 J / ` ff I 3 ! I wh AREA 450t S.F. ` / PROPOSED - " _ � �#7 4 TREES do 40 MIL 1-1 E I QN // 16 SHRUBS 1Og � \ I BENCHMARK POLY LINER ="' � ' ci o , wh LOT 5 # i� b i% / / I HYDRANT REVISIONS: PROPOSED 15 7 a I y / / / N0. DATE DESC. E I f �, 1 ASSESSORS MAP 336 i s s I I TAG BOLT ' ' sp PARCEL 63 NYC AIL ' f o I ELEV 44.3 NGV0. 1. 4/25/06 RELOC. SEPTIC EVERGREENSo / 2. 5/3/06 ADD PERC. INFOMATION SIZE AND SPECIES N I 00 / (" f /r sp / / / �ib // I I ; AREA OF WETLAND b i ' to ,� � 3. 5/17/06 B.O.H. REQ. TO BE DETERMINED o � E .� �1 �` { sP // � CROSSING 430t S.F. ��"� �vb �� /Ib / °` t\ � - J. �^ I ,,r � - l ,'� f �� i � 14, � I / � z WF 20 0 v a / r` WF 8 i w i �' - O 3 , f AH / # 'Nb �/ o ,I ``' / h ( 39.7 PROPOSED /" z� FF a- a PROPOSED 2 �AR / h' CULVERT �,pz sa - - J I �` INV. 39.5 a 1_ I w N . I �, GARAGE ^�j s ,�i m - O o _ z cv r SLAB ELEV,46.8 89 6 / �, PROPOSED 39. WF 107 `� I / / °- o �' GRAVEL DRIVE ,- o # I f / I= ~� I 20'0 `' f' � � w � PREPARED FOR: w m '` (PERVIOUS} ,d \ I / CD c� o- z 46.0 , w� SALTED REALTY TRUST a a b W \ \ \\\ \ \\ \ \ \ �� I�� \ , Mr. RICHARD SETTERLUND PROPOSED - 44.0 P.O. BOX 605 DRYWELL \ \ d.WF 06 12.0 o PROPOSED I I �' ! W. BARNSTABLE, MA 02668 6'DIA. / 2' I bb sp wh b / / \ \ \ \\ \ F. X 40.5GRAVEL DRIVE OF STONE I O wh 1 w J " W •f o ,el / 5 -0244 8 } CANDY � " PROPOSED39.5 I -' WF 105 PROPOSED F LANE PROPOSED HAYBALE CULVERT # \ I r\ I 54 _. / UTILITY POL Wes, 'PROPOSED 0. o _ _,,` I 42.6 - AND SILTFENCE . - #10 / INV. 39.4 X 40.5 ` -'" / I -, C GIROUP, r-_. - � o ,r PROPOSED STONE / r .,, WAT �a 2 _.., - - RETAINING WALL�'- - - - - - - - - - - - - - - - - - - - P_OHw II '`d / Cl / .4 - - - - - - - _I ER�� - - - - - - - -- - - - - - - - - - - - - -�.- - - - - - - - - - - - - - - - - - - - � - ! WF#104 - ZONING SETBACK LINE ' PROPOSED 657MainStreet, Unit6 m -' ZONING SETBACK LINE '' NF 11 `' )I ` /� W. Yarmouth Massachusetts L ,y� f � # ,� / � � � 4 STAGING AREA � 02673 e x 508 778 8919 Q In F��� 1.. ` ,� r'WF#102 ✓ m , II II © 2006 BSC Group, Inc. O r 0J 0 WF#12 11 I ,..�� _ a - ilia I ���w " r- , WF#103 0G p � � JI I I , , „ - --- W JI I I 0 1.25 2.5 5 METERS SCALE: 1 10 N .,s 225.46 S89'0810 W r �i 'I I I Q01 / WF#101 .- 'r m I I H OF I 0 5 10 20 FEET O .AL.. t - ' o�� MARK D. � PROJ. MGR.: C. FIELD _- __ 1 W "' � gJ' Q ve FIELD: D. GAZZOLO / J. McCARTIN N0.45937 � CALC./DESIGN: K. HEALY -' WFf#139�4�aT�A�` N .r f r -- EXISTING 4„ PVC , ► DRAWN: K. HEALY t �yF#100 if DRAINPIPE INV. 41.4 r/r CHECK: C. FIELD EXISTING FILE: 8920-SEP.DWG o WF#14 h DWELLING V X,: /��O 6 1 DWG. NO: 5685-01 �` SHEET 1 OF 2 JOB. NO: 4-8920.00 SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE REVISIONS SOIL TEST PIT DATA: P-10,802 LEACHING DETAIL: NOT TO SCALE NO. DATE DESCRIPTION NOT TO SCALE NO. OF OUTLETS : 5 22.5' 1. 4/25/06 RELOC. SEPTIC TEST PIT _#1_- TEST PIT -#2 TEST PIT _.#3 NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE GRD. EL. GRD. EL. GRD. EL. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. 00 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2. 5/3/06 ADD PERC. TEST 48.4 48.3 48.0 REINFORCED CONCRETE. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EST. HIGH GW. N/A EST. HIGH GW. 39.3 LEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2" WALLS ° EST. HIGH GW. N A 2. SEPTIC TANK TO WITHSTAND H-10 LOADING COVER � NOTES: ° 3 UNITS °° T 3. 5/17/06 B.O.H. REQ. UNLESS UNDER PAVEMENT, DRIVES OR o A A A DATE: TRAVELED WAYS, WHEREIN H-20 LOADING » av� " ,� .v. a. .9. 4.•.•i:•v.:•' 2 1. DIST. BOX TO WITHSTAND H-10 LOADING HIGH DENSITY O 00 50" 10' GENERAL NOTES: �2/06 UNLESS UNDER PAVEMENT, DRIVES OR 4 PVC o° POLYETHYLENE INFILTRATOR 3050 ° l SANDY LOAM SANDY LOAM LOAMY SAND 3. ALL PIPE CONNECTIONS AND CONCRETE TRAVELED WAYS WHEREIN H-20 LOADING o° 0 1 1. THIS PLAN IS FOR DESIGN AND T T 10YR 4 3 12" 10YR 4 3 12» 10YR 4 1 16» TEST BY: CONSTRUCTION SHALL BE WATERTIGHT. 2-/24 DIA CONCRETE MANHOLES �- PIPE o B B BSC GROUP. INC. 4. FILL ALL UNUSED KNOCKOUTS MATH TO MEOF FINISH ES BROUGHTDE- 4U T 15" SHALL APPLY. 0 00 0 0 00 0°0° 00 000 000 0000 00 000 00 0 000 0 00 00 000° CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. SANDY LOAM LOAMY SAND WITNESSED BY: MORTAR. TEE TO BE UNDER 12" MIN. 6" 5,5" OUTLETS .� 8" 2• PROVIDE INLET LEE OR BAFFLE WHERE 2. ALL CONSTRUCTION METHODS AND B 2.5Y 5/4 10YR 7/4 M.H. OPENING SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 30 MATERIALS SHALL CONFORM TO MASS. SANDY LOAM TOM McKEAN R.S. .�, PLAN VIEW - LEACHING CHAMBERS D.E.P TITLE 5 AND LOCAL BOARD ,/' � a/ » ��,,� •� � ee '' ee o�� T IN PUMPED SYSTEM. 10YR 6/4 HEALTH REGULATIONS. PERC. RATE: 3 °W (- 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST. 3. ALL PIPES LOCATED UNDER PAVEMENT 2 MIN. INCH RAISE M.H W� 4" BOTTOM ON LEVEL LOAM & SEED DISTURBED AREAS / 10'-6" 6" MIN. 3 4" TO BOX TO BE LAID LEVEL OR TRAVELED WAY SHALL BE SCHEDULE n SEWER BRICK e•. •�. •:_- STABLE BASE 39 39" 40" SOIL EVALUATOR 10�_p» do MORTAR " CROSS-SECTION 1 1/2" CRUSHED 4, ALL PIPE CONNECTIONS AND CONCRETE 40 OR EQUAL. EL = 45.1 EL = 45.0 EL = 44.7 NORMAL WATER LEVEL 12 STONE BASE CONSTRUCTION SHALL BE WATERTIGHT. 3' MAX. COMPACTED FILL 36" MAXIMUM 12"MINIM M 4. THERE ARE NO KNOWN PRIVATE WELLS M. DIBB P.E. - C-1 LOCATED WITHIN 150 FT. OF THE MEDIUM SAND C-1 !` " 3" " o ° o 0 0 o pOo ° o ° o o PROPOSED LEACHING FACILITY NOR 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. o 0 0 0 000 0 0 0 00 0 0 3 LAYER ANY KNOWN WELLS PROPOSED WITHIN MEDIUM SAND SOIL CLASS: 10 14 -• PEASTONE C-1 56" 2.5Y 7/4 1 OYR 4 6 PRECAST SEPTIC TANK TO Q HIGH O 00 O / 1 R DENSITY REMOVE 150' OF ANY KNOWN LEACHING FACILITY. MEDIUM SAND a INLET LEE 5'-1" 30 1/2" 30" OV O 00 O 5. WITHIN LIMIT OF EXCAVATION REMOVE 10YR 8/4 108" PERCH. WATER- 108" NO G.WATER n - - - 24 0 POLYETHYLENE O UNSUITABLE 52 L.T.A.R. 5'-2" 4'-s" a 5'-8" EFFEC. 00 INFILTRATOR 3050 0 O MATERIAL FOR 4-0 MIN. W ow cM 15 1 2" O O 0 O 5' ALL AROUND ALL TOPSOIL, SUBSOIL AND OTHER C-2 C-2 0.74 G.P.D./SQ.FT. - - - " i LIQUID DEPTH �, in / TOWN OF BARNSTABLE NEW REGULATIONS DEPTH �j O LEACHING O O IF APPLICABLE IMPERVIOUS MATERIAL. SILTY LOAM SANDY LOAM 5-8 g PRECAST DIST. i O O CHAMBER O 6. REPLACE ALL EXCAVATED MATERIAL WITH 2.5Y 6/4 2.5Y 6/4 N f BOX REQUIRE SOIL EVALUATOR TO INSPECT /��� CLEAN GRANULAR SAND, FREE FROM ORGANIC 3/4" - 1 1/2" MATERIAL AND DELETERIOUS SUBSTANCES. NO G.wATER = Q BOTTOM OF EXCAVATION PRIOR TO ANY 35" 50" - 35" WASHED STONE MIXTURES AND LAYERS OF DIFFERENT CLASSES EL = 37.4 132 EL = 36.3 144 e a BOTTOM ON LEVEL STABLE BASE e a " 10' OF SOIL SHALL NOT BE USED. THE FILL SHALL b 3 I- ---I, INSTALLATION AND ALSO PRIOR TO FINAL NOT CONTAIN ANY MATERIAL LARGER THAN DATE: DATE: PLAN VIEW 71/2 6" MIN. 3/4" TO '����'r '�`�'��'�� B ACKFI LLI N G. 20' TWO INCHES. A SIEVE ANALYSIS, USING A #4 9/14/04 9/14/04 HIGH GROUNDWATER COMPUTATION CROSS-SECTION VIEW PLAN MEW SIEVE, SHALL BE PERFORMED ON A BASED ON TP#2) 1 1/2" STONE CROSS-SECTION OF CHAMBER REPRESENTATIVE TEST BY- TEST BY: BY WEIGHT OF THE FILL SAMPLE MAY BE DOWNCAPE ENG. DOWNCAPE ENG. RETAINED ON THE AMPLE OF FILL. UP TO 45� PERCHED / BEDDED I #4 SIEVE. SIEVE ANALYSES I \ ALSO SHALL BE PERFORMED ON THE FRACTION WITNESSED BY: WITNESSED BY: GROUNDWATER 9.0, _ OF I \ 'gyp OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH DAVID W. STANTON, R.S. DAVID W. STANTON, R.S. NO ADJUSTMENT REQUIRED. " O DESIGN CRITERIA: ANALYSES MUST DEMONSTRATE THAT THE I \ I R rkM A ' MATERIAL MEETS EACH OF THE FOLLOWING PERC. RATE: PERC. RATE: E� d \ I .o I I � I SPECIFICATIONS: I ; I I DESIGN FLOW: 1007 MUST PASS #4 SIEVE �-MIN./INCH 2_MIN./INCH FIELD ! PROPOSED 1 (4.75 mm EFFECTIVE PARTICLE SIZE) 1500 GALLON I , d t,• 3 BEDROOMS AT 110 G.P.B./D 330 G.P.D. 10%-100% MUST PASS #50 SIEVE SOIL EVALUATOR SOIL EVALUATOR v� � 1 ! � �< A. OJALA A. OJALA INDICATES INDICATES PROPOSED SEPTIC TANK \ A �► �,� (0.30 mm EFFECTIVE PARTICLE SIZE) PERCHED PERC. *0 "D" BOX 1 rn i I " ' 0�20% MUST PASS #100 SIEVE SOIL CLASS: SOIL CLASS: - GOUNDWATER TEST \\ I I S89 00 20 W 219.77 ! REQUIRED SEPTIC TANK: (0.15 mm EFFECTIVE PARTICLE SIZE) 076-5�' MUST PASS #200 SIEVE 1 1 , , - (0.075 mm EFFECTIVE PARTICLE SIZE) INDICATES BENCHMARK t gg' 1 330 X 200% 660 GAL. 7. EXISTING UTILITIES WHERE SHOWN L.T.A.R. L.T.A.R. ® UNSUITABLE Sl/�1�� TOP OF DISK IN \ wh wh I � ' I 9 �IYc � SEPTIC TANK PROVIDED: = 1500 AL. IN THE DRAWINGS ARE APPROXIMATE_ 0.74 G.P.D. SQ.FT. G.P.D. SQ.FT. MATERIAL O 0 / �� / CONCRETE BOUND W t1 10 10 , j J WF#2 THE CONTRACTOR SHALL BE RESPON u ELEV 48.9 NGVD I� TP#1 SP b I SIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- DATUM: 10' , PROPOSE t 11 I - SIZE OF LEACHING FACILITY REQUIRED: STRUCTION ACTIVITY WITH DIG-SAFE CENTERLINE OF *co -� I ! AND THE APPLICABLE UTILITY $ DRYWELL ao ZONING SETBACK LINE FIELD LOCATED to 0) ! �� I 4 a I c 4 1 ` _ _j- - - - - - - - - - - - - - - - - - - - - - - DESIGN PERC. RATE: <2 MIN./ INCH COMPANY AND MAINTAINING THE VERTICAL DATUM: ASSUMED WALL / JAN 06 Z N 1 _ _ _ >� L _ _ _ }_ I EXISTING UTILITY SYSTEM IN SERVICE. BENCH MARK USED: FEMA RM-2 ELEV 44.81 CHISEL SQUARE - OFFSITE m LONG TERM APPL. RATE 0,74 G.P.D/S.F. DIG-SAFE SHALL BE NOTIFIED PER CENTERLINE OF 1 sP I b 81, I o THE STATE OF MASSACHUSETTS BENCH MARK SET FRONT: HYDRANT TAG-BOLT ELEV 44.3 10' OFF FIELD LOCATED f Uji ,.� 1 10 1 1 STATUTE CHAPTER 82, SECTION 409 BENCH MARK SET REAR: TOP OF CONCRETE BOUND. ELEV 48.9 WALL / JAN 06 , ' �S oo 1 1 m 330 GPD + 0,74 GPD/SF = 446 S.F. AT TEL. 1-888-344-7233. THE •'� J O ENGINEER DOES NOT GUARANTEE S. 'II i f < w ( •'� AL THEIR ACCURACY OR THAT ALL E I 1 WF#3 UTILITIES AND SUBSURFACE STRUCTURES y sp wh I i �AOFA4 SIZE OF LEACHING FACILITY PROVIDED: PROFILE: NOT TO SCALE PROPOSED � I � MINA / O / � � I � O ' ��" "N�, ARE SHOWN. LOCATIONS AND 1 / B I 1 0 MAI41C D. yG ELEVA11ONS OF UNDERGROUND UTILITIES 4 I v �, USE HIGH DENSITY POLYETHYLENE TAKEN FROM RECORD PLANS. THE TOP FOUNDATION FIRST PIPE LENGTH RESERVE + I / I I I 1 DIBB LEACHING CHAMBERS(3 UNITS) 10'X2'X30' CONTRACTOR SHALL VERIFY SIZE, CONCRETE COVERS TO WITHIN TO BE SET LEVEL I / 1 sp I CIVIL y EL.=49.1 _ 6" OF FINISHED GRADE. FOR MIN. 2' I Z / _ / 24,0 I No.45937 LOCATION AND INVERTS OF UTILITIES FINISH GRADE 1 � I O E =47.5-48.5 5 1 1 I , aa° SIDEWALL-= 2(10'+30') X 2' = 160 AND STRUCTURES AS REQUIRED PRIOR 4" PVC SCH 40 E j 58.7 BOTTOM 10' X 30' 300 TO THE START OF CONSTRUCTION. » SCHPV ` 4" p S LEACHING CHAMBER /; j / wh // I I I m 460S.F, 10.3 / 8. THIS SYSTEM IS NOT DESIGNED FOR ...r.. : J / WF#4 THE USE OF A GARBAGE GRINDER. PROPOSED b 88•8 460 S.F x 0,74 GPD/SF = 340GPD A GARBAGE GRINDER IS NOT I=B I=D I=G 1 / j / O / 58.0 1 _� p� RECOMMENDED DUE TO RECOGNIZED LIMITS OF I .L /' / ADVERSE IMPACTS TO THE LEACHING - I=c I=E " EXCAVATION : : : : : : : j j/W J °� rn I 1 FACILITY. 5 OUTLET I-F EXISTING SEE NOTES 5 & 6 E I j m j � `t wh ! I tee: DIST. BOX DWELLING I 5.1 SEPARATION SEPTIC TANK O > 'r 167.0' • THE ENGINEER IS TO BE NOTIFIED OF / t / n / � d / / > ANY FIELD CHANGES THAT MAY BE O 'd / W z REQUIRED. ! EST. HIGH GROUNDWATER r "� . . .�I OZ >/ 0 Z / / j I v '� J T #30 i i . . . ., � z o , f �` , #5 LOCUS I N FORMATION 0 z PROPOSED E ' % , ca g M CZ ! ff , M INVERT ELEVATIONS. 10'x30' S.A.S. l I : ' ' ' z 00 / / 1 x CURRENT OWNER: SALTED REALTY TRUST � . _ .,� � 0U el BSC GROUP b~ PROPOSED .- I rn �'' h bb f f y �y TITLE REFERENCE: DEED BOOK 15307, PAGE 136 657 Main Street RT. 28 Unit 6 TOP OF FOUNDATION 49.80 A h OBSERVATION I / i / 00. 'f bb s wh f / 1` "'' , ( ) Y �. �- .,� 0 0 �_ j PLAN REFERENCE: PLAN BOOK 227, PAGE 135 W.Yarmouth Massachusetts 4" INVERT AT BUILDING 47.80 B PORT 2 . / _ - a p wh CENTERLINE OF 10� j / 36' '� ASSESSORS MAP: 336 02673 4" INVERT AT SEPTIC TANK (IN) 47.50 C FIELD LOCATED , "� -7- , , x w / ,ew 6 PARCEL: 63 508 778 8919 �+ WALL / JAN 06 4�� INVERT AT SEPTIC TANK (OUT) 47.25 D ZONING DISTRICT: RF-1 PROJECT TITLE: 4 INVERT AT DIST. BOX (IN) 47.17 E PROPOSED .- _ wh ^f WF#7 ,.�-•. E m / SETBACKS: FRONT 30' 4" INVERT AT DIST. BOX (OUT) 47.00 F 40 MIL a I , _ , e SIDE 15' POLY LINER ,.,°.� 15 ��� v�,t ao /, wh LOT 5/ ASSESSORS MAP 336 REAR 15' DESIGN FOR PROPOSED E I s f PARCEL 63 A` MINIMUM LOT SIZE: 43,560 S.F. INVERTS AT LEACHING FACILITY: EVERGREENS �~ C; �` / P / SEWAGE DISPOSAL SIZE AND SPECIES N I / / f f sp / EXISTING LOT AREA: 33,390t S.F. TO BE DETERMINED / / ,p .` / AREA OF WETLAND NITROGEN SENSITIVE 4" INVERT AT BEGINNING 1° OF LEACHING CHAMBER 46.40 G BREAKOUT 47.00 J��, M E 1 f / sp /� CROSSING 430t S.F. ZONE: NOT A ZONE II SYSTEM �00 _ WF#8 OVERLAY DISTRICT- AP ELEVATION AT BOTTOM ._ _4&, _ I AH 44.40 H Q` : a 1 0 h ' 39.7 PROPOSED #71 OF LEACHING CHAMBER �. r,! FEMA FLOOD MOTTLES PERCHED JF m 1 d PR OSED 2 AR / r� h� CULVERT ZONE DISTRICT: "C" DATED JULY 2, 1992 N / W N UQ I 0 GARAGE/ F �T / o ,� INV. 39.5 PANEL #250001 0001 D TON ELA LANE 8 GROUNDWATER 39.30 J ,�o j Y I SLAB ELEV/46.8 89.6' �,� PROPOSED p _ o I f f GRAVEL DRIVE ,.'� o CU M M AQU I D NO OBSERVED GROUNDWATER o 20.0 / ,. \ LOCUS PLAN. N❑ SCALE a BOTTOM OF HOLE 36.3 W Co (PERVIOUS) � �` � �'` \ \ \ M ASSACH U SETTS ca �¢ 46.0 Co `\ \ \ \ \\ \ ` \ \ \ m PROPOSED ``� -- 44.0 � F.. / �� �\\\ \ \ � � "�9 O PREPARED FOR: VARIANCES REQUESTED: DRYWELL I Sp b ''`` / \ ` \ ` °C N SALTED REALTY TRUST 6 DIA. / 2 bb wh OF STONE I wh , �I W , Z J Mr. RICHARD SETTERLUND TITLE 5 VARIANCES REQUESTED: NONE --4 �r ,,-� r Q F- P.O. BOX 605 39.5 o W. BARNSTABLE, MA 02668 CID ,� .. PROPOSED Z P I f �'54' PROPOSED HAYBALE ,.'� CULVERT WF#105 Cq TOWN OF BARNSTABLE BOARD OF HEALTH: PLAN VIEW - --4�_ 1 �� �,.'42.6' , �' AND SILTFENCE _ -- -- "{`yyF#1 p /j INV. 39.4 �� \�P��' (508) 362-0244 SECTION 360-1 LOCATION OF COMPONENTS WITH RESPECT TO WATER BODIES T - - PROPOSED STONE / .� LOCUS ' ' , _ 2 --- _ _ - / ,, RETAINING WALL /- - _ - - DATE: MARCH 8, 2006 SCALE: 1 - 10 FEET ! _ _ _ - - - - - - - - - - p I� a - - - -�' - - - - - - - - - ¢- - - - - - - - - w PROPOSED SEPTIC TANK TO BE 81 FROM WETLANDS IN LIEU OF 100 >_ _ _ _ _ _ _ _ _ _ _ _ - - - - - - _ - _ 1 wF#1o4 CANDY z z y�. �` ,,.•--• ZONING SETBACK L{NE �� ,�s�'"`�VVF#11 � / LN 3 3 COMP. DESIGN: K. HEALY A 19' VARIANCE IS REQUESTED. J.V _, , � � a o 0 5 10 20 FT / / �, CHECK: M. DIBB PROPOSED S.A.S. TO BE 88.8' FROM WETLANDS IN LIEU OF 100' ,�o ' ~ -�1 --' - / DRAWN: K. HEALY 9 A 11.2' VARIANCE IS REQUESTED. ���- / �j 6A FIELD: D. GAZZOLO / J. McCARTIN J� ao WF 12 AL 'A` �WF#102 '� FILE NO. 8920-SEP.DWG PROPOSED RESERVE AREA TO BE 86 FROM WETLANDS IN LIEU OF 100 0 - # _ _. _--' ,,,,�., „ ... , WF#103 • o y^� .. 00 A 14' VARIANCE IS REQUESTED. ! h° °'" �'' -` "` �. r.- •r --r � �-- � � 5682-01 SHEET 2 OF 2 ,= s89 081 o w 225.46 �.,�j� JOB N0. 4-8920.00 a