The URL can be used to link to this page

Home My WebLink About0111 NIGHTINGALE LANE - Health k � Budget Dental Car �r =� Nightingale Lane O I 1� v 1 � ��el�r ��'�V� �, � ', �F �� t I R '�a I J' iR X A ,� A 1 uL'v John From: "Daniel A. Ojala PE, PLS <downcape@downdape.com> To: "Eliza Cox'"<ecox@n utter.com> Cc: "Peter Brown"<bropet@verizon.net>; "John Berry"-cJpJberry Ccom. st.net>; "'Patrick Butler"' <pbutler@nutter.com>; "Lynne Wamlyn"eshconsult2@comcast.net> Sent: Thursday, January 03, 200812:01 PM Attach: 06-060 Berry Transmittal 1-3-08.pdf; 06-060 Berry 12-31-07 stamped.pdf; Doc 1076902 Berry Order.pdf Subject: BERRY REVISED PLAN TO CONSCOM &BOf-1 To: Project Team Attached please find an electronic copy of the materials which will be filed today with Conscom and the BOH. The revisions are minor, so I don't anticipate any issues. I have also included an electronic copy of the Conscom Order of Conditions for your reference. Please-contact me with any questions. Thanks, Daniel A.Ojala PE,PLS down cape engineering, Inc. 939 Main St. (At. 6a) Yarmouth Port, MA 02675 downcape@downcape.com - 1-508-362-4541 ph.x108 1-508-362-9880 fax _ 1 10/23/2009 Town of Barnstable Conservation Commission Form R 200 Main Street n ■` Hyannis Massachusetts 02601 Office: 508-862-4093 E-mail: conservationna,town.barnstable.ma.tis FAX: 508-778-2412 Revised Plan Request SE3- t%Y0.00C expiration date: Applicant Name: I Why is a revised plan being submitted? 2. If a revised site plan is being submitted,what is its revision date? 3. Does the revised site.plan have as original stamp,signature,and initials in the revision block? 4. What parts of project are completed? /y4 � 5. What parts of project are not completed? 6. Are completed parts of proje t in compliance with the approved plan and Order of Conditions ? ' 7. Have special conditions been met to date? E.g. photographs of undisturbed buffer,certified foundation plan? /1/D 1 8. Are sediment controls in effective condition? /U9 Representative's Signature bate �'tn�t c L A- t1�Atih opts,� '�C.E, MG• �'frEr`tT Please submit this form,a cover letter,two plans with original stamp&signature, and a S 25 check made payable to the Town of Barnstable. If this revision includes activities not part of the original application,add the appropriate activity fee. Also, ` prepare an additional seven collated sets for distribution to the commissioners. QAConservtAOEPFORMS\Form R.doc rev:01 NOV 200S tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 - yarmouth port - mass 02675 down Cdpe engifteefXg structural design civil engineers&land surveyors ' Arne H.Ojala P.E.,P.L.S. - Town Of Barnstable 1. Daniel A.Ojala,RE.,RL.S. Timothy H.Covell,RL . land court Conservation Commission . surveys 200 Main St. Hyannis,MA 02601 site Planning Dear Mr. Chairman, sewage system Attached please find a slightly modified Site Plan for Berry- (12-31-07 date). designs The history of changes is as follows: inspections.. 9-13-07: Original plan date 10-3-07: Pursuant to the BOH filing and requests of Health Staff,we modified the permits plan slightly to include a reserve leaching area,we moved the leaching slightly into an"L"configuration to get it even further from the resource areas,modified the text on the variances to match these changes, and added the additional test hole information. (no changes to footprint or yard setbacks) , 10-11-07: Modified plan slightly at the request of ConsCom to infill the tiny strip between wetland flags#3 and#4 with the proposed plantings at the edge of lawn. { 12-31-07: Reduced the footprint,reduced the full cellar space, and modified the driveway. The setbacks to,the street improved slightly,the setbacks to the resource areas are unchanged. • anks Daniel A.Ojala PE,PLS down cape engineering,inc. 939 Main St.(Rt. 6a) ,Yarmouth Port,MA 02675 downcapel downcape.com 1-508-362-4541 ph.x108 1-508-362-9880 fax ' i tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 Yarmouth port mass 02675 down cab e engineering structural design civil engineers&land Surveyors Arne H.Ojala P.E.,P.L.S. Town of Barnstable Daniel A.Ojala,.P.E.,P.LS. l Timothy H.Covell,P L.S. and court Board of Health surveys . 200 Main St. Hyannis,MA 02601 site planning Dear Mr. Chairman, . sewage system Attached please find a slightly modified Site Plan for Berry. (12-31-07 date),. designs The history of changes is as follows- Inspections - 9-13-07: Original plan date I permits 10-3-07: Pursuant to the BOH filing and requests of Health Staff,we modified the plan slightly to include a reserve leaching area,we moved the leaching slightly into an"U.configuration to get it even further from the resource areas,modified the text on the variances to match these changes, and added the additional test hole information. (no changes to footprint or yard setbacks) 10-11-07:Modified plan slightly at the request of ConsCom to infill the tiny strip between wetland flags#3 and#4 with the proposed plantings at the edge of lawn. 12-31-07: Reduced the footprint,reduced the full cellar space, and modified the driveway. The setbacks to the street improved slightly,the setbacks to the resource areas are unchanged. Thanks,_ r Darnel A.Ojala PE,PLS i -- down cape engineering;inc. 939 Main St.(Rt.6a) Yarmouth Port,MA 02675 dow•ncape@downcape.com 1-508-362-4541 ph.x108 1-508-362-9880 fax .r i Comparison of 1/23/08 ZBA approval with 9/21/09 plan change Reduced footprint: Improved lot coverage and floor area ratios: LOT COVERAGE 1/23/08 ZBA approva18 9/21/09 Plan change" Allowed First floor 1,709 s.f. 1,481 s.f. Garage 291 286 Decks 422 421 Total 2,422 s.f 2,188 s.f. 3,326 sf Ratio 14.6% 13.1% 20.0% *site plan dated 12/31/07. **site plan dated 9/21/09 FLOOR AREA 1/23/08 ZBA approval 9/21/09 Plan Allowed First floor 1,709 , 1,481 Second floor 772 980 Garage 308 286 Basement 958 1,383 Total Floor area excluding 2,481 s.f 2,461 , garage&basement Total Floor Area including 2,789 s.f. 2,747 s.f. 4,989 s.f. garage,excluding basement Ratio 16.7% 16.4% 30.0% . Setbacks more conforming: 1/23/08 ZBA approval 9/21/09 Plan Allowed West property line 12.8' 18.8'* 10, East property line 26.8' 27.1' 10, Street NE 11.0' NW 15.7' NE 11.0' NW 18.5' 11.0 per special permit BVW 50' buffer undisturbed 50'buffer undisturbed John & Margaret Berry TOWN OF QARNSTABLE 111 Ocean Drive PO Box 210 '0 OCT 23 P14 03 West Hyannisport MA 02672 ipiberrv@comcast.net 508-773-2347 of�L-t October 23, 2009 Town of Barnstate Board of Health 200 Main Street Hyannis, MA 02601 'RE: 111 Ocean Drive, Hyannis (A 266.005) Dear Mr.Chairman, I stopped by a week ago and spoke to Donna Mi®randi at the BOH counter to Inquire about the process to submit a minor change in our Title V plan approved by the Board of Health on October 16, 2007, She suggested providing the following which are attached: • 2 large sets of the new stamped Title V plan. (This reduces the footprint of our proposed house; It makes no change to the design or location.of the septic system/SAS.) e The second floor house plans(I have also enclosed the first floor.) e A data sheet showing a comparision of the earlier approval with the new plan e The recorded deed restriction. I also attach a copy of correspondence to the Board dated 1/3/08 from-Dan Ojala of Down Cape Engineering,with two copies of the 12/31/07 stamped plan,since those were not In the file when I stopped In. His letter outlines the nature of the changes to the 10-3-07 plan referenced-In,the Oct. 16, 2007 Board of Health approval. Thank you for your consideration. Please call us if you need additional Information. Our Email address is ipiberrV@comcast.net. Sincerely, John and Margaret Berry Enclosures: Title V plan dated 9/21/09 Worksheet Title V plan dated 12/31/07 ' Correspo ence dated 1/3/08 FROM Panasonic FAX SYSTEM PHONE NO. 508 771 1282 Jun. 07 1996 05:37PM P1 6 trl l4` Oct V Fleet Caotat ,e2dh _..._ ai ,i, G}IGi+i J •_ : "Y + St`;��' � r r r; ,�.. a ,.. TELECOPY/FACSIMILE TRANSMITTAL FORM PLEASE DELIVER T0: N U . _ p3 SENT FROM IIWO TRANSMITTING FAX: (401) x78-3492 k* TELEPHONE NUMBER! (401) 278 TOTAL -NUMBER OF PAGES TRANSMITTED INCLUDING COVER-SHEBTt IF YOU HAVE NOT RECEIVED ALL PAGES INDICATED OR TRAN9MYSSION ,.r ` `T I5 NOT CLEAR, PLEASE CONTACT SENDER AS SOON AS POSSIBLE. �� `tt*y� �` * ;��•��;� j bpi+° {s e, a ��zt'�:., MESSAGE= _.,.J�.C•F.,lc�•�� fi�'�'Ll.�-�,�(�' ��`'_(f,Yc-� d'iv r �K -a�zl Lit -A /'L �'s r" Y .r '£f i, `, T .•A~ n vi14'2rk .n'tn} s +y n¢ S sv n Sjd M 7iY t a FROM Panasonic FAX SYSTEM. PHONE NO. : 508 771 1282 Jun. 07 1996 0537PM P2 7UN-04-i a95 1024 F►OM GAF' U IHN I U 1 t o � --- G.A.F. ENGINEERING INC. FROFUSIONAL t3NCiN6ERR PItpFF2$IONA1# LAND SUitY@YOt.S • t �- i 10ba aid Margret BextY ' 135 w+aadungta Stress ' tea► t � Re: Ill O08a0 Street �.._.« Irk W. ort, 14iA 02612 [:61,Job fig-96-3709 De Mr.ff1 MVl RM: titled Please be advised that I bRve te++iew®tl the plan ' 'oposed N fi� Dr. Robert Nsrdone. I i l ocean Street W. Aye»as 0M M4 by CrIds R Sholt Profewaonal 1-sneer, P.O. Boot 781,Dcnncla,MA and dated b"Y 31, 199b. It is notad that the>IM C*Py received and reviewed by thl,office is AaMPM?PM-II*tQiARY". In addition to the P10 review,a cite WV eWtd was eon&mted an Anna 6, 19%. Aased upon the above reviews,I raspeattirlly offer the fbllo*ft eyOMMOs: 1)No fts deauaeaft th0 edge of the resou m area(oih wpjW' obe604od on site and ti"dote,oodwm9lon and miew of the boundWY is not pcuseibla. 2)Thefonowwg vatbmaw,from the Darnetable Board of Roft IMMUM wera i Paa Vmc sew► 4 Tb�replete does net anew s WO to be i.i n.. „sad fb,leacbias area,within 250 feet of a watetoourse and less than 14 tbet above msaimum adjusted gtoundwam The desism PLU3 W&WO tba WO Of 00 to be a�nl j�.03 feat ebo�+e >naadoa>sn adjusted v howrvex the leeolang area 'is shown y V dwater and vgo'om ly lus fact£Foss the WNW eoum(8>alt marsh). This regMoat20"5eP3taite P to each WMtn for unit.. The design plan Sovs OAY OW linos to the eioc Wfih ators. 1� , � ,ay � -,iyfi M ip4 1•a t\r y'3,.r4 c 454 Wareham Street�P.O. Box 033 • Marlon. MA 02738 ,Tel, (508) 748.02-Z _ :�,•., �w,"' ,^„. try �" �� fX1W� 16AM k 1 , r • FROM Panasonic FAX SYSTEM PHONE NO. : 508 771 1282 Jun. 07 1996 05:38PM P3 JuN- -19' W24 FROM GAF Et4IhEERING (pgRION) 4. ti jJ tS• 3)Btefiulstions per Tale V. '. F 9ecdon 310 CMR 1S.405-T* dOn A pmp"Y� $way of a�o�ofthe system is wuh9n five(� a psopert9 fine, ry wd sy�is shown 0.5 6t a=tho wrt POP"48o 6'i t is since the p p0 be lid staked os that pmpeatty Um be mturW its teaoo�mended tbet the system pi the ytoposed systesa, the field to t tbo P� oas mlativt to thn about; please aae < ' if you]yava mY 4Mti vw*b* + y .. v Fag", n t ^ A's J s� 3 .. r•f �y t �7.t� ,�*i'x�+�n�.� �` da''Fk�t` t� f#�,, S'3a' t •t '_ -'E�ar'�ty 3 & a�' j K z s •�" 3 +., A. y� P z >�t r p r s y r 6 im, 4� �f+l� • .. `Y.a .rt��b��SE'P.�aLS, K�w�C'y`y�,*P`2��"� ,.'h��. V NO. TOWN OF BARNSTABLE DATE Of ttN�,E TD ' OFFICE OF FEE 131Aaasnn BOARD OF HEALTH RECEIVED BY MA/l. gab 1639• 367 MAIN STREET �0 YAt HYANNIS,MASS.02601 VARIANCE REQUEST FORM ALL VARIANCES MUST BE SUBMITTED FIFTEEN (15) DAYS PRIOR TO THE SCHEDULED BOARD OF HEALTH MEETING. / Lf NAME OF APPLICANT �/^ ,r''T` //TEL. NO. 7 7 - -5 ADDRESS OF APPLICANT NAME OF OWNER OF PROPERTY^ ,- ,�'L/7 -- SUBDIVISION NAME DATE APPROVED ASSESSORS MAP AND PARCEL NUMBER IV 6 l� LOCATION OF REQUEST U6 I/✓r ��/,g,�h/S/'�/.f SIZE OF LOT SQ.FT WETLANDS WITHIN 200 FT.YES NO VARIANCE FROM REGULATION(List Regulation y-P/ �?1/ : fir) ae Y�� S19.S 7e l„7E. REASON FOR VARIANCE(May attach if more space is needed) ti PLAN - FOUR COPIES OF PLAN MUST BE SUBMIT i OUTLINING VARIANCE REQUEST. 1996 i 101M10F r VARIANCE APPROVEDo� NOT APPROVED REASON FOR DISAPPROVAL ` pp lr>' BRIAN R. GRADYt R.S. CHAIRMAN SUSAN G. RASR, R.S. JOSEPH C. SNOW, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE f NO. a TOWN OF BARNSTABLE DATE CF IRE T�� io OFFICE OF FEE llA"9TAn BOARD OF HEALTH RECEIVED BY 0"" 1639. 367 MAIN STREET HYANNIS, MASS.02601 VARIANCE REQUEST FORM ALL VARIANCES MUST BE SUBMITTED FIFTEEN (15) DAYS PRIOR TO THE SCHEDULED BOARD OF HEALTH MEETING. NAME OF APPLICANT i^ �i�e' L TEL. NO.,2'7,6' ��41,F ADDRESS OF APPLICANT / (2 NAME OF OWNER OF PROPERTY, 7— lad 17 2� i SUBDIVISION NAME DATE APPROVED ASSESSORS MAP AND PARCEL NUMBER AP Z6 LOCATION OF REQUEST / GG e. 116&,I, SIZE OF LOT SQ.FT WETLANDS WITHIN 200 FT.YES jl NO VARIANCE FROM REGULATION(List Regulation Y,2/5 ,?I l % 0 Sr9S to f*",-0,X,-l1v //riel, lit? REASON FOR/j VARIANCE(May attach if more space is needed) / h. 4 w '7 a / PLAN - FOUR COPIES OF PLAN MUST BE SUBMIT l A tI t 1996 -mod OUTLINING VARIANCE REQUEST. VARIANCE APPROVEftwe NOT APPROVED REASON FOR DISAPPROVAL L 9 BRIAN R. GRADY, R.S. , CHAIRMAN / SUSAN G. RASR, R.S. JOSEPH C. SNOW, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE ] PAR ] Real Estate System - General Property Inquiry] Help [ ] Pa-rcel;,Id-: 266 005- - Account No: 167848 Parent : Location: OCEAN DRIVE > Neighborhood: 58AC Fire Dist : HY Devel Lot : 5 Lot Size : . 82 Acres Current Own: NARDONE, ROBERT & NANCY State Class : 101 141 NANDINA CIRCLE No. Bldgs : 1 Area: 1908 Year Added: PONTE VEDRA FL 32082 Deed Date : 080184 Reference : 4210/286 January lst : NARDONE, ROBERT & NANCY Deed MMDD: 0884 Deed Ref : 4210/286 Comments : Values : Land: 183000 Buildings : 75300 Extra Features : Road System: 111 Index: 1134 (OCEAN DRIVE ) Frntg: 115 Index: ( ) Frntg: Control Info: Last Auto Upd: 011396 Status : C Last TACS Update : 011196 Land Reviewed By: Date : 0000 Bldgs Reviewed By: Date : 0000 Tax Title : Account : Taken: Account Status : Hold Status : Cancel [ ] Press XMT for more data Next screen [PAR ] Action [ ] Owners Name [ ] Road Index [ ] Road Name [ ] Parcel Number [266] [006] [ ] [ ] [ ] CRAIG R. SHORT, P.E. PROFESSIONAL CIVIL ENGINEER,CUSTOM DESIGNER P.O. Box 781 1 Dennis,MassaChuselts 02638 'Teleltltnn^(!>Of3)1O;i-(i!S30 F;1%�(5011)1Y111-3063 ASSESSORSWNo; _ PARC'-INO 6113/96 Ed Barry, BOH Agent 367 Main Street Hyannis, MA 02601 RE: 111 Ocean Drive, West Hya.nnisport, MA File # 1-796 Dear Mr Barry: This is to certify that the septic system was installed substanclally in compliance with my design Flan of 5/31 /96 as approved and permitted . Also enclosed is the AS BUILT of the system. If you have any comments or questions please contact me . Very truly yours, cc Dr Robert Nardone William Robinson ✓Barnstable Conservation tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering structural design civil engineers&land surveyors Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala,P.E.,P.L.S. October 5, 2007 Timothy H.Covell,P.L.S. land court surveys Barnstable Board of Health site planning 200 Main Street ` Hyannis, MA 02601 sewage system Re: 111 Ocean Drive, West Hyannisport designs € Dear Board Members: 1 inspections This letter is an addendum to the cover letter filed with the variance request package for the above-referenced site. The site plan has been revised to show the Permits ,. ., primary leaching facility as far from the resource areas as practical, as well as now meeting the 20' setback to the proposed foundation. 4 We are responding to Mr. McKean noting the fact that the Disposal Works Application indicates 2 bedrooms, even though the approved septic design plan, as based on Title 5 '95, was for four bedrooms. The original septic upgrade plan was filed for necessary variances(in 1996) and subsequently.approved, signed off by Susan Rask, then chairman of the Board of Health. Upon review of 15.002 (definitions), "approved capacity" for a 1978 Code system is based on the Disposal. Works Application (or Certificate of Compliance), whichever is less. For a system designed in accordance with 310 CMR 15.000 (which this system is), "the approved calculated capacity'is'based on the loading rates found at 310 CMR a 15.242". Subsequent discussion with Brian Dudley from DEP to gain clarification.on the above supports the fact that this is an approved four bedroom system and therefore the owners are entitled to a four bedroom dwelling. The dwelling as.proposed is for 3 bedrooms plus an office. The project consists of moving a portion of the existing dwelling and adding onto that portion, which will bring the dwelling into better zoning conformance than what exists. By moving and angling the dwelling and addition,there is now greater area for the leaching facility to also be in better conformance with Health Regulations. The existing leaching facility, currently straddling the easterly lot line, could not be placed on-site without the need for greater variances than what we are requesting currently, should there be no proposed construction. An attempt to gain an easement from the neighbor was not met with any success. In summary, we do not consider this-project to be"new construction', as under the definition this will be a replacement of a building,in`ekistence as of March 31, 1995;there will not be an increase in design flow, no increase in design flow above the existing approved capacity, no increase in the number of dwellings or dwelling units and no increase in the number of bedrooms. Very truly yours, Daniel A. Ojala,PE,PLS Down Cape Engineering, Inc. cc: M/M Berry Peter Brown tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering structural design civil engineers &land surveyors Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala,P.E.,P.L.S. Timothy H.Covell,P.L.S. land court September 18, 2007 surveys Dear Abutter: site planning A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from Title 5 Regulations under CMR 15.000 and Town of sewage system Barnstable Regulations for the subsurface disposal of sewage for the proposed re- designs location of a septic system in tandem with new construction at 111 Ocean Drive, West Hyannisport. The variances requested are as follows: inspections Variances requested under Maximum Feasible Compliance 15.405: permits la: reduction in setback, SAS to lot line(10' to 5' at sideline, 10' to 2' at road line) lb: reduction in setback, SAS to foundation(20' to 18') Variances requested under Barnstable Board of Health Regulations: Art I: Section 360-1: Septic tank to be 84'from edge of wetland(16'variance), 12.5' to Coastal bank(floodzone elevation 11); leaching facility to be 27' from coastal bank (elev. 11)—73' variance Said hearing will be held in the Hearing Room, South Street, Hyannis, October 9, 2007 at 3:00 pm. Please check with the Health Department to confirm.date and time if you are interested in attending. Sincerely, xr. Sarah B. Ojala Down.Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health barnboh TOWN OF BARNSTABLE D LOCATION // ` n ye, SEWAGE# aoaq� 6 ` .kkVILLAGE s ASSESSOR'S MAP&PARCEL /Y!A66 iNSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY -h—VrO LEACHING FACILITY:(type) Lk t � (size) Sa--,0/4-V NO.OF BEDROOMS OWNER PERMIT DATE: !j COMPLIANCE DATE: Separation Distance Between e: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility oeFeet 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) s Feet FURNISHED BY > � � ✓ b� yq �� P 7�� ,� �1 Q � �f t� � i !' t � _� _ � _ } +. �° �' - � tv � c � t4 ;- ;.. � . :.tea a �j � �: �� 4� ., . ..� � � �, �6bAf&, vfp Fee No. r .� � ��I� THE COMMO WEALTH OF MASSACHUSE $ Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS c�� dvs 2ppfitatiou for Disposal Opstem Coustruttion permit pplication for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /// dG,tdJ Q�ir/ Oyuaer's Namne�Address,and Tel.No. Assessor's Map/Parcel/ „j LY �� .� �,yy Installer's Name,Address,an_duel;No Designer's Name Address,and Tel.No 25- �j/J✓��`CSVI MSG'N v J��ryo v�l Type of Building: 9 Dwelling No.of Bedrooms Lot Size / Q sq.ft. Garbage Grinder( ) Other Type of Building 44/4:� ® No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) � gpd Design flow provided gpd Plan Date Q �), �y%� Number of sheets Revision Date Title/// Size of Septic Tank S�� Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board off. alth. ,Si ed `� Date_ Application Approved by 7JDate Application Disapproved by Date for the following reasons Permit No. J Date Issued' r;,nv-'�.•.r.,,wrywo+r+rvw.,N.v^+f.i+^.+^K•r'.0"'a+•Kw.:.3:.a+rine'�.-. w.. .....»..-�....-- ..�...�..�,«...-._....-.-.,.;� .-.,vw_'^' _Y, w.'^,�,,..,,,nr.av*r' .,.�.r � w., .r .-._.. No. s "" t. J�k� �l/ Fee L D THE COMMO WEALTH SS Entered in computer: L H OF MASSACHUSETTS Yes 1 PUBLIC HEALTH DIVISION =TOWN OF BARNSTABLE, MASSACHUSETTS . �� pfitation fors]Disposal 6psteut Construction Permit r, `Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components. Location Address or Lot No. /// O- L /l/ OaQ�✓ O�er's Name,Address,and Tel.No. ' Y.ow vi Assessor's Map/Parcel/�.,7� ;V"�j" YqW(V2G�Cr� Installer's Name,Address,and�el..Nok�D,Esifrer'T�drre Address and Tel.No� Type of Building: ,� f Dwelling No.of Bedrooms ~'_(Lot Size�,/. � 1 Q sq.ft. Garbage Grinder( ) Other Type of Building6l/6:)49 No.of Persons Showers( ) Cafeteria( ) l Other Fixtures } Design Flow(min.required) 49"OZ9 gpd Design flow provided gpd ` Plan Date4S',t�S�✓, AOc>5*� Number of sheets Revision Date Title // GG 1F/ ®.Q/yiy :5;/2-: /( Size of Septic Tank l s`f� 4bW", Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) F _ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board off- Aqed-v --�.X,X, 1�� Date Application Approved by Date Application Disapproved by r ✓y Date for the following reasons ` n Permit No. Date Issued Wz r' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS . Certificate of Compliante THIS IS TO CERTjFY,that the On-site Sewage Disposal system C nstructed( X) Repaired( ) Upgraded( ) Abandoned( )by_Jj/ ,g-,V i1 I l U s\\ at r/��M Pl V-F U f,, )V Y J has been con"in nce with the provisions of Tit e 5 and the for Disposal System Construction Permit Noced Installer fG V IC, iJ Designer #bedrooms Approved design flow , gpd The issuance of this permit shall not be construed as a guarantee that the system wilf funeti/q� � design . Date_ E Inspector /4✓ /� e� f p �¢._...-�..� No.------- ---- ��---- -�-__--__ r.___•_-----_--------__-_---____.,_____------------------ .-__.__-r--- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Misposal bpstem Construction Permit Permission is hereby granted to Construct( ) Repair-( )�, /� Upgrade( ) �Abano©p System located at / /f 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 4 st be 'om eted within three years of the date of this permit. Date Approved by i � �� FROM :down cape engineering inc FAX NO. :15083629880 Jan. 21 2010 08:49AM Pl qvv r. cl 3 ausli.."a Reguilatov S'eT -e,, J y 9ARNWABLE, HMS DIV oinvi McKean, Director 160 Ivif-afil Street,HyliapmAS,M.A 0,60 11 (-')ffiu-: JOS-862-4644 509-190-6304 NstallkTr & .k1fiqu. Designer- �Own ewe F4,�,?/AJ9-n,!a las�lluvr; V Address: Addrem, �tL.4-..Q.. P o 0-11 N LL Was issued a pel-1-11 il to I W,,t-edl a Y(an al cr) Soptic system,aL based on a design drawn by —Ock (adch-ess) L1/GLvj-,el 06- P, dated (&Agricr5 ce.rtify that the Septic. Systun referenced above was .ingal-led substantially according to the design, which may 111CRILIC. imilor approve.d change.s such ,,-)s laters.l .relocation of the distribution box aiidJur septic.: tank. I certify that the Seplic SYJLCIxl reTerenced above was 'wstallcd with major changes (i.e. greater than 10" Mteral relocation.of the S.AS or U)y ver-li.cal relocation of 1uly coinvolic-lit of theseptle, System) but in.,qccordance with State & .Loca.l Regulations. Plan re-visim.1 or certified a:;-built by dosiC-Lier to follow. 1/20ftok 0 DANIFml-A. (TDslaller'.q Slegialurc) OJALCIVILA No.46502 G/S�0 EN (Affix Dcsigner' Stamp lleict) DIVISION. CERTI nWATE Q�r jTitLk,SF, 'RETURN TO .11A. Yf' B.FAWA-H 1701 ?ETA7RC; iiL NOT 19-V I'SSITTES) ENTll, 1R)TU 11 RM^ AIND AS-BUILT CARD "J, RECEIVED THANK YOU. IttF 1�~°.� Barnstable Town of Barnstable Ul-AmalcaCily RNMALSS.SWTAe k Board of Health . ibg9 �� 19 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. JunichiSawayanagi October 16, 2007 Mr. Daniel Ojala Down Cape Engineering, Inc. 939 Main Street Yarmouthport, MA 02675 RE 111 Ocean Drive Drive, Hyannis A= 266-0Q5 Dear Mr. Ojala, You are granted variances, on behalf of your clients, John and Margaret Berry, to construct a replacement onsite sewage disposal system at 111 Ocean Drive, Hyannis, Massachusetts. t The following variances are granted: i - 1 310 CMR 15.211: The soil absorption system will be located two (2) feet away a , /from the northerly property line, in lieu of the ten (10) feet V miinimum setback required. 310 CMR 15.211: T e soil absorption system will be located five (5) feet away from the easterly property line, in lieu of the ten (10) feet minimum setback required. Section 360-1 The septic tank will be located eighteen (18) feet /away from a coastal bank, in lieu of the minimum 100 feet separation distance required. 10 CMR 15.102: Only three test holes (soil evaluations) were performed. 1 J ` hese variances are granted with the following conditions: N (1) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and . Q:\W PFILES\Oj alaBerry 111 Ocean Df ve2007.doc k 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 four (4) bedrooms maximum. A copy of the �!! recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. The applicant shall submit a second floor plan showing the proposed reconfiguration, to be reviewed by Health Division staff prior to obtaining a disposal works construction permit. /4) The septic system shall be installed in substantial conformance with the plans dated October 3, 2007. (5) 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 plans dated October 3, 2007. 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 o wetlands. Sincer I yours, Waynb Miler, M. . Chairman Q:\WPFILES\0jaIaBerryI I I Ocean Drive2007.doc Ox' tf1E DATE: V � D ? FEE: IARN:TAELM K481639 039. A� REC. BY CiF � Town of Barnstable SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff D.M.D. VARIANCE REQUEST FORM lt LOCATION , I Property Address: 1 l\ Q � Assessor's Map and Parcel Number: Size of Lot: 3 3 . \!b t Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: Phone ? Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: J o iA t4 4- A(3-�y'; �' Name: E ram: Address: o t'e -x-( PA. W- -4" *1,-se—y-Address: 1 Phone: 'I"1 B - 2,5 4 a- Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORK: House Addition 000 House Renovation, Repair of Failed Septic System ❑ �a 44-ALA-n u4 Sa S o�i�l o wad t-o Checklist (to be completed by ofce 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)conies 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) _ 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/leasee only], outside dining variance renewals [same owner/leasee only], and variances to repair failed 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 APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL 1j�. 64-".5 S r� ' John & Margaret Berry 111 Ocean Drive PO Box 210 West Hyannisport MA 02672 ipiberry@comcast.net 508-778-2847 October 23, 2009 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: 111 Ocean Drive, Hyannis (A 266-005) Dear Mr.Chairman, I stopped by.a week ago and spoke to Donna Mlorandi at the BOH counter to inquire about the process to submit a minor change In our Title V plan approved by the Board of Health on October 16, 2007. She suggested providing the following which are attached: • 2 large sets of the new stamped Title V plan. (This reduces the footprint of our proposed house; It makes no change to the design or location of the septic system/SAS.) • The second floor house plans(I have also enclosed the first floor.) • A data sheet showing a comparision of the earlier approval with the new plan • The recorded deed restriction. I also attach a copy of correspondence to the Board dated 1/3/08 from Dan Ojala of Down Cape Engineering,with two copies of the 12/31/07 stamped plan,since those were not in the file when 1 stopped in. His letter outlines the nature of the changes to the 10-3-07 plan referenced in the Oct. 16, 2007 Board of Health approval. Thank you for your consideration. Please call us if you need additional Information. Our Email address Is ipiberrv@comcast.net. Sincerely, rv�h- G John and Margaret Berry Enclosures: Title V plan dated 9/21/09 Worksheet Title V plan dated 12/31/07 Correspondence dated 1/3/08 DEED RESTRICTION WHEREAS, John P. Berry and Margaret D. Berry,Trustees of Ocean Street Realty Trust, under Declaration of Trust dated September 11,.1997 and recorded with the Barnstable County. Registry of Deeds (the"Registry'D in.Book 10968, Page 230, (the"Trust's of 111 Ocean Drive, West Hyannisport, MA 02672, are the owners of 1,11 Ocean Drive, West Hyannisport, MA, more particularly described in the deed to the Trust recorded with the Registry in Book 10968, Page 234 (hereinafter, the"Property'D; WHEREAS,the Trust, as the owner of the Property, has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on the Property as a pre-condition. to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code,Title V, (hereinafter "Title V"); WHEREAS, by decision dated October 16, 2007, the Trust obtained certain variances from the Barnstable Board of Health from certain provisions of Title V and the local health regulations allowing for a new on-site sewage disposal system to be constructed on the Property(the"Variance Decision'D; WHEREAS,the Variance Decision contains a condition requiring the Trust to place a deed restriction on the Property restricting the Property to no more than four(4) bedrooms. NOW,THEREFORE, the Trust does hereby place the following restriction on the Property in accordance with the Variance Decision, which restriction shall run with the land and be binding upon all successors in title: 1. Any house or structure constructed on the Property shall be limited to a maximum of four(4) bedrooms. . 2. The Trust agrees that this shall be a permanent deed restriction affecting the Property.. 3. This restriction,may be amended or released by the Barnstable Board of Health upon (i)the Trust or its successor's request of such amendment or release; and., (ii)the Property being connected to a municipal sewer system and the septic system serving the Property being abandoned in accordance with 310 CMR 15.3.54. Executed as a sealed instrument this day of 0G-V 2009. John P. Berry,Trustee of can Street Realty Trust Margaret D. rry,Trustee of the n Street Realty Trust COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. J✓!-,>r 2009 On this day of J LP4 2009, before me, the undersigned notary public, personally appeared John P. Berry and Margaret D. Berry, Trustees of Ocean Street ealty Trust, proved to me through satisfactory evidence of identification, which were 2 use S r LE NS Es , to be the persons whose names are signed on the preceding or attached docu nt, and ackno dged to me that they signed it voluntarily for its stated purpose s Trustees o e c, n`Sfreet Realty Trust. g rl ti A Nota P ,� /j " ° irk ',• ' ` � My Commission; expires: 1840012.1 -2- Ocean Street Realty Trust Trustees' Certificate The undersigned, John P. Berry and Margaret D. Berry, Trustees of the Ocean Street Realty Trust, under Declaration of Trust dated September 11, 1997 and recorded with the Barnstable County Registry of Deeds in Book 10968, Page 230, hereby certify as follows: 1. We are the sole Trustees of said Trust; 2. That said Trust has not been altered,amended, revoked, or terminated; 3. That we were duly directed by the Beneficiaries, who are of full and legal age and who own 100% of the beneficial interest in and to the aforesaid . Trust to take the action stated the document entitled Deed Restriction dated 2009 and recorded with the Barnstable County Registry of Deeds herewith. Executed as a sealed instrument this �� day of J v . 2009 John P. Berry, Trustee Margaret D. rry, Trustee COMMONWEALTH OF MASSACHUSE77S Barnstable,.ss. 2009 On this day of Ju 4,1 2009, before me, the undersigned notary public, personally appeared John P. Berry and Margaret D. Berry, Trustees of Ocean Street Realty Trust, as aforesaid, personally know to me or proved to me through satisfactory evidence of identification, which was, e to be the persons whose names are signed on the pr ing or C e document, and acknowledged to me that she signed it voluntarily or its ed -seas said Trustees. ED My Commission Expires .. •,�,,��' b 1840056.1 %.`�•'• °` .. ..... • `moo BARNSTABLE REGISTRY OF DEEDS 2 5/6 EXCERPT FROM OCTOBER 2007 BOH MEETING: B. Down Cape Engineering representing 111 Ocean Drive, Hyannis, 33,200 square feet lot, repair of septic system and relocate SAS onto own lot with five variances. Dan Ojala presented the plans. He stated the Title V states that it is not new construction when you tear down/demolish any or all of an existing building and rebuild. Mr. McKean had the staff comments. The septic tank was 12 '/2 feet from coastal bank and the new plan has increased the distance to 18 feet away. The 1996 permit shows it as a four bedroom. The approval letter in 1996 does not identify the number of bedrooms, but identifies it in accordance to the 1996 plan. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the plan with the condition_„of a four-bec>room Deed— - Restriction recorded at the Registry of Deeds an evised floor plans must be submitted showing the new configuration of the econ.d..,floor plans which will include two bedrooms upstairs. (Unanimously voted in favor.) 'µ�-� � Xz2-1: 6� � oclka U61l i4v er tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering structural design civil engineers &land surveyors Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala,P.E.,P.L.S. Town of Barnstable � ' of Health , oC ' Timothy H.Covell,P.L.S. Board land court � 1 , . surveys 200 Main St. 11 Hyannis, MA 02601 site planning Dear Mr. Chairman, sewage system Attached please find a slightly,modified Site Plan for Berry.(12-31-07 date). designs The history of changes is as follows: inspections 9-13-07:"Original plan date permits 10-3-07: Pursuant to the BOH filing and requests of Health Staff, we modified the plan slightly to include a reserve leaching area, we moved the leaching slightly into an"L" configuration to get it even further from the resource areas, modified the text on the variances to match these changes, and added the additional test hole information. (no changes to footprint or yard setbacks) 10-11-07:'Modified plan slightly at the request of ConsCom to infill the tiny strip between wetland flags#3 and#4 with the proposed plantings at the edge of lawn. 12-31-07: Reduced the footprint, reduced the full cellar space, and modified the driveway. The setbacks to the street improved slightly, the setbacks to the resource areas are'unchanged. t Thanks, �Daniel A. -a la PE,PLS down cape engineering,inc. 939 Main St. (Rt.6a) r Yarmouth Port,MA 0267516 downcape@downcape.com �- 1-508-362-4541 ph.x108 c 1-508-362-9880 fax a , cn F OD m TOWN OF BARNSTABLE y0*IN E T�4 OFFICE OF - Beax9TeeL i BOARD OF HEALTH y MAO& p °o i639• gee 367 MAIN STREET HYANNIS, MASS.02601 July 8, 1996 Robert Nardone 111 Ocean Drive West Hyannisport, MA 02672 Dear Mr. Nardone: You are granted a variance to install an onsite sewage disposal system at 111 Ocean Drive, West Hyannisport with the following conditions: (1) The septic system shall be installed in accordance with the submitted plans dated May 31, 1996. (2) The designing engineer shall supervise the construction of the septic system and certify in writing to the Board that the system was installed in strict accordance with the submitted plans. (3) The dwelling shall be connected to town water. (4) The existing cesspool shall be disconnected and destroyed or filled in with soil. This variance was granted because the existing system is malfunctioning. The proposed system will meet all the other regulations of the State Environmental Code and Board of Health Regulations. Sincerely yours, =-S. Chairman Board of Health Town of Barnstable SGR/bcs nardone TOWN OF BARNSTABLE LOCATIONIIJ C*"h1 lj6- SEWAGE VILILAGE [ t ASSESSOR'S MAP & LOT --2&,WS INSTALLER'S NAME & PHONE NO.` &Jr- go 77;9774 SEPTIC TANK CAPACITY l S 06 , s+ LEACHING FACILITY:(type) L CC2"f4-ci-- (size) /GX qL- NO. OF BEDROOMS PRIVATE WELL OR�PU LIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: WA _ nD 3 DATE COMPLIANCE ISSUED: i2 VARIANCE GRANTED: Yes ! No' ._. �_ . � �' �" - '.� �' -. x.�J`� � � ,, ;� �.%�` r P p \' �m '� l t.- a 1/ F;i` #r i �. O 05 4 0 . 0 0 No. / .� a ,-.Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pplicatton for Migw5a[ *pgtem Construction Ve Application is he made for a Permit to Construct( )or Repair(x )an On-site Sewage Dispose�tem at: ocation Add r s r Lot o. y a,� Owner's Name,Address and Tel.No. Ocea Dr l�(1 R. Nardone W. Hya 'sport 141 Nandia Circle Installer's Name,Address,and Tel.No. I�esig�e 's Namegd`d�ress and e. o. W.E. Robinson Septic Sery P.O. Box 1089 Type of Building: Dwelling No. of Bedrooms 2 Garbage Grinder(nq Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Description of Soil sand .:.,,,. Nature of Repairs or Alterations(Answer when applicable) install a 1 , 500 gal tank, a 1 , 000 g a l precast pump station with pump & alarm, a d-box & 3 stonepacked leach chambers . Pump & fill in old cesspools. 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 provisidns of Title 5 of t�h ,,4eand not to place the system in operation until a Certifi- cate of Compliance has been issued by thi SigneDate l Application Approved by Application Disapproved for the following reaso SUPERVISE _eMFY IN RING Permit No Date Issued A W fro T '�.��i- y.,•r-�l-+, •, 7 .r-�—r-... i �ry t .ail �� p,,,y. ,i." ....� "' ;•+IY'�� rc��^j ,,..r .i.i•.. .... .-- , ..Al �_,,IF 0U3 ' 40.00 �No. 'r I/af r ag Fee - �- HE COMMONWEALTH.A�ASSACHUSETTSt =r`~ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSET Sf a TippYicatiou for. Mioogar si�pgtem Cou!5tructiou Verau t' Application is her made for a Permit to Construct( )or�Repair(x )an On-site Sewage Dispos stem at: g ocation Add-re s or Lot I.o' '`' Owner's NIA-plodt4saAnd�Tel'Noi"r- `�"f> 'o ` 1 I Oceart Dr R. Nardone ,W: Hyar ' sport `'" 14 11JIa is Circle 82 Installer's Name,Address,and Tel.:No. r. s eegdress and Te. a f W.E. Robinson Septc Sery -P.O. _Box 1089 ' r ; Type.of Building: x> r Dwelling No.of Bedrooms 2 Garbage Grinder(nq it Other Type of Building No.,of Persons Showers( ) Cafeteria( .) Other Fixtures. s Design Flow ` gallons per day. lculated daily flow gallons. Plan Date Number of sheets. Revision Date Title - } Description of Soil sand Nature of Repairs or Alterations(Answer when applicable)-,"install a 1 , 500 gal tank, a 1 ,000 gal precast pump station with pump & alarm, a d-box & 3 stonepacked leach,, chambe.r.s. Pump & fill in old cesspools. 4 r " - Date last inspected: ' 'Agreement: The undersigned agrees tofensure':the construction and maintenance of the afore.described on-site sewage disposal-system w in accordance with the provisions of Title 5 of the E uironmental C e and not to place the system in operation until a Certifi- - cate,of Compliance has been issued by this ar f Health. l l Signe t Date _-$ �" r K 'Application Approved by Application Disapproved for�tfie following reaso Permit No. Date Issued W, �69 I at— - --_- - -'Nardone - � THE COMMONWEALTH OF MASSACHUSETTS - PUBLIC HEALTH DIVISION BARNSTABLE. MASSACHUSETTS f Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced(x )on by W.E. Robinson Septic Se�rV for_ R. Nardone' as Ocean Dr W. H annis Ort s een constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �" dated Use of this system is conditioned on compliance with the provisions set forth beldY 40.00 No. «.j �p Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE, MA C �SUPERVISE THE SYSTEM WA1MAU.Iid N MNq igtl0�arpgten� 'Co TYgtructiOnA ��ETO Permission is hereby granted to W.E. Robinson S6pti c Sery to construct( )repair(x )an On-site Sewage System located at Ocean DR W. Hyannispor and as described in the above Application for Disposal System Construction Permit. The applicant recog izes *s/her duty to comply with Title 5 and the following local provisions or special conditions. All construction Abe co ple/ted within two years of the date below. �! Date: t/l Approved PP b Y -.- Nardone �' CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT(WITHOUT DESIGNED PLANS) hereby certify that the application for disposal works construction permit signed by me dated concerning the property located at 0 1— A-- 'A�Z G meets all of the following criteria: • -' ere are no wetlands within 300 feet of the proposed septic system • There are no private wells within 150 feet of the proposed septic system • The observed groundwater table is 14 feet or greater below the bottom of the leaching facility • There is no increase in flow and/or change in use proposed • ' ere are no variances requested or needed. SIGNED': DATE: LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER [Attach a sketch plan of the proposed system. Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. 1 I .. ,_ � , Cr9 t r� W ' W o „� ® -- �. ,� ,� � _, CT U P � � J C b Q � �� f� �� _� . ( '' ' s r .�, : ; TOWN OF BARNSTABLE BOARD OF HEALTH �, ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date HOUL,. 1q. 2p1A Time: In SV3 Out i'ao Owner._ -aAn s atat-14 'Sk I Terms- M+�lN,4cc�: l..D r�t�v /1A attc 11e Address III ocean SF. N-uanri,s M� Address Compliance Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities � 2xlgr 4elAP. At p o F o 3. Bathroom Facilities �'� 4. Water Supply Stc�Q ,,,,, a �a®� of •+®:� b► 5. Hot Water Facilities 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use x Butt 1,':n C_ 1s 1,,ma'fj -4v JZar-(L,) be Js 12. Exits P" tom 4.-U o 13. Installation and Maintenance of Structural Svc{dl boars 1005e- -6,6dJ Elements X a WfYufQ, tO 3O; Ids 14. Insects and Rodents i1"cQahbit �y'� 110td''� tKw`� �� 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 17. Temporary Housing 18. Driveway Width 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms Number of Vehicles Allowed (max) Number of Persons Allowed (max) or G.o, Person gq s) Interviewed I�L c-GQ Inspector If Public Building such as Store or Hotel/Motel specify here w TOWN 4F BAMI IST BLE x E t"" 12, A 2�91'O•'.`t_�:-�-t 9'-9 I/6' I'-1 1" B'-lo" 2'-%' - s ,p A + � Y 7_ a; m a -0 a�P 5 eQ k — a * f � 0 R a v'••Q L , �0 i °y a•p =T o I I I I I II 1 T O .o.iloV4•�tvo/4" \ I �`: 0II - ! > orn• � 3-�� ro l l S v 0 1 I w r.n.i'-2 e.,/8"Flo'-I D 1/4'• ! I I ro o r > `T i I I i3 1 i___ � i�e of Reek<bo•re 1 I ' � g e A ! I I r• I I II Yet4T--+I`-'4 C-9 2 1 _9 1 r Icisc a e •�/B" e 1 1 I I r- -, oimwr#YeNT<'I'n 9 O-'.•§I 3 j'r-..-.._ ! ! � 1 I 1 c i I I � 1 I l j S •'•'I i J ' 1 r nt deok..rove 1 1 I i n r' l --------- --4.-- - - ------- --- - l I ' 1 I I I I I D £" I . yeNT'°°1 5 11.1 2 1 r n. i l0 1/4"x I to 3 - I a o I _ � Qt I E ;� I = I I ro O •Pa - 0ri R 1 1 B> u'ak o f I A - I I �•. O F I I c@ A + __________ I rll 1 I I A e + _________________________________ 3 I 1 I I + . 3 C\O 6aD • 3 n� Omp i A; Po '' V +SD Y c O SRO + p 3 r. W \ p ry; a a 1 a A 0i 0 r J a Y r OPT®�py� R .a z IGa ENGINEERED BY: -4 51135 N p Copy.ight¢2oo4 by Kenneth Sadler Asscclates: DRAWN BY: = O A These Plans we prv[ect. ....F...ral PROJECT: GUs•�om Nome for: C Cv ri h[LeWs.7nC orl nel ur 1.-1 of LhM flan 1 7 9 8 tTl 3 A Py 9 9i P- I�eNNETN hf.fJLE�J�. b plan is authorized[O GOnSif"L v".and only , y Z one home using[hl6 p19n.Modiiice[ion yr Professleral Building De.Igner �- reuse is prohibited uithcut express wriaen A t� A A G �j �7-�7 ^ oerm;ssicn of Lne Designer. L -JOHN ANr-? MAF—IIAF—ET 1_err•X rn Anj Qiscrcpancies.error.and/or om:.Sion, A n m nntas.dimenslans.and r � ,',. `� I�ennei'h Sadler f.ysoaiate9. LOCATION: dray:n Lmneaontne>ecacumanc> O REVISIONS: --; �:9/2 Prel: Fh >vxghea ou r[wtnec aeraen cf m{nAry Ploor .o•, 0/09 � [ erne c prefessivnal btIlldlfl9 dCS19R a (V ce�l i ��I� 1 1 OG a n r-fr• a con F .......... . .;--...;.....;.._ I'� -tivn corximte.the a--eot r_c - �.....•....._ rfSlGErltlal..., L X of[Ce>eaxumert.and any Gon-.#rd:hinnnnlon(.r9/p OIr�a B/21/09 PO.Box'14?•H�9nN5,t•I AIo] West HyannisPorl M/'s 6is,:rspancie>,errors and/cr om:»ion. R-ev:+ed Gone#NLt�t• Planro 9/29/09 60?•SOZ.'190.99]3 became the«>poroiblllt�o£[he --: capecod¢ksadesign.com•www.ksadeslyn.ccm -.:.--;-- bcYdiry con[roccer. ° R 9yv y it i ....... --fir=:_:_.. - V d- nf I I S 1 y I I �.a111 I II p x 1 1 I 1 o x • I C I i`o i I �I mw'° Ij �- vrr I I I t I I I I I I I Z I I li �Iz i i 4 I I v a h +p o i � n A I I A I I v I I � I 1 a I I - I I I I I I I I I I I I I I I I I I I I - I I I I I -- I rpl.f9. � �N61NEfR ED SY: -A�- ---------- -- ------------- '4 to CS �OYi7M1� h1 RameCil endhrynmoo1111t�a r� /y- DRAWN BY: S rjl These plans are protected under Fed ral I RO,JEGr: L C m F A L.apgight Laws.The original purchaser of tHs Gu5"I O7<'n HO1'n P.TO(': lI1�T1I ? plan is authorized to construct one and only �� L one home u5ltg t HS plan.Ma alficatlon or Professional Building Designer C P Y9u5B15p-1.11 ftf.V.sIgrithout sswYltten -1i ANP MAF-GAP-eT � A � per mis5lon of tYm De5lgneY. , o 4ennekh�poler�assoGal�s . wnyAi:rep,n iee,e.re.eanaiera iaiene o Revisions: !" LOGATIDh: henntee.dlmentinne.anA.w _ Arawinga emlaineA an th ex Aoeumenla p ' eh albebr to the 3lmtion of ••`• } preliminary Floor planes 7/q%/09 g.-_-f ._.y_..a.._ the Deeigner p—nw to the commencement y p-evici—foFl—Pl-15P5/09 , ,prvfessiohel buildingdts'sgn, ! i f OGean�l'W� �dmmtructim.Proceedingwitnnce ---�- . • ' . • x.n�tien eenetitnteelne aeeepta preliminary woe�frue ae„pl en.s/q r/oai commercial•resideMial of tnex aaeumente and my ? FinA Gonc frua H on plan c 9/9/09 .-.j---.i , , , , , : , , ...a-._ vte5i" H anni5 a - Y'� cAiscrepanciea,errwaanaror omissiane a P.0.�8ox I I.t9-Hyannls,HAo2S01�-SOB.140.4922 P become tha—p...Nlity ai the ----�--LapeeOA➢k5ape51g nLOm-wWUl.K5acH51g RLORI -- k, 1%� b.ddingeonlraetw. ;A. .. T T 31 4? 9 4 • =S s� s� • � ^ r s v a ro y P 6 I II I f0 I I - ro I 6 r a_r I I a I 7 - H I A I I f f I c I r-�� „n I I � I � g • r y y j I1 .3 I P f r 0 � 6 I ro F [p i rXy � u 1 ra e 41�y S II I ° ,yo F°.aICICICI p� II s I .. ° u ® ' 7 A.• re I �p _____________________ ____________________lI _ i +•� re _ 1 I • _ r �s 3 I I � I � I I " I I A•I� I i t m � QZV I II I I I f0 j I I o I I I I II II `ov s 0 (p r •s C"i� � ., ENGINEER EP BY C.Wfwozf#+till KWVWh adar...0e.e. DRANN$Y: m .; /� These plans a re protected under Federal O FROJEGT: (�u5kom Home for: nl- d' y Copyright 1-a—Tneorlglnalin—haseroftns 7'J8 K-�NN�TNhl+`t:��[= • (Aan:authorneA to construct one and only t Prof—lonal Bulidln 2: one home Minted without exprwritten or e gneslgner i YeuSe Is pYOhlt)Ited wnhOUt eXpl'e55 WYliten�„• p permisslonoftle❑eslgner. JL'5'HN ANP MAr—GcAP-�T �ell...��)r { —1 1 4 Mj . . . . . . . . . . . Any Aixrepanciee,errors-d—animi— iUenn�I de LOCATION: in the n�te,.�im.n-n,�nA.. 3 L NS: h a i r{<ssoGiaf es d—ingecweainede.theeeao.nme.B �\ ehal be brwght to lhe.3lmliw of �V Floor Flans 1/2%/09 _ �_ f f � the Lbeigner pnw lothecommenceL n e/g/o� ' ' ofcona.4 drive_ ! f ( OGe n wn Plan,B/2 f/09 ! I C<)ffl ffl2YUHI•re5iders19i f.. /a/oa ._.�_...I i i...a..- v�1 e5k 4'3 anni5 Or'f' ''. Qi,�,e,an�ie,•e„we�naro,omiedane P.O.6oX I I Ayr•MyanhIS.MA 02601.506.Tg0.3422 P beeome B.reepoe,ibXty of the --�--eapaeocp h5 ady51gnGom•LLWW.rS aaeslgrttom -- beilAingcontractw. I ngvrgnov bnippnq ------ wonublscpssxmmn-wo7ublscyei�lwo�ads�__�._:-_ oyq;o fiiy!q!cuo�ka,ayi ewa�aq �11 1 Lb I,Ob L'905.104LOyW'SryUOR H-b+ I X09' ,O'd ' c u wnnrr.�.,°•�o!�nrac,vc!p X W no ciwo, fim pue civawmop w°4q io ; > I�!7�aoiSa,l•Igl7.law w07, i 60/!a/s�u Id w ueid°vve ayi caini!gcuov umpv n,�rov 47!m6u!p°c.O,d'ro!q�n,gcuo�p anlaG UVa7p 1 1 1 ' ' wQspp 6u±pj}nq jpuasssaja�d' vols/g'"•Ia a°°Id°{'"°!'!"'-d -"F'--1--- cyq oq I-'.r! 5_ 60/Fa/R-suvlc}�ool�A—!w!I qu°wa�uawwo� uud ayq,cu6lcgT � - 'SNOISI/�3CJ � ciu°wm°n cc°yi uo pcmriro�c6mmr,n -i sg,l.el7oss+¢a�lp bG�N-h�uu��j � � �.purc"��ucwry•c°7��cyiw :N011'd70� i }-r--,-^-i-- o w c ,o/pue e,o„n•eo!aued°,x!p fiuv 1 }�--� 1 I L j� ��'R�1 1�� '/� �^`✓< ifiv MHe 'aeublseQ a{1}o uolsslm,ed LD L m {�I`� i 1 I uet tl.+m sse.dxe lnoUilm pellGluo.d s1 es— ..� JBublsaQbu1011llH pools se}oJd - aO UOI3eOl}IpOW'uyd sui EwlsU ewou euo � K ` M11 pueeuo1'�IIA}S11G701p Sme-lne1AICI9 < W C. (4 u9» sNl}oaes9yOandleulblao641'sme 1461�doO Q w }au�o�}u�v��•,7 :17�rp�� e/epe�aepu pe)0eloeeassueldeseut N :AS NA4H�JQ •�14��D�4?�y�4�,00[�i4�{Mn P "o-G 1 „1,/4 1-,1 „3/I 5-,4 1 • F � , co .lH Q37J33N19N3 za � ? W �� % ------------------------------------- ;� st yyam; n { Y iL n � ,I I;----------- ------�r-------- FI - ----- ----- - --- J °.__— P-,F x„3/! O-,4. — Jo muse.°puy I iV --" , " _ , x 0 � I , ___________________________________J L_________-______________ -- ------------------------------------------------------------------- I I ` a-1 a7V414 bmwa°{e mu —puV, I� I ;I. 01^N„b]a-3 b b aM1'}�{a,uu,oia mun e,°puV S I 9911 ;I; S I 57 ;I a y; N ' y I ,II Y 1-3 Of !I s P7 9 I ilk I _ a [� i fIIN-l„b}3-3 b b 3M1�1{Ycvu Jo{Ca mua-.Jnpuy e� @ (link.. a-I aM V Nei r..,w,°{e°mu e.°pu.,< P ' ' s I ; I ¢J , I. r S� MR Aa ' Ilk 7 i > = I y 0 S � /.ndar5cnm�J}ormwm}LI,TwYani E-%i9"T7u11] � mwA}LF TvrY O%fO %!9"x%'-A Y/H" d A darcanm sj}or P r.o.E'-E f/H"X W-O Y/W. j • I`9 rm rY 6�6 1/ 6�0 I l f� /e' ° S _ Tha wT m`h 1 O8 erma m.o- '£ C ® n L i + F ----------------- ------------------ � •fl '} L G ® P l+ ° Ander�anm y}ormwA}Lh TW2 o%f 0 - �! Y'-E f/9" 'o re a /ndareanm�}ormwA}Lh Tl"!Y 9 ei P ______ ra a �II I g Andmrcand+�}ormwA}LF~2 f I,1 P /rndarcana•sJ}ormw AfLFFWG�OCO H%Fy✓T�OI 1 � r K III JsI dWmnm LM�O p - `I , ><.nd.:chi s'.J}orrtv.akr/r T 145E Andar nm�}ormwa}Lh AY'!Y'f 0 • ___________________________________ _________ _ _____________________________________ —--------------------- - a � I I0 s � l @ �o I r y A Z ® — .____________ Andcr.uo ro6wmw.YchTwY w•is/TwTz s l -5 W,"M ID T - o � �� AMLr•rwa mYwmw.Fch TW Y o9 I o A, l0 •�1 T� g p � W @ K u.V.m...-• �.i.m 6e::i- � t • Q I A / \ I f • U • +A�0 A e O I e E. p p °a W 1] J - c �£ E N6I NEER ED 5Y: s s — N �{ [j GC R�ZG07 by FAN"thl6dw A��GDIrtR• p I S 1" A TheSa plarsni, pYOteotBA utA6Y F9ABYal RO�EGT: DRM}NN L'•JY: Ln C p Gopg'Ig"Laws.Theorlglnal pur h—Y of this p 5(5 '1 Gu5.1 Qm�ome for: NW—T-14 pan15 eutnorized to GolGtruct one and only ��I I "'`•" �� r Y' /Tpc one name uSlYg this pf3n.MOAlilGa tlan or Profe551on9 5.11dln g P.Slgner Y el15B 15 per hIIsMo WISYIoutespreSs WY SSBn Jo�it.� �� Q per m1550n Of 1fA Designer. ,V m Q I I I I l I L GATI h yAxee� .........o. Ara O REVISIONS: = IU�nn e'hh�pol�r{i SSOGILI'I'�S ! g,�� win LaineA an khex 4oeumente ehA be brwghttokhe 3Lmkion of Fralirrd ary Floor FIAn. % 9"1!P /0 �.._.l the meigner pnw L.LSecdmmen...-L eicion llrQfessivnel buildin desf n f f f OGean fJriVe a1 on,L—Lirn.Pro.eedinywith c}o Flaor plAnc 8/ri/09 i L' 9 9 - - cn�ruakicn cnmkiLu LeaLhn acaepLance Fralimin-,,c—n ruL}ion FjA H/Y1/09 - -': - -- '-!---'cOmmerei�i•YBSIQeflCIiHI I I ff,� r of Lheae doevmen—.ay Final Gone}ru6fion p1-1?/9/O9 ._.j_..,i ' ' ' ' ' ' ' ' ' ' 1 i""-�"-- wQrc�•y' pinnl�jPorl Y4 cAiecrepa�iee,errweanAror omieiom P.O.13OX I I Ag•Myannls,MA o 260 1-509.140.3422 1 become the reepamibility of Lhe -- ---eapaGadDKSaA?slgnGom•Iuuw.kSaABslgneom -- - building eonkraetw. a f I P 1 � A 2f It h S "4 ` o 0 I 1 � I o � 1 @ I ' o r I I o I re o 1 n I p d I O+ F I � ° n H I Y II 11 1 s a� I \ p I ° I _ ,Lp 4 g ro r J >L \ p - I u u � I 11 m I r 1j 1 • II o T 1 I c I . I - 57 � I I r r • I I I �a I II I • I II in I IL------------------- L_________________ n e I II 1 II rI`---------------------�1 4 0 3 Q r � F ,8 ° 0 3 F 4 �� re+ ENGINEER ED BY: mLpS A "�n�ws'r.rot�a°„°�Fe'Ld"I PROJECT: 6Us�-omHomefor-: DRAwNBY: [� A Lopylgnt Laws.The original purcnaserof tas PIWy + S 7Oj J3., 6 pan is autnorlxea to construct one and only `lei 1 I V v "1"Yr�� r L�+��-+• z Z one name using tns A-Modlflcatlon or Professional Bullding Designer Y 6ue9 Is p without expre written parmis,WonoftinDesigner. .JOHN NC Any dizrepanciea,errora..diar anixiona O IG enn�kh�Adler ftissoGiAkes LOCATION: e aw�tnena 'sae�iee ..d,or nt, 9 REVISIONS: - ;-- ee�� . Mal be bras hL Lo the 3Lmtica of pro61++inary Floor plan<7/Y%(09 -_ --_-I __-; � the—igner P,r w to the commencement t° refessfenel busldsn dess n ; �a�i<ian<}oFloorplan<e/g/o� i iP, 9 9 , f f f Ocean f.7rive of canetruetim.Proceeding with "� '---� a��Lrn�tian eonemtnteetne..eentanne Praliminpry Gan<}rud}ion pl An<8/4 r/09 Icammercial•resiaertial_..i.._..--__ i, X of Lhex docume.Leand aiy Final Gon +—+ion Plan<9/9/o9 ---�---.i i i i i i i ---�--- wL'�j'�' anni�jOorl MT'� diacrePancles.erruaand�or amiaaann 7 P.O.Box I I wg-Hyannls,M A o 2601-SOA l 40.5422 1 become the reeponaibililg of the --------LapeGOcb YSaAeslgnLom•U.WUl.ksacH5lgrtGom -- budding—Aract or � e o � z ° 73 r ° IT t ---------- - b� + ° i o - xll r S _ s o II z 1 F P 6 i a I� re • - ----------°=3- ----------- r TIILJ v : s 1 c I I I re I $I II I I b 1 °I - re F `y I n 0 ° @ u IIZ I I II II w 1 • . n--;Fy.�;- :F ti� 1 P _ T II III - fi° Yx r o p.10e11e Iev" . I as 1 uli 0 ° 1s'd!k 1 N w o I a I I y u r ® 1 c >!ro R-affe Z° rm^e.c. r 1 _ m y II I II 11 F i +a jq— i �- - 4 I r A o II IIII � g. L _ _ _ _ _ , _ _-' Q t, S 7C a @ s re ° ` y � a y r - ° 0 A ep , - o -4 c0 C3 0 o o — s EN6INEPR fD$Y: N 11� cry w.saoel by tta..w,br derrArooLR�e ppp //T DR n HN$Y: S 0 A These plans are protected under Federal I ROJE0 l: m p p _opglgnt Laws.Tne original purchaser of tns * Guh'�'om�om P.f�: r-r-14W-TI4 panls authorized to construct one and only ��1�� r r' F1Jc Z one nomeushg Ins plan.Modification or Professional Building Designer, C D z reuse is pr'ohlblted Without express written I '! t�f �j-/. �j��+ b��j��/ per mission often Designer. I /, �.� J� N ANC, MAF—e'A1�LT err/ Lv vT-trIOl�: Any Aixrepancia,,error>anA/or wniaion> in the note_.Asmentw±,an Alec a REVISIONS: _ IUe;nnef'h�adl�r HssoGiakes !_ drawing±e�tainaAonthe-edoeumenf± ^• 7 dal be brwght to the dtmtian of preliminary Floor plant 7/Y%/09 _ a____I -_-{___H.__ the—igner Pna to the commencement R.eoi�icn�fe Floor plans/g/oe ;profess-svnel b uslding design a rl Pf yen>lrueti�.ProceaAing witb f f f 06 an O ve a�rnct,en en±[ante>tbeaccepta preliminary c_n fruefioo Plant&/2 r/09 ! ! ! tom mer Qa91•re5lQefILItSI !-! !- Pt tne>e aaeumant>anA my Final GoncfruLNon Plante 9/9/09 -_.i_...i :..-�.-_ QiG>•r L4nni5 ar' cAl>crePancie±,error>,nemr umb±ion± P.O.Box I I•>4-HyanMs,MAo2601•506.1 g0.4422 P M become the re>pon>ibiHLy of the '-LapeLOcb PS ad?slgp.ORI-eUlVl.x55A951gttLOM ---- building contra[[or. D � �x• a � H \ n D a C ° +n Z SO T o v \\\ IT MOM OHIO L 3 �\ 0 —► :��.::: 3� - - - N m +t ,s a '�'\ I ji m � o U -dl"e TV 4 ..:gip\ a 1 E \ 3 i° pe 0 3 ''�� 77 W 4 e � '+ i is •, � � + -v p _ + or S hyeyl'fN iq W G1 ENGINEERED BY: CD 3W �. Is -4 3: -opynght o200a by Kenneth Sadler Asseclates: le DRAWN BY: a1 These puns are protected under Federal PROJECT: GUs-rom Nome for: y Copyright Laws.The orig urc al phaser of this P I a M 17 of R 1 d plan is authorized to construct one and only # J lJ Ir-ENH�rH�ol•`I�LE `I X one home using this plan.Moaifica[lon or Professional BWlding Designer S reuse Is prohibited without express written r� �t {� teS i perm!sslcn of the Designer. �014N AN M/lF-GAr—>�T O m 1- 'jU � i Angdl>crepande>.error>ana/prom:»lon> • A o f9 LOCATION: he cote>,dlmen>fen,.and,ar '�-�� IGennek � diet Assoc O � REVISIONS: ..;I �; h A igtes m,not ani come arerciu oit> Pref•min,.rY Flaor Piwn<,7/2 D/09 ...� :.....:. the Ceaignerrprler to[he commencement pf4fGSSi4fl81 b{11Id1fl9 dCSi9fl """""""';""" con onatrucuor.Proceeding var.Ne r #cFiccrPl.nne/Woo \, I I Ocean Drive c ."..i.....ro...,.s.....:..-..�........ a[] Prcll.-+ln,.ry Ganstrvction Pl..na e/2 11013 GOnlnlerGldl�reslclentlal�""' i: `t' (� L >troF these dxumen[>and anyp Gann#rde#inn Pl.,nn 9/O/09 ' ` ` ` ` yy e�al NyQnnISPOrl '�� di....pancie —or,=d/er, omi>el— P.O.8pz![49•Nyannls,HA o360!•508.t 9C.39]3 become the«>p—ibl'ity of[he 'nod Gann#rue#ion Plana 9/zo/oe ...[.....:"....GepeGodmksndesign.com•www.ksadesign<cm "-"�""-"�"" b1,1ldingcon[rxtor. Y S p � N S x � P 0 �.9� p � T � } � }f � � • A y T 1�x X - a A R L• 4 • 0 - ° S A 6 P f }0 P A v \ \ -- 9.A'•r� us zyF,^ -: r.^a-T44 _ 4 }. 0 W. �+ o } } t P P O P A X \ • P v a, ? } J O a r I(I n� � �_'" �� a•� .ram ��_: _�� `;. P � � / � c a • � � A �� bey' a d a ° , n P - / P ILE ML t I .D' II1tIF U N � _ s c 6u • m - r PNbINEEREDBY: u q vWf�t�2oa7by Ken eih swder+awad�bn DRAPM BY: _ A TheSeplan5arepotedBAUA6YFBA9Yal i'P.OJEGT: GuS�om Nome for: m } Gopglgnt�aws.Tneorlgmalpurchaseroitns Plan *1 79b wMNW-rR4P^rxaF?- ' _. � pants authorized to—t—t one and only one Home uslrg tNS pqn.NOAIficstlon oY Profe5510 na Building Designer r en5915 pYOItI1TLed WltnOnt express written 1{,,t1 y[� r�Myea��J- ��ty b� �+�J� �( per misslOn Of the Da5lgneY. �o'IN• �N��" la `rG• `�"�T �`��`,FL � { .any Aixrepanciev,errary anAlor vmi»iav 7 I�ennekh�adl�rf+ssoGiaFes LC ATIG'I�: Arau�y��i,'aa�ina ao��me�e _ REVISIONS: ehmbebrwghtto[nettmu•maf ^• preliminary Fioo r plane Y/e%/09 --_-f ._.;_..a.._ [he Lrovigner pr—to the eammencement .pr9rC5M9hel b0d'sngdCsigh • of.ane[r..ti—Pro.evdm th fnovl,inn.fc Floor plane H/g/oa _. _ _ ? I ._ ( f t OGe�tn rJrivL' �'" nee m 4rucGon eam4lutevfhe ae epla prvbminary cron�frudlivn plan..arY 1i09 ! I . I !Lt. filEYLi9i•YESIdEYn-I®I i of thex dccumenty and my N(eh} I� anni- orb �. LAiecre andror amivacnv Final GoncfrutHon plant 9/9/04+ .BOX I I.t4•HgannlS,NAo2601.•SOB.140.3422 P bveomv the reepvneibILN of the --�--�--G apaeoAa KeadB5lgnLom•aWw.IC5ape51gnGOm -- budding contracw. \ S r S D S la =1 N ? ZC p x 0 P y S I-T } A l } � f N } D Iy Iy ors � a 0 4 3 w A � 3 r \ \ Z 3 p r 0 y 1• $ Q c a N f ` s s a } T r � 61 O p � N LA „A X p - p 'F 3'0 r` q �p rps g r� r i s r m }P Al o \ y ��D!`^-*v R'4 i•i'•a3,` i%3{}Y$ it •.R C L`...'ri... �_.,:of :.;:fiye•' ..d', ,` -P'}D Q a}}L N °t S l .p N D G *T p ..p'i $ Zi oQp `' iN `i 1 •� S �p � � I 00 r 6 ' . x•g§T a,��+-esr..a�r -__'"'.r.:at _ =,�av:•? a^- ® � p = >,: Alk ? o � EN6INEER tI77 SY: va va 0) ca .W0092MM by Raeeth eal(ItrnwooUiga• - or DRAHN BY: 2 G A Th...pis.—.prot-teaula.,Fed ral PROJECT: Guy`-om!-Tome for: fl( A _OpylghtL.—Th—Iglnalp—ma—oftHs a e-NW—r[4-PArx� • M pan is authorliea to"'trust one and omy �� " w One nO meu sl(li t h5 pan.HOAlfl-tlon or Pr lesslona Building Designer reuse Is prohibited mltnoul express Written `R 'N per missionof the nesigner. JQHN ANC-1MAP—GA-1�1- l!t)e rF—Y +�.�"� w y pansies,errors anAlorani»lone 6 0 .f7.1 l a i )_ORATION: tnenot- REVISIONS: _ IUenn�kh�a dl�t'/issoGidtY�s i_ drawings=lffwe ea th—d......te K Mal be bra gin.to Be d tmtim of N V `\ Prayminary Floor Plan.'1/Y%/0D a.._-i i_--__ the Designs pnw tothec�mmencement avisien fo Floor Plans/g/as prefCssiohel bu'slding dCsigh of aen�t.x tim.P,e eeAing with w i ( i i f f ( DGer�n Prive t tt a nee meOl -I,..e�ate, ea«pth prayminary Gon�fruc Non Plan a/s Iloa f""! "_"!._ ..!com mercir9i•residentiel_...._..-,.._ ettmee aacumente and,.y Final Gonc}ru6Hon plans 9/9/09 --_I---.i Wey4' Annig e-H • t-fA ."o,a;,e.epaxie�. ndro emi�aene P.O.BOX I I.t4-HVsnn15•MAo26GI.506.140.3422 � � became the responsibility of tha �--G apeGoaa rsams(gnr^Om-u.WW.Ysa[§51gnGom -- bo Hding contractor. Of I I I I i II g ! I I I I I I • - - I t ' I Ix`a.i I I i i I I I I I I I • I I I ' II I I I I I I I I I I x a�I I sv MN F7 I I FEEll ys I I 8bT m M� E ONE I I 5 I I I ni rg L n d ° � i i � n � •ram• ,� h t r f �' s Q T a. Lam`_----------- CS R14 i i ,nt an1� I I 99 A ^a ep� r 1 f - • 7e� xv EN61N>=fR ED SY: 0 z u C-Wio*v2W7bv Kamla lfnder�MNRwr t� T- DRAWN SY: - `.S . a n lgln one ana on GuSiomHome,for: GopglgntLaw57necalprcnasroftHs {{ qpp I pan is autnorneAooctrct p Z one nomelL'Ity tnS pqn.MOAlflcatlan or .Professions 6ullAing Designer' —SG lS pr OmmneA wnnOnt express written b�/. �7�}� perm155lonoftMDeslgner. JOHN ANr-2 MAP-GAF-e7 O W D g. � i Any Aixrepanciee,errors anAiar wnixiona LOCATION: 4 aREVISION5: = I�•ennE•i'h�adl�r/assoGia'I'esl nthe enLea.dLfi Arawinga eem taineA on thex Aoeumente t° Preliminary Floarpl M•-7/49/09 4,._.1 .__I___g___ matig...p ht to the 3l..—.f the hA b,er pray Lo Lhe commencement �aNiciane}o Plaor Plan�8/'S/0,P { ;prPfesslod building design ; ; ( f ( OGean rJrive mceaatrnceia,.Proceeainq with 9 -:_-. - melruction coiuliluteslAe acceptance >< preliminary Gona}rtl<}ien planes a/s L ro� :cam merciai•residelrtityi_-. -_- ..:.._ L L� :( er tee-a Aau.menla,nA a,y G Final Gane}ruLHon Plan..9/e/09 --1--i i i l ---�--- We-FJI Anni-jporl f'� cAucrepaneiae.en.reanAror nmudnna P.0.6ox I I.f4-Hyannls,MA 12601�•506.1 g0.3g22 1 • become the re>ponaiblGty of Lhe C —�-�--eapeeocb rssaa5lgnaom•oa��wrs eeSSlguom ----- bueAiug eonlrxt w. a I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I i I Eo pK = o f I I I I 'a OS I I f I u 0 1 :s Z t I I I I • I I I I / I I I I I I I r ! r2----J I I \ I I _ _ I II r w j w So . < I µ/ I qM II r---.... ♦ s n� -p I I I II - µ L I s I I I 1 I n.. II s I I I I I I I 1 � IIIJ i�-jlj j. I I I .� �'j•�,t I I I I I I COiA�� ca ENGINEERED BY: Copyright o200a by Kenneth Sadler Asscda[es: DRAWN BY: x x These plans are protected under Federal PROJECT: }A Copyright Laws.Tire original pUrchaser of this GUsi'om Nome for: rn T plan i5 8u[horized'to con5[rUGC OnC end cmy P18 P9 # 17 9 b w�NN�TH��At7L�ft J�. V -4 Z One hOmC Using this plan.Modification or Profeealonel BUllding Designer I(pt C reuse Is p-Nbited wIthcut express written [�-�}..�A �t G ,�\}' ; < permissicn of the Designer. -1oHN AN'J ' IAF-eiAF-CT- �t�P- v m P m i i i i i i i �� Any wiser antics.errors end:or om:»lors' _ O } \ IGenne} diet Asso6i +ems LOCATION: r�,ee.dlmenelpne.and/.r REVISIONS: - h a a drawings cot mew on Lhheee acw ante [{� shdu be br�4 ht c npf Prtlimin.rY Plom-Pl. T/29/09 !„_..;. Q' the Designer Im[o the tommencement -. rsfessi.nal buildin deli n ,te n"r—lo.Pr«eesn mr. < Fa•,i.,;,n.#oPl—rl—a Iwoe 9 9 ( f 1 OGean(,rive gw n -...1..�..:-:...._L....;..._,.. .;...i canetreouono,netrt�teetneao.eptan:e } Prcllmin,.,ry Gvns#rut#ion Pl.n.b:2 t/oe !commercial•reslQentlaf ; oitheeeaocxmenn,m any o Con +r�.+i nPion a/o/oe Vti(esk Hyannispork •tIA aleere �evisad Gans#Nc#ipn Plwns 0/2%/09 F.O.Box!149•HyanNs,M0.02601•50d.190.99]] psIC trier P—:d/or omissions IC CF.0 responeitili[gof the J• -!-- -cepecoamksadesiguom•www.ksadeslgn.ccm I -:; bilding contrxtor. 4 65 }, vzr 3 V, 11 - - - r 0 0 r D d I ' I ------- -- --------- 1 I J 3 I o IF II I f m �L LL_ (T- -- o uo IOrn - -�_ r2 II I I 111 II II 11 II I if Z II II II it - 11 If 11 II II - �i---- I I I r______ I_L------------ __t - - .1 �I m© °m O(1 rno z o x I 3 y 0< , L�---------- �I IF _ _ _ _ -. � roul'6upxm8u3 edq vwp 90OZ L 0 NVr 03AI3038 r ,,,,�r. Rl;\TOYATIONS TO THE RESIDENCE Or p rpr r .� > $LO10 " copy b N p MR. AND SIRS. JOHN P. BERRY i�� III OCEAN DRIVE : WEST HYANNISPORT, AIASSACBUSETTS 02838, „ V - --_ I; II Z i ❑ ❑uo w I� II T51 -------------------------- ------------- I � I I ' . 11 II II � LI I I I' I, I I, II I, II . .. ..; ------- ----------J1 1�----------------JI - - -- ------------ - L_______________________ _______ -_____ -1__________-__1_- .. roul'8upss jh3 ed23 uma soon c o.rlvr a3A1333N A �.� �y rm RENOVATIONS TO THE RESIDENCE OF � 2 e � o 11 D fA P - °� Ee N 88 MR. AND MRS. JOHN P. BERRY � � � � `'r a Dv !li OCEAN DRIVE1. •'• WEST.HYANNISPORT, MASSACHUSETTS 02672 „ 0 0 � Z.. rn r - m 0 b --� i i i l s . � � �� n 7u�'Bupaau�6u3 ede�uxop � � 5 aooa c o Nvr Lu U3A13�3?1 gip. RENOVATIONS TO THE RESIDENCE OF N D� MR. AND illliS. JOHN P. BERRY �p fii.00EAN DRIVE WEST HYANNISPORT, MASSACHUSETTS 02672 „ s1 �-W p o p ri . . I I'. v m < � m D - . •aul'eupaauleu3 eae9 u.o4 B002 L 0 Nvr aaniaaaa m m p Me RJ 4 r TD RENOVATIONS TO THE RESIDENCE OIL' _ I e D rn b ' N � MR. AND MISS.. JOHN P. BERRY i n K i P :z III OCEAN DRIVEOD . G>d = WEST HYANNISPORT; MASSACHUSETTS 02672 �„ .. !'• °9'•t7° 14s`•i i Y/B• 4"•%%/8" i S>/O 9/4^ H _________ - I I li n �, ndor'aaaa xJFermivpl'LhT1KlA4 S•S I4 Mali! II ygDy - I Andarc ao reoarm«,.Fzl:qw•f 1,2 O. ro.6'•9 9✓4•x 4'•4 Y/b` �7 I ... -4?/4"x 9'•4 Y/h" 9 I I; I a 'b�. s nda.cwrA•MFarmwaFs§I. A! ��i Jt�t i . -� - • h AF H 4 LI I a _ i « AnA—r *44 mw-♦Fc}I Awa51 i a •.e�aJ4 q .I 1 ..a.41•4 Y/d"x 2••A Y/e+" a e x'e,ra.•a• I. « a ;h • Ili _____ ' i i - - , _ III 'P V - AnAcr-or�4iFal"mWAF'LhTvY44A4.4i4"M�rcI 'I 0 •%. r.a.%•9 O/4•s 4'•4 Y/efK AnAuc ;.h AW 2 a•c r4^Nut!.) a ti D itl - �" � - a.4'•A 9/i"i 2'•4 Y✓f1" .• -------------- I Id I lh I ... - .. �. « „ as•emu.-..'.-. ' ni I / . b « Aam ce„vavarR.:.FahGg sn Q ', 06 ....... ! Anda wam�:Fe aFcR Away l : s.a.9'•O I!4"x 0'•fJ I/S•' .o.S`-A 7/e+ •4'•A '7✓er" « . I � i 'fii I � � Iz - �3------ -� o i----- -------- ------ ------------- « 1 I I; I; I, II « I I • ------------ } ------------------------------------- '> ? A y g ' o 24 D ; . ENC71NEER.EP BY: 1''J'•%i/%° 1'`•t 9/4" 1 a-01 <..lj°. %'•4'7/p" !q•..p• dC) aw jr&s2fiD4 bg Kcrmrth 6avMr rtzzoctataz: m.», �...........:.....w,...•.............. PROJECT: ....,.,,,..,:,:w� w. „w.._..,...,.,,�..»• ,..�..,..,»... DRAYNN BY.,....,..,...,....,. . I & 7DI{ rrso>;snrsaopf "teauraerFexral 6U•s'•I",vm Home,for: - - pp nttaus,mcart am urea=emit" 4A 756 - _ iL�46THIWAOL -I 0 p ns�autno-as�co co st xi.ono ana Dad PI�n I ! `�V - =ro.<rzetcra� g ow?hafts using tCIs ps.,w-IR"tlon or t3 u:I T.n C'I^?af reuse is Pt JYev4tE;1 wtimutaV,.-w'Itte.". JD•� O psrrrRzalcn.af.t.Dosiglo+'. .,..-. ..,....,.e,,,,..,,,,.d. ....,..a..a.®..... NN N H'A(=GAF"eT OGATION. tFa lr.�d Fx1'> Q l m Ir-, wktt OYa. . AsA atlas e�; a l p,"a is< a i Asa w ea O REVIwtONS: I ... >,a6;xbr«.�iet. a atxm:t _� o F—liminp-y rt.a-rlano Y/so/04 l_...:.. iD>:D"irl e•i t tti a,msn.- •r._.�t tra,saa.FaP(oar rieR a/ /oe i¢rvTessiennf huilditsg dasign F i t I �GE�ttt I7CtVE ar x_tr a:,a aa.xr4 pt> ralimin yGanaFrueFionE'ta 61'z1✓o4 --.�....� �---� t•6ofltrltercial-residential....F_.'._.t.. _ ate•.:t.ors,_'�,ac;ct'„t',�;,i;a$.N`°e'•" +'"nn(Gonckraciivnrl.•nr9/4104 - I ! 1 I I i .-.t.. 1NE3�"Hyemni.r; oriP •1" A EwaFx,ai..ar.�..a:aa�ara•,iaa�:r, �.�..•.5"A.9olt 9FAV•13j4,^,•xS,MA o2EOt•9Q3.'14v9a29-� � use •:Ae rayw4hJ.F�of tF.e _ .i_..copocaa�Kseaezi�l:.com•a�'imxsadestgn.cam - � s tzna.g:..ntrmior. . 1 7'•1 1la' - CV,10?14' I'•d 5J6' 7'•7 r/F" � Y a••a i 9+..5• I t•�o, vl•U' t..•7. Gj,•a. If O.•II. 9°•b° - -' } a } A - AAZ ;ih +1 ; u E 0 C ti Andrr�snm Ridurmwatch rW t d%t•9 14•HtAP - s. A anm a>kormv:wkc2+TW 40�?t0 S ra.7'•7 9/B"y.�'•4 7/@' _ n t'-2 f lb-,410 71tr'' P . � dY-eY slt• d•.d tu+r• s•-S tl4• '`�\ � - _ �' IIIIV r.o..-F �.a , '•f I a - t• + .$ .. $qp °l A+`16sr nm F>kormw'a4t3,-- TW t o f f fJ C t � , p,pA, r 2'-8 t/B'x 4'•D 7!B' P `9 Andsrx.ued s>karmwai'shrw 2 4>i 2 .% • N 8 ~ H •4 � � � M Ads mnm gk wkth AYV a 1 y Andsrsanm 6>k>rm•uakcteFµ/lgGOYo'bfPyy�fi01 1 _. P y° Js(d�•snm LfyGO Andsroan®a>4cmmxvpf•L}, yxxtl%s 7/d" m•t Y' s.F-o 0.8 r.S•47 B P .. w r.o.F••/a 1/d"y:%'-4 - - J Andaresnm 4>k'.vrmN'RkEk AYJ2 1 m ------------------------ Ia r k I 'I - s L �\ � Andcr.sw 44 ••+tcl•iW t09 Ib P. :gr c s _ om Yu11'�ew � � L.rmm 0vili:^.a k y L } S AAA+A.. pp! � •,y, �,r2, _ q �d _ ENGINEERED BY: a 4'•4�.. B GY•101 d a.,Ox S, ' eopt3•r9ht02004 by KCnnstb5 M ASSOLIa[cm - -. - ORAWN BY: . p� TreneP� a�ao.ataac8s�naMFeaM ( �{ PROJECT: GUy+-om home for: Gopparit Lawe,The araatal purcnreser of tru Nam # 1 7 9 b - - WORWTN 49APLC.Jr! �. peon is autrorEzsa to construct one ana orr-.d '. _- - '� �'. aR4 reamO nsitea b>As piAf<Neail�flL6ti090r Profcs i nsl$uirtiag.DasianM �i � .r2tt581sp<'PCICStC:I mILtlout CXprs•5s l✓Y7tLCR .(t.}j{�rt�•'''') ��rj� yt�(+� {� N ��ry fKiRJ5510.�OF itC D¢5)nGr. -1f2HN• `•SI✓ MA �" '�-eT •_ �✓�� / t , , , I • N1y rsL.fFSnGta5,et ors an�l'J('GffI.JDfis s� LOCATION:. In-ltsnx satme ''..•m� tstcr 71tt2�'}I hAAlOr A-S, G i'es 1 er�irys t�Rt tell ntt to ese a um2rts P al Ary P€osr r€an..7/21109 .€,,,,• tPB Ot9.ate1'Arlo .G[Ro tw•m r ctt ret pr9ressigntil building acsigR ---�-"j- rf carstruulon exe..semrattntn F—1A d's P€asr fRan x.B>V/04 - _ I . . . . _ ..... _ I I >�frF:A11 I7CIVP� tole-.uetlen u.:n ttctes tneu..epea..-s --------------- P al ary GRn<kroeYnn Plante dt it I/04 ..i._.. h-----o'eomtttereir,€.Ye5iA811ti&I"-'I'_�..Y. y of tnax.la useres�,e^nd - PmaeGaneYrue.7ianPfane9/4/D0 ..'.__I i �� :....�_. - We•�k{�yanns'y�7or•{ 'MA dl�cr.:pacs,xrors�la/ar'ewtssloas i'.O.QO%t:44•N*anre5,MA CZ001•5"Ja 940.g42Z 1 I.EG:3n_LY.6 rE�orrS:Ft[:J of L:'m _..1._.cFpacocdxsauasfiatuo!n•urati4ksa23sfansoP.1 _...r_ twtlauq casrattx. FF ELEV. 16.0' PROPOSED SYSTEM PROFILE TOP FNDN. AT EL. 15.75' ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3' OF FIN. GRADE Crai ville Beach Rd. 14.6' MINIMUM .75' OF COVER OVER PP/CA 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM e - 14.0' a LOCUS SJaz R pp Cb 2" DOUBLE WASHED PEASTON GPD 12.72 FOR FIRSTL��L OR GEOTEXTILE FABRIC PROPOSED 1500 3 MAX. GALLON SEPTIC 12.36 � 1 GAS TANK (H- 20 ) GAS 11.88' 12.7 BAFFLE 12.05' ' O El o S4 i % SLOPE 000 � 00 � 0 Isla ( 2 ) COMPACTION. (15.221 0[2])ECHANICAL 2, Q 0 a 9.7' � oo25`c� o00 DEPTH OF FLOW = M (__1 Z SLOPE) (� SLOPE) TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE Nantucket INLET DEPTH = 10 OUTLET DEPTH = L4" I � Sound LEACHING FOUNDATION- 18' SEPTIC TANK 6 D BOX 20' FACILITY 5 NOTE: ALL UTILITIES, TO INCLUDE DUCTWORK AND A/C UNITS, AS LOCUS MAP WELL AS HOT WATER HEATER, FURNACE, ETC. SHALL BE ABOVE ELEV. 11. NOT TO SCALE FLOODZONE FOUNDATION DESIGN BY OTHERS USE ADJUSTED G-W AT ASSESSORS MAP 266 PARCEL 5 SYSTEM DESIGN. ELEV. 4.7' LOCUS IS WITHIN FEMA FLOOD ZONE A10 EL 11 AS SHOWN GARBAGE DISPOSER IS NOT ALLOWED ON COMMUNITY PANEL #250001 0008 D DATED JULY 2, 1992 DESIGN FLOW: 4 BEDROOMS ® 110 GPD =440 GPD GROUNDWATER ADJUSTMENT DATA: LEGEND USE A 440 GPD DESIGN FLOW WELL: MIW 29 LOT COVERAGE: 15.5% ZONE A ADJ. : 0.9' 100.0 PROPOSED SPOT ELEVATION SEPTIC TANK: 440 GPD (2) = 880 NOTES USE A 1500 GAL. SEPTIC TANK I 100x0 EXISTING SPOT ELEVATION 1. DATUM IS NGVD LEACHING: VARIANCE REQUESTED UNDER MAX. FEASIBLE 100 _ PROPOSED CONTOUR PERIMETER: 105 x 2 x 0.74 = 155 GPD COMPLIANCE 15.405 AND BARNSTABLE 2. MUNICIPAL WATER IS EXISTING f- - -- ORDINANCE SECTION 360-1: BOTTOM AREA: 437 x .74 = 323 GPD 3. MINIMUM PIPE PITCH TO BE 1 8"- PER FOOT. 100 EXISTING CONTOUR LEACHING FACILITY TO BE 30' TO TOP OF / TOTAL' 646 S.F. 478 GPD COASTAL BANK (TO FLOOD. ELEV. 11); �1a: 2' TO LOT LINE (ROW); 5 TO LOT LINE (8 AND 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO 5' VARIANCES''RESPECTIVELY) H 2O USE (4) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) RESERVE AREA TO BE 4' To FLOODZONE ELEV. IN CONFIGURATION SHOWN (SEE DETAIL) 11 (NOTE: IF PRIMARY FAILS, IT IS To BE 5. PIPE JOINTS TO BE MADE WATERTIGHT. REPLACED IN ITS ENTIRETY WITHIN SAME AREA, j CONTAMINATED SOILS REMOVED); TO BE 5' OFF 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH LOT LINE; TO BE 10' OFF FNDN. MASS. ENVIRONMENTAL CODE TITLE V. MA SEPTIC TANK To BE 18' TO COASTAL BANK 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO APPROVED DATE BOARD OF HEALTH AND 89' TO BVW BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. I 15.102(2): 3 TEST HOLES PERFORMED DUE TO SITE CONSTRICTIONS (NOTE: 2 PERC TESTS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. PERFORMED) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. PROP. PERVIOUS DRIVEWAY BENCH MARK - NAIL SET IN UTIL. POLE EL. = 18.3 11. EXISTING SAS AND SEPTIC TANK SHALL BE PUMPED AND EXIST. DWELL. _ REMOVED. (TO BE REMOVED) Ve - FIRST FLOOR = �3.s' Ocean Dry _ 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE _- REMOVED 5' BENEATH AND AROUND THE PROPOSED 5.66___- of DIRT RDAD _ T +-�.5A LEACHING FACILITY. EDGE ' 15 / 14.62 EXIST. DRIVE. ,� 16 EXIST. STONE WALLN 4.82 13. WETLAND DELINEATION PERFORMED BY HAMLYN ' VER HEAD E CTR 1�_a.C./ uN CONSULTING IN MARCH 2O06. +15.9 15.34 EXIST. 4 BEDROOM 10' x 42' LEACHING �115.30 AoXo FACILITY AS PER AS-BUILT CARD AND 14. WORK LIMIT LINE TO BE CONSTRUCTED OF SILTATION o ` o�y J FIELD LOCATION FENCE, STAKED HAYBALES OR BOTH. T�96 (STRADDLES PROPERTY LINE AND IS TO BE REMOVED) 15. ROOF RUNOFF TO BE CONTAINED UTILIZING GUTTERS �� _ �� 5 a N TO DOWNSPOUTS OR DRIP TRENCHES. jE pEF '� slab 11.4°C NK SST + 42�� 'a° �� 16. EXISTING COASTAL BANK IS BY STATE DEFINITION OP 8 A 3 °° �p 9.1% s' z ONLY; NO COASTAL BANK EXISTS ON THE LOCUS SITE AS 9 890 DEFINED BY THE TOWN OF BARNSTABLE. �9 7 S 17. EXISTING DWELLING TO BE REMOVED AND DEBRIS -� REMOVED TO AN APPROVED SITE OR TRANSFER STATION. +6,7 .76 8.62� 't 9 11. 0 3.23 PROP. 1500 GAL. Lr7`K+ .46 �� SEPTIC TANK (H-20) 18. ALL CONSTRUCTION TO OCCUR > 240 FROM TIDAL 3 CREEK ` 7.2%d - 100% RESERVE A2` AREA = 431 SF 7'0� (.74) = 319 GPD + 19. NO CONSTRUCTION PROPOSED WITHIN 50' BUFFER `pRkIPRO0 i 1 PERIMETER: 101 SF TO BVW c ♦4 �T °� ORCN i �� _ x 2 (.74) = 149 EXIST. PAVE. EXIST. DWELL IGPD (TOTAL 468 (AS LOC. 11/88) ♦` �2 ��jj `� GPD) +5.67 T' 19 V NANCY AND ABEL GARRAGHAN ♦ p XIST. 1500 GAL ST +,7.16 =r0 _ (T r � : 115 OCEAN AVENUE (.C $E REMOVE O, r SHED ZONING SUMMARY PROP. DWELL. A-1 o 6-3 5 i +14.65 FF FLOOR EL. 16.0' + LAWN FLOODZONE LINE Q, �� \ 12" CEDA ZONING DISTRICT: RB DISTRICT +4.92 PER SCANNED FLOOOZONE MAP cn CZ 6 6-2 6,53 MIN. FRONT SETBACK 20' MIN. SIDE SETBACK 10' cri + 6-1 4. 3 �00 7 FAR: 2623 SF/ 16630 SF = 15.8% 79 B VW 3.94 +�++ ++++, + + 08 #7 + +++ + L + + 4.23 5.22 /gyp 14.31 3 +++ ' P+++++ EXISTING ROSA Q ' #5 + RUGOSA PATCH _j I i 3,5Z + (276t SF) � T 43 a PROP. 10' NATURAL BUFFER + 4.26 I TO BE ESTABLISHED BETWEEN TEST HOLE LOGS TEST HOLE LOGS +2.68 + + �+ '2 I WETLAND FLAG #6 do #3 #4 3 ++++++ (SEE LANDSCAPE PLAN) LOT AREA + + + + `_ 525t SF PROPOSED ENGINEER: ENGINEER: 33,181 t SQ. FT. TOTAL / + +e.. ++'+ ; DAVID FLAHERTY RS CRAIG SHORT, PE 16,630 t SF UPLAND + ++++++ +++ + + + (0 00 WITNESS: D MIORANDI, RS WITNESS: ED BARRY + + + + + j + + +++ I DATE: MAY -21, 2007 DATE: MAY 23, 1996 3+ 4, 4.80 5 w PERC. RATE-= < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH + .38 o I N CLASS I` SOILS P# 11787 CLASS I SOILS +12.80 2 EXISTING 3't #4.52 PATH + .62 1 ELEV. 2 ELEV. ELEV. I, o• 14.2' 0• 13.2 0• 12.7' + .34 N FILL A A 18' LS SL +3.° + 2 #1 1 OYR 3/2 7.5YR 4/2 3.69 A 10' 12' N LS B B o I 1OYR 3/2 LS LS 24' 1OYR 4/4 7.5YR 4/4 24' 11.2' 27' 10.5' B LS 1OYR 4/4 C C j 36' 11.2 PERC Q_ C MS ® 60" CS PERC 1.3' M S 2.5Y 6/6 10YR 6/8 1 OU 3.8' 114 oU 3.7' 10 " oU 3.7' o.l 2.5Y 6/6 w 130' 3.3' 120' 3.2' 120' 2.7' O o I w w .2' LEACHI G FACILITY DETAIL 6•��' 1" = 20' I I PLANTITLE 5 SITE I OF 111 OCEAN DRIVE WEST HYANNISPORT PREPARED FOR i JOHN & MARGARET BERRY off 508-362-4541 fax 508 362-9880 SEPTEMBER 13, 2007 tH OF hfAs..c �rSH OF MASs9 OCTOBER 3, 2007 (SHOW RESERVE, VARIANCES AND ADD'L TH) clown cape en giro eerih g, Inc. DANIELAA y�N o`'� DAAIEL oyG� Scale: 1"= 20' Cl VIL ENGINEERS CIVIL OJALA LAND SURVEYORS A 46502 � No.40980 0 10 20 30 40 50 FEET 939 Main Street - YARMOU THPOR T, MASS. p PoF /0NA�NG\�� o SsPe �0'7 06-060 DATE DANIEL A. OJALA, P.E., P.L.S. 06-060-SP.DWG (Sao) r FF ELEV. 17.5' PROPOSED SYSTEM PROFILE I TOP FNDN. AT EL. 16.5' Crai h Rd. ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) vine Be ' ACCESS COVER TO WITHIN 3` OF FIN. GRADE MINIMUM .75' OF COVER ACCESS COVER (WATERTIGHT) TO 14.6' OVER PRECAST WITHIN 6" OF FIN. GRADE LOCUS 2% SLOPE REQUIRED OVER SYSTEM e a �aa RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE j 12.72' FOR FIRST 2 OR GEOTEXTILE FABRIC PROPOSED 1500 3' MAX. 111 BASEMENT GALLON SEPTIC 12 11' 12.7' SLAB 9.0 12.36' TANK (H- 20 ) GAS 11.88' BAFFLE 12.05 m m m O 0 0 � I� oo ` 11.T l� Cl O ED ED E3 Cl CI CI o $qT ' I ( 2 % SLOPE) �6' CRUSHED STONE OR MECHAMCAL Cl ID � E3 CI C) 3 CI Cl COMPACTION. (15.221 L2� 84 c 2' Q [Q M M M J] E3 I D 0 IS 0 9.7 o o� DEPTH OF FLOW = 4 (� SLOPE> (- SLOPE) TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH = L 4 Nantucket OUTLET DEPTH = 147 Sound FOUNDATION 18' SEPTIC TANK 6' D' BOX 20' LEACHING 5' FACILITY - NOTE: ALL UTILITIES; TO INCLUDE DUCTWORK AND A/C UNITS, AS LOCUS MAP WELL AS HOT WATER HEATER, FURNACE, ETC. SHALL BE ABOVE NOT TO SCALE ELEV. 11. ( i FLOODZONE FOUNDATION DESIGN BY OTHERS USE ADJUSTED G-W AT ASSESSORS MAP 266 PARCEL 5 ELEV. 4.7' SYSTEM DESIGN. LOCUS IS WITHIN FEMA FLOOD ZONE A10 EL 11 AS SHOWN # j GARBAGE DISPOSER IS NOT ALLOWED ON COMMUNITY PANEL 250001 0008 D DATED JULY 2, 1992 DESIGN FLOW: 4 BEDROOMS ® 110 GPD =440 GPD GROUNDWATER ADJUSTMENT DATA: USE A 440 GPD DESIGN FLOW WELL: MIW 29 LOT COVERAGE: 15.5% I LEGEND ADJZON. 0.9' 100.0 PROPOSED SPOT ELEVATION SEPTIC TANK: 440 GPD (2) = 880 NOTES USE A 1500 GAL. SEPTIC TANK 100x0 EXISTING SPOT ELEVATION 1. DATUM IS NGVD LEACHING: VARIANCE REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405 AND BARNSTABLE 2. MUNICIPAL WATER IS EXISTING _100 _� PROPOSED CONTOUR PERIMETER: 105 x 2 x 0.74 = 155 GPD ORDINANCE SECTION 360-1: 3 BOTTOM AREA: 437 x .74 = 323 GPD 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ' 100 EXISTING CONTOUR LEACHING FACILITY To BE 30 To TOP OF L PRECAST UNITS TO BE AASHO f TOTAL: 646 S.F. _478 GPD COASTAL BANK LOT E (ROW); 5000D. LOT LINE) 1a: ' 4_DESIGN LOADING FORA L USE (4) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) RESERVE AREA To BE 5* VARIANCES RESPECTIVELY) FLOODZONE ELEV. H 20 IN CONFIGURATION SHOWN (SEE DETAIL) 1-1 (NOTE: IF PRIMARY FAILS, IT IS TO BE 5. PIPE JOINTS TO BE MADE WATERTIGHT. I REPLACED IN ITS ENTIRETY WITHIN SAME AREA, CONTAMINATED SOILS REMOVED); TO BE 5' OFF 6. CONSTRUCTION DETAILS TO BE-IN ACCORDANCE WITH LOT LINE; TO BE 10' OFF FNDN, MA MASS. ENVIRONMENTAL CODE :TITLE V. APPROVED DATE BOARD OF HEALTH SEPTIC TANK TO BE 18 TO COASTAL BANK 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO AND Ss' To Bvw BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. i 15.102(2): 3 TEST HOLES PERFORMED DUE TO „ SITE CONSTRICTIONS (NOTE: 2 PERC TESTS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC PERFORMED) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. ' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION SO BENCH MARK - NAIL SET OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO PROP. PERVIOUS DRIVEWAY IN UTIL POLE EL. = 18.3 _. COMMENCEMENT OF WORK. j EXIST. DWELL (To BE REMOVED) ��`/ 11. EXISTING SAS AND SEPTIC TANK SHALL BE PUMPED AND FIRST FLOOR = 13.9' O n REMOVED. PROP. STONE WALL _ 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ROAD EDGE OF �"' �5 - REMOVED 5' BENEATH AND AROUND THE PROPOSED STONE WALL GVER HEAe LEACHING FACILITY. EXIST• QECTRIc Nt _14 ` EXIST. 4 BEDROOM 10' x 42' LEACHING 13. WETLAND DELINEATION PERFORMED BY HAMLYN l 30' 'o rno j `14- FACILITY AS PER AS-BUILT CARD AND _9 ! 3t ;FIELD LOCATION CONSULTING IN MARCH 2O06. ! 2 (STRADDLES PROPERTY LINE AND IS TO BE REMOVED) 14. WORK LIMIT LINE TO BE CONSTRUCTED OF SILTATION FENCE, STAKED HAYBALES OR BOTH, 277 ` 15. ROOF RUNOFF TO BE CONTAINED UTILIZING GUTTERSI'' AN �gT �'9E o 7 �ROH cam -13 TO DOWNSPOUTS/DRYWELLS OR DRIP TRENCHES. i fn 3 m I / Q 16. EXISTING COASTAL BANK IS BY STATE DEFINITION 0.4 s ONLY; NO COASTAL BANK EXISTS ON THE LOCUS SITE AS F' DEFINED BY THE TOWN OF BARNSTABLE. 17. EXISTING DWELLING TO BE REMOVED AND DEBRIS PROP. 1500 GAL SEPTIC TANK (H-20) _ __.__ __ REMOVED TO AN APPROVED SITE OR TRANSFER STATION: r' -7.2% 100% RESERVE A2% - -� AREA = 431 SF 18. ALL CONSTRUCTION TO OCCUR > 240' FROM TIDAL =BAK (.74) = 319 GPD + CREEK �R ai PERIMETER: 101 SF x 2 (.74) = 149 EXIST. PAVE. EXIST. DWELL E GPD (TOTAL 468 (As LOC. 11/88) 19. NO CONSTRUCTION PROPOSED WITHIN 50' BUFFER I GPD) TO BVW Q g a NANCY AND ABEL GARRAGHAN- o XIST. 1500 GAL ST 115 OCEAN AVENUE ti + (TO BE REMOVED} 20. EROSION CONTROL NETTING ON ALL SLOPES >10%. HED PROP. DWELL A-1 B 6-3 FF FLOOR EL. 17.5 !-.AWN FLOOOZONE LINE �' `� \ 12- CEDA ZONING SUMMARY PER SCANNED FLOODZONE MAP _ 6 ZONING DISTRICT: RB DISTRICT 6-2 Ln rn S o` MIN. FRONT SETBACK 20' 6-1 1 MIN. SIDE SETBACK 10' LOT COVERAGE: 2,514 SF/ 16630 SF = 15.1% <20% OK � 'I ' FAR: 2481 SF/ 16630 SF = 14.9% <30% OK # s to E051M ROSA RUGOSA PATCH J #5 (276t S� E ' O t I PROP. 10' NATURAL BUFFER �lVc TO BE ESTABLISHED-BETWEEN WETLAND FLAG #6 & #3 t (� #`I (SEE LANDSCAPE PLAN) TEST HOLE LOGS TEST HOLE LOGS LOT AREA :;�;. � � 525t SF PROPOSED !� 33,181 t SQ. FT. TOTAL 16,630 t SF UPLAND (o Oo ` ' ` DAVID FLAHERTY RS CRAIG SHORT PE ENGINEER: ENGINEER: I ' ` D. MIORANDI RS ED BARRY 1 WITNESS: WITNESS: w MAY 21 2007 MAY 23, 1996 o DATE: DATE: PERC, RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# 11787 CLASS SOILS #2 EXISTING 3't PATH ELEV. ELEV. ELEV. ' 0 0' 14,2' v 13.2' 0• 12.7' #1 FILL A A 18' LS SL A 10YR 3/2 7.5YR 4/2 0 10' 12' LS B B 24' 10YR 3/2 LS LS 10YR 4/4 7.5YR 4/4 24' 11.2' 27' 10.5' B LS 10YR 4/4 C C rr. 36' 11.2 PERC C MS 0 60"E CS n, 1.3' MS 2.5Y 6/6 10YR 6/8 i-- a1, 1 4"OBS GRND, WATER 3•8� 1 " OBS GRND, WATER 3.7' 10 " OBS GRND. WATER 3.7' �. 2.5Y 6/6 130' 3.3' 120' 3.2' 120' 2.7' I � i { LEACHI G FACILITY DETAIL AA6 1' - 20' TITLE 5 SITE 'I OF 111 OCEAN DRIVE WEST HYANNI PORT I PREPARED FOR j II' p JOHN & MARGARET BERRY SEPTEMBER 13, 2007 off 508-362-4541 REVISED: 10-11-07 (SHOW RESERVE, VARIANCES AND ADD'L TH, PLANTINGS) fax 508 362-9880 REVISED: 12-31-07 (REDUCED FOOTPRINT, CHANGED DRIVEWAY) REVISED: 9-21-09 (REDUCED FOOTPRINT) OF 8. ti DANIEL Scale: 1 = 20 down cape engineering, inc. �°�alv►�LA.9c�N - �� `� �,�,�` o 13�A a Cl VIL ENGINEERS VIL C ( O ALA LAND SURVEYORS No. No.4 0 0 10 20 30 40 50 FEET 939 Main Street - YARMOUTNPORT, MASS. �crsx�Rc �� q�� J �� O s-D 6 D su DATE DANIEL A. OJALA., P.E., P.L.S. 06-060_SP.DWG (SBO) I FF ELEV. 16.0' PROPOSED SYSTEM PROFILE TOP FNDN. AT EL 15.75' NOT TO SCALE ' .x ACCESS COVER TO WITHIN 6" OF FIN. GRADE( ) ACCESS COVER TO WITHIN 3'' 13F FIN. GRADE rai vr7le Beach Rd ACCESS COVER (WATERTIGHT) TO . � a 14.6 MINIMUM .75 OF COVER OVER P�SrTHIN 6 OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM LOCUS yc� ' 2" DOUBLE WASHED PEASTO N RRORN AIPE LfVEL OR GEOTEXTILE FABRICRST12.72 Pa III 3' MAX. PROPOSED 1500 GALLON SEPTIC 12.11' i ` 12.7" 12.36' TANK (H 20 ) GAS \ ' ELL- T3aFFLE 12.05' ��'� 11.88 i� l� 0 i� 0 CI Q o 11.7 E3 m E3 C7 D D O El C7 gyluaW { 2 SLOPE) �6' CRUSHED STONE OR MECHANICAL C7 Q C7 C7 C7 C7 COMPACTION. (15.221 [2D 2' )� C] C7 C7 O {� C7 I� ago g,7' DEPTH OF FLOW = 4 (� SLOPE) (_X SLOPE) „ TEE SIZES: 3/4 TO 1 1/2 DOUBLE WASHED STONE I_ 77�� INLET DEPTH = 10„ l�antucket OUTLET DEPTH = L4 „ Sound LEACHING 5' FOUNDATION 18 SEPTIC TANK 6 D BOX 20, FACILITY l MAP NOTE: ALL UTILITIES, TO INCLUDE DUCTWORK AND A/C UNITS, AS LOCUS '" WELL AS HOT WATER HEATER, FURNACE, ETC. SHALL BE ABOVE NOT TO SCALE ELEV. 11. FLOODZONE FOUNDATION DESIGN BY OTHERS USE ADJUSTED G-W AT ASSESSORS MAP 266 PARCEL 5 ELEV. 4.7' SYSTEM DESIGN: LOCUS IS WITHIN FEMA FLOOD ZONE I A10 EL 11 AS SHOWN GARBAGE DISPOSER IS NOT ALLOWED ON COMMUNITY PANEL #250001 0008 D DATED JULY 2, 1992 DESIGN FLOW. 4 BEDROOMS 0 110 GPD =440 GPD GROUNDWATER ADJUSTMENT DATA: USE A 440 GPD DESIGN FLOW ZONE: Mlw 29 LOT COVERAGE: 15.5% I LEGEND ZONE A ADJ. 0.9' 100.0 PROPOSED SPOT ELEVATION SEPTIC TANK: 440 GPD {2) = 880 NOTES USE A 1500 GAL. SEPTIC TANK 100x0 EXISTING SPOT ELEVATION 1. DATUM IS NGVD LEACHING: VARIANCE REQUESTED UNDER MAX. FEASIBLE PROPOSED CONTOUR PERIMETER: 105 x 2 x 0.74 = 155 GPD COMPLIANCE 15.405 AND BARNSTABLE 2. MUNICIPAL WATER IS EXISTING -100 _ ORDINANCE SECTION 360-1: BOTTOM AREA: 437 x .74 - = 323 GPD 3. MINIMUM PIPE PITCH TO BE 1 j8„ PER FOOT. 100 EXISTING CONTOUR LEACHING FACILITY TO BE 30' TO TOP OF TOTAL: 646 S.F. 478 GPD COASTAL BANK (TO FLOOD. .ELEV. 11); 1a: 2' s TO Lai- DNE (ROW11,; 5' TO LOT LINE (a AND 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO 5' VARIANCES RESPECTIVELY) H- 20 USE (4) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) RESERVE AREA TO BE 4' TO FLOODZONE ELEV. IN CONFIGURATION SHOWN (SEE DETAIL) 11 (NOTE: IF PRIMARY FAILS, IT IS TO BE 5. PIPE JOINTS TO BE MADE WATERTIGHT. CONTAMINATED SOILS REPLACED IN ITS ENTIRETY REMOVED); TO BE 5' OFF LOT LINE; TO BE 10' OFF FNDN. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. MA , T TO SEPTIC TANK TO BE 18 TO COASTAL BANK R PROPOSED WORK ONLY AND NO APPROVED DATE BOAR D OF HEALTH 7. THIS PLAN IS FO AND 89 To Bvw BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. I i 15.102(2): 3 TEST HOLES PERFORMED DUE TO „ SITE CONSTRICTIONS (NOTE: 2 PERC TESTS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. PERFORMED) , 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. li 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION BENCH MARK - NAIL SE;' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO PROP. PERVIOUS DRIVEWAY IN UTIL. POLE EL 18.3 - COMMENCEMENT OF WORK. EXIST. DWELL. BE REMOVED 1,1. EXISTING SAS AND SEPTIC TANK SHALL BE PUMPED AND FIRST FLOOR = 13 9' ocean �/� REMOVED. PROP. STONE WALL ROAD 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE EDGE o��---�. ��- - - EVST.oR►ve - REMOVED 5' BENEATH AND AROUND THE PROPOSED • EXIST. STONE wALLN ovER 14EAU LEACHING FACILITY. E�Ec�Rtc -L4 I EXIST. 4 BEDROOM 10' x 42' LEACHING j ��30 'a o J '�4� FACILITY AS PER AS-BUILT CARD AND 13. WETLAND DELINEATION PER BY HAMLYN 15 FIELD LOCATION CONSULTING IN MARCH 2O06. �� TH2 T (STRADDLES PROPERTY LINE AND IS TO BE �� T/ ' o REMOVED) 14. WORK LIMIT LINE TO BE CONSTRUCTED OF SILTATION FENCE, STAKED HAYBALES OR BOTH. x 1 GARAGE slab �3 n 15. ROOF RUNOFF TO BE CONTAINED UTILIZING GUTTERS s� TO DOWNSPOUTS/DRYWELLS OR DRIP TRENCHES. s• - I 16. EXISTING COASTAL BANK IS BY STATE DEFINITION �9 %; 201 s ONLY; NO COASTAL `BANK EXISTS ON THE LOCUS SITE AS cn . O ��28,. ` DEFINED BY THE TOWN OF BARNSTABLE. PROP. 1500 GAL., 17. -EXISTING DWELLING TO BE REMOVED AND YDEBRIS ��' '►r O PTIC TANK (H-2f) REMOVED TO AN APPROVED SITE OR TRANSFER. STATION. �cK A2� 7 2% A0R0E%A RESERVE.3 18. ALL CONSTRUCTION TO OCCUR > 240' FROM TIDAL pE ROP ,,,t_ "_-OAK (.74) = 319 GPD + CREEK �ORk of D '•,�REp PERIMETER: 101 SF ♦G/M/ �Ki �1" `� x 2 (.74) = 149 EXIST. PAVE. EXIST. DWELL Co. T GPD (TOTAL 468. (AS LOC. 11/88) 19. NO CONSTRUCTION PROPOSED WITHIN 50 BUFFER 9 G,� GPD) - TO BVW XISL 1500 GAL S I NANCY AND ABEL GARRAGHAN Q2 (TO BE REMOVED) 115 OCEAN AVENUE ED FF FLOOR EL 16.0 � �` LAWN Z®NING SUMMt'1R I , FLOODZONE LINE PER SCANNED FLOODZONE MAP (n h O \ - 6-2 U, 6 ZONING DISTRICT: RB DISTRICT I rn S �oti'i° MIN. FRONT SETBACK 20' -1 1 MIN. SIDE SETBACK 10' LOT COVERAGE: 2,514 SF/ 16630 SF 15.1% <20% OK L B VW FAR: 2481 SF/ 16630 SF = 14.9%' <30% OK 1 DMING _ � ; RUGOSA PATCH t (276t SF) PROP. 10' NATURAL BUFFER c TO BE ESTABLISHED BETWEEN _ W€TLAND FLAG;46 do #3 LOT AREA =: 1 (SEE LANDSCAPE. PLAN) TEST HOLE LOGS TEST HOLE LOGS . �I ► 525t 5F PROc}OSED 33,181 f SO. FT. TOTAL / 1 16,630 f SF UPLAND (0 00 1 DAVID FLAHERTY, IRS CRAIG SHORT PE ' 1 ENGINEER: ENGINEER: • ' LA WITNESS: D. MIORANDI, IRS WITNESS: ED BARRY o DATE: MAY 21, 2007 DATE: MAY 23, 1996 N PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH I 2 CLASS I SOILS P# 1 M CLASS SOILS EXISTING 3`t PATH - I ELEV, 2 ELEV. 3 ELEV. ' 0 0_ 14.2' w 13.2' 00 12.7' A A ; FILL SL _ 18• LS 10YR 3/2 7.5YR 4/2 o A 10, LS B B 24. 10YR 3/2 LS LS 10YR 4/4 7.5YR 4/4 24' 11.2' 27' 10.5' B LS C C 10YR 4/4 � 36' PERC C MS 60" CS PERC MS 2.5Y 6/6 10YR 6/8 Al { „ 3.8 „ „ 3.7 1 4 3.7 ou 1 oU 10 oUN 2.5Y 6/6 0 130' 3.3' 120' 3.2' 120' 2.7' w LEACHING FACILITY DETAIL ��G•5D 1' = 20' j it j I j TITLE 5 Z" ITE F"O"'LAN , i i OF 111 OCEAN DRIVE I NEST HYANNISPORT PREPARED FOR I JOHN & MARARET BERRY !I off 508-362-4541 SEPTEMBER 13, 2007 fax 508 362-9880 ` �� OCTOBER 11, 2007 (SHOW RESERVE, VARIANCES AND ADD'L TH, PLANTINGS) . ►nth OF MA �yZN OF MASS DECEMBER 31, 2007 (REDUCED FOOTPRINT, CHANGED DRIVEWAY) DANIELA �, down cape engineering, Inc. o t?,ALA y� o�°a DANI �N Scale:1" 20' A. Cl VIL ENGINEERS wmL o.I�,LA Ne 46502 ,�No.40980 0 10 20 30 40 50 FEET LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS `'sjcNAL gyvs Rvti`t _ 0 1,-060 DATE GAZi;IEL A. OJALA, P.E., P.L.S. 06-060_sP.DWG (sBO) I i BENCHMARK - TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR' ; ELEV. _ /3.�f/ 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST N- VAS w' DATE OF SOIL TEST23 t I CppNCRETE CLEAN SAND SOIL TEST DONE BY A Q 6HOIQ T P.,E, COVERS WITNESSED BY, - 0AwARo LDA&XY _4. _ LOAM AND SEED.. i SCHEDULE 40 PVC PIPE OBSERVATION VA TI O ELEV.- . 10 MIN. PITCH 1 8- PER FT. ; E' sroN N HOLE 1 LFv. z OBSERVATION HOLE 2 ELEv.= PERCOLATION RATE MIN. INCH AT a" °DR/VC'. 2' LANTnR OF 1 INCHES PERCOLATION RAT E MIN./INCH AT INCHES ��. TC 1/2! ELEY, rpEI�TH HORIZ �� 1_ RE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER Y) 40 CAST IRON PIPE WASHED STONE I sA�,o Y �'.S' �. (OR EQUAL) MINIMUM Q7TREQUIRED .1.Lc L. . 2 ^fit L �rst ZF JT4kE;GRt _ PITCH 1/4 PER FT. vt, ? 1 CU. FT. OF CONCRETE I 17 _ FLOW LINE rL ANCHOR ,t�.4 ELEV, /oy>2 - 'MIN. ++.� i/.Wit, 2 t�'S tFV. • • LE' X ° ELEV. _ .°, , ::,g GAs :' x`;�� s' SU _ A 00 • • off/ ELEV. BAFFLES - . . »:: ,, DISTRIBUTION.w ELEV. LIQUID OUTLET ,: p ;70X., .--.-. ... INFILTRATORS WITH STONE IN A!! ,..�.o I TO HE PLACED ONvw BASE 4 FEET 14 INCH S } TO°BE WATER TES?E'D � "' •' , , ,r z S FEET 19 INCH S f0?K'42 x /�7X(21 ,TRENCH FORMATION 2 l0 120,E IF MORE THAN ONE OUTLET --- i FFE T 2 INCHES 1504` GALLON o Is T 34 INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOIL_ ABSORPTION WELL 2J WATER ENCOUNTERED AT /Q� ELEV, � 3.t0 WATER ENCOUNTERED AT s ELEV. 31e TO 1 1/2! WASHED STONE SYSTEM ' (SAS ZONE ADJUST_: .C _ r , LEGEND: DESIGN CALCULATIONS SEWAGE BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV, W GE DISPOSAL SYSTEM PROFILE EXISTWG SPOT ELEVATION 00„0 NUMBER OF BEDROOMS J�Si� _ . NOT TO SCALE OBSERVED WATER TABLE ( S f 23I9L i E�'• •/ EXISTING CONTOUR -----00--.-- GARBAGE DISPOSAL UNIT wo FIN .� //O !*� FINAL SPOT ELEVATION ' TOTAL STIMATEO FLOW AL CONTOUR { GALX/DAY X BR.) 4o GAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY GAL UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK TOWN WATER —W�� SOIL CLASSiF1CATi0N ass GAL r TCH`BASIN DESIGN PERCOLATION RATE WN./IN. AS LINE G EFFLUENTLOADING RATE t GAL./DAY/S.F. LEACHING AREA l 0 x 9 2 t /01 A J.7S SQ. FT. LEACHING CAPACITY (AREA X RATE) 445, GAL/DAY RESERVE LEACHING CAPACITY - '- /D"GAL. AY tir , , , ,, T vR Rl� 'Cg )2 E Q V I R E la FRom BAR aLE - NO s ?' TES. ._ 0 4A)Z D ©F NE ..T ' r..,}... �i N .. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF _ AJZ,,%l§T"fI- A L f RULES AND _.__• REGULATIONS FOR THE SUBSURF A CE DISPOSAL OF.,SEWAGE. l S.21 / • �. SFT-84CAMC OM JA.f T 2. F FC o ALL COVERS TO SANITARY UNITS SMALL BE BROUGHT TO _ - r WITHIN-.S OF FINISHED GRADE ROPiEtZ1'y 1Q 001RED 3. ALL`COMPONENTS OF THE SANITARY ARY SYSTEM SHALL BE CAPABLE OF M 1 N, PR o Po,! 1 1M s- - E ,,o. 1/�4 It RMC e !2 EQD TH TANOWG M--10 LOADING UNLESS THEY ARE UNDER OR WITHIN . --�' 9 • 2 Q.SfRO+�C)SEf� OA/ RC)W L�NF ' 10 FT. OF DRIVES OR PARKING AREAS.-H-20 LOADING SHALL BE �•r USED UNDER OR WITHIN 10 FT. OF .DRIVES OR PARKING AREAS 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. S. NO DETERMINATION HAS BEEN MADE AS To,,COMpUANCt.. WjTH , A _ SCANT IS`TO ww, r .. , .. , _ � . ,�� z„.. . -., , ..: ..t w v. ,... : � OBTAlN SUGH bE M N Q�. -' TER { A71tOM APPROPRIATE AUTHORITY. __,f..RtITtUTIES:S+IOWN:ARE APPRO XIMATE.ONLY, EXCA1rA1I0N_-CONTRACTOR w IS TO CALL DIG--SAFE" AT 1-800-322--48 f 44 AT LEAST 72 HOURS PRIOR TO COMMENONG WORK ON SITE. Ra W L I 7. CONTRACTOR IS TO VERIFY'GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING 'WORK ON SITE. {M E' .. S. PARCEL IS IN FLOOD ZONE 10`,E LSE L t 1 p.-F1CMR 1 Jo S�1A ` ' . j ( RAC-N. T,R EN f/.1 sAS 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL. 0 O C.,Apr COD- fsGi AIZ- �SoO FA �. 56P7�G Ry . • 0 ° DIST z oX DESIONINo 8WMR FIST SUPERVISE INSTALLATION AND t OBW IN"MNo A �.._ ,INBTRICT '� Flvvt7 ,�'cr.v " EM ©VE I �,.�.... �F �''" • .. .1, , ALA• R. 1vwa 4 ,EA C N ^ROB �F HEALTH BOAR rn SAWD PR•.R` T/ rL E S O " � X /ST1N4 C a.SSPoo 4; .r(2) DATE AGENT , t� ro E pug+ Pao PROPOS ED SEPTIC DESIGN p . c IFNEcssARy) Fi L.LOD1 Iu .wjrH D1pT FOR DID 80 BE T' IVA R /:)O ,n,N 4 i *, . �" i ETNINARr C.r A R ! PR OJECT CT LOCATION .., x /" f y I � EA r' t CRAIG R SHORT PROFESSIONAL ENGINEER r • ! �' tM A .� ! ! • , � "�,�'�'�. � 508- P. 0. BOX 781 •q/Z Ooq a ,7 G A c DENNIS. 4 wl spa, r� wI� - c vs 385—s53o Mass. 02638 p p qs /Af + �/ g a`� - DATE SCALE �- 240 SNORT `°" v J �...... CIVIL > �: REVISED 0.27483 � `' JOB No, 1 ' �G A LOCATION M1 AP REVISED [EHEET / OF _ . O 1996 CRAIG R. SHORT, P.E. I f FF ELEV. 17.5' SYSTEM PROFILE PROPOSED I TOP FNDN. AT EL. 16.5 NOT TO SCALE ACCESS COVER TO WITHIN 6" OF, FIN. GRADE ( ) ACCESS COVER TO WITHIN 3' OF FIN. GRADE Crai ville Beg ch Rd. ACCESS COVER' (WATERTIGHT) TO MINIMUM .75' OF COVER 1N 6„ OF FIN. GRADE ae a /Fl-4.6-1OVER; PRECAST 2% SLOPE REQUIRED OVER SYSTEM 14.0' LOCUS Cb P RUN PIPE L�VEjL 2" DOUBLE WASHED PEASTONE 12.72 FOR FIRST 2 OR GEOTEXTILE FABRIC / 3' MAX. PROPOSED 1500 ' ! BASEMENT GALLON SEPTIC 12.11' 12.7' SLAB 9.0 12.36' TANK (H- 20 ) GAS BAFFLE 000008 11.88 p I1 C7 O M {-1 ED F 00 12.05 11.7' E3 p CI � CI CI IC O 0 a squaw ( 2 % SLOPE) ems" CRUSHED STONE OR MECHANICAL l� CI 0 O CI [� C� ISIa - 4' COMPACTION. (15.221 [2D c 2' M a a a o 0 o a c o� 9.T DEPTH OF FLOW - (� SLOPE) (� SLOPE) „ „ TEE SIZES: 3/4 TO 1 1/2. DOUBLE WASHED STONE INLET DEPTH = LQ T antucket i OUTLET DEPTH = L47 SOI�tZI� FOUNDATION 18' SEPTIC TANK 61 D' BOX 201 LEACHING 5' FACILITY LOCUS MAP NOTE: ALL UTILITIES, TO INCLUDE DUCTWORK AND A/C UNITS, AS WELL AS HOT WATER HEATER, FURNACE, ETC. SHALL BE ABOVE NOT TO SCALE ELEV. 11. USE ADJUSTED G-W AT ASSESSORS MAP 266 PARCEL 5 FLOODZONE FOUNDATION DESIGN BY OTHERS ELEV. 4.7' SYSTEM DESIGN. LOCUS IS WITHIN FEMA FLOOD ZONE i A10 EL 11 AS SHOWN GARBAGE DISPOSER IS NOT ALLOWED ON COMMUNITY PANEL #250001 0008 D DATED JULY 2, 1992 DESIGN FLOW: 4 BEDROOMS ® 110 GPD =440 GPD GROUNDWATER ADJUSTMENT DATA: WELL- MIW 29 LOT COVERAGE: 15.5% USE A 440 GPD DESIGN FLOW ZONE A LEGEND ADJ. 0.9' SEPTIC TANK: 440 GPD (2) = 880 NOTES 100.0 PROPOSED SPOT ELEVATION USE A 1500 GAL. SEPTIC TANK 1. DATUM IS NGVD ! 100x0 EXISTING SPOT ELEVATION LEACHING: VARIANCE REQUESTED UNDER MAX. FEASIBLE ! COMPLIANCE 15.405 AND BARNSTABLE 2. MUNICIPAL WATER IS EXISTING 100 - PROPOSED CONTOUR PERIMETER: 105 x 2 x 0.74 = 155 GPD ORDINANCE SECTION 360-1: BOTTOM AREA: 437 x .74 323 GPD LEACHING FACILITY TO BE 30' TO TOP OF 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 100 EXISTING CONTOUR COASTAL-'BANK (TO FLOOD. ELEV. 11) 1 c:` 2` TOTAL: 646 S.F. 478 GPD TO LOT LINE (ROW); 5' TO LOT LINE (8' AND 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO �( USE { ) 500 GAL. H-20 LEACHING CHAMBERS ACME OR EQUAL. 5' VARIANCES RESPECTIVELY) H- 20`" { RESERVE AREA TO BE 4' TO FLOODZONE ELEV. IN CONFIGURATION SHOWN (SEE DETAIL) 1-1 (NOTE: IF PRIMARY FAILS, IT IS To BE 5. PIPE JOINTS TO BE .MADE WATERTIGHT. ; REPLACED IN ITS ENTIRETY WITHIN SAME AREA, ! CONTAMINATED SOILS `REMOVED); TO BE 5 OFF LOT LINE; TO BE 10' OFF FNDN. 6: CONSTRUCTION. DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. E MA SEPTIC TANK TO BE 18 TO COASTAL BANK 7. THIS'PLAN IS FOR PROPOSED WORK ONLY AND NOT TO APPROVED DATE BOARD OF HEALTH AND 89' TO BW BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. I, 15.102(2): 3 TEST HOLES PERFORMED DUE TO SITE CONSTRICTIONS (N011 2 PERC TESTS 8._ PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. PERFORMED) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. I 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING f DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ' BENCH MARK - NAIL SET OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO PROP. PERVIOUS DRIVEWAY IN UTIL. POLE EL. = 18.3 COMMENCEMENT OF WORK. EXIST. DWELL 11. EXISTING SAS AND SEPTIC TANK SHALL BE PUMPED AND FIRST FLOOR REMOVED)(TO BE ' oc r,d REMOVED. PROP. STONE WALL 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE EDGE OFF R�� 15 iT - � � REMOVED 5' BENEATH AND AROUND THE PROPOSED ( / \ uv�ono LEACHING FACILITY. EXIST. STONE WALL`U aEc�lc -` -14 I EXIST. 4 BEDROOM 10' x 42' LEACHING 13. WETLAND DELINEATION PERFORMED BY HAMLYN I -14- FACILITY AS PER AS-BUILT CARD AND 0 15130 ��,� FIELD LOCATION CONSULTING IN MARCH 2O06. €, - 2 0; 1S�_ (STRADDLES PROPERTY LINE AND IS TO BE j 1 T T o REMOVED) 14. WORK LIMIT LINE TO BE CONSTRUCTED OF SILTATION L N n ,,, FENCE, STAKED HAYBALES OR BOTH.7.1 L 15. ROOF RUNOFF 70 BE CONTAINED UTILIZING GUTTERS -43 ' c TO DOWNSPOUTS/DRYWELLS OR DRIP TRENCHES. b •7 1°ORCH, .3 € 1 / Q 16. EXISTING COASTAL BANK IS BY STATE DEFINITION `; / p.4' s ONLY; NO COASTAL BANK EXISTS ON THE LOCUS SITE AS li �9 r � ; O DEFINED BY THE TOWN OF BARNSTABLE. I �` 17. EXISTING DWELLING TO BE REMOVED AND DEBRIS /$ S\g• �� N O PROP. 1500 GAL - SEPTIC TANK (H-20)` REMOVED TO AN -APPROVED SITE OR TRANSFER STATION. 7.2% - 100% RESERVE 2` - AREA 431 SF 18. ALL CONSTRUCTION TO"OCCUR > 240' FROM TIDAL -_ K (.74) = 319 GPD + CREEK I h'p _ ! ! PERIMETER: 101 SF �R�LlM!^ `�� ! ��- x 2 (.74) = 149 EXIST_ PAVE. EXIST. DWELL o T 4r �. GPD (TOTAL 468 (AS LOC. 11/88) 19. NO CONSTRUCTION PROPOSED WITHIN 50 BUFFER a ► GPD) TO BVW , XIST. 1500 GAL ST NANCY AND ABEL GARRAGHAN 4 0 115 OCEAN AVENUE tt a (TO BE REMOVED) 20. EROSION CONTROL NETTING ON ALL SLOPES >10%. SHED PROP. DWELL A-1 B 6-3 FF FLOOR EL 17.5' ' LAWN ,2" CEDA , ZONING -SUMMARY � r FLOODZONE LINE PER SCANNED FLOODZONE MAP c, �o 6 6-2 w ZONING DISTRICT: RB DISTRICT MIN. FRONT SETBACK 20' MIN. SIDE SETBACK 10 LOT COVERAGE: 2,514 SF/ 16630 SF = 15.1% <20% OK B VW 4 rag` FAR: 2481 SF/ 16630 SF = 14.9% <30% OK 8 DaSTM ROM 5 RucosA PAS 1 76 SF) 0 , PROP. 10' NATURAL BUFFER TO BE ESTABLISHED BETWEEN -- i WETLAND FLAG $6 do f3 j LOT AREA i (SEE LANDSCAPE PLAN) TBST HOLE LOGS TEST HOLE LOGS .. .: �! 525f SF PRBPbS® -- 33,181 t SO. FT. TOTAL 16,630 f SF UPLAND cfl oo ENGINEER: DAVID FLAHERTY, Rs ENGINEER: CRAIG SHORT, PE ` D. MIORANDI RS ED BARRY WITNESS: � WITNESS: w DATE: MAY 21, 2007 DATE: MAY 23, 1996 I o I N PERC. RATE < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# 11 787 CLASS I SOILS #2 EXISTING 3't { PATH ELEV. ELEV. ELEV. 0 0 Q 14,2' 0• 13.2' 0• 12.7' I 1 rn FILL A A 18' LS SL A 10YR 3/2 12' 7.5YR 4/2 0 10 LS a B B 24' 10YR 3/2 LS LS 10YR 4/4 7.5YR 4/4 24' 11.2' 27' 10.5' i B LS C C �. 36` 10YR 4/4 11.2' PERC C Ms 0 60" CS J� N 1.3' PERC i MS 2 5Y 6/6 10YR 6/8 air 1 " OBS GRND. WATER 3.8' 1 BS GRND. WATER 3.T 10 OBS GRND. WATER3,7' w 2.5Y 6/6 130' 3.3' 120' 3.2' 120' 2.7' LEACHI G FACILITY DETAIL 1�6 5� 1' = 20• I } f I 5SITE i I i I OF I { 111 OCEAN DRIVE WEST HYANNISPOR`� PREPARED FOR i ! JOHN & MARGARET BERRY SEPTEMBER 13, 2007 off 508-362-4541 i REVISED: 10-11-07 (SHOW RESERVE, VARIANCES AND ADD'L T H, PLANTINGS) fax 508 362-9880 REVISED: 12-31-07 (REDUCED FOOTPRINT, CHANGED DRIVEWAY) V REVISED: 9-21-09 (REDUCED FOOTPRINT) --- a ZN OF OF t _ ` ih Mqs 314 IRS, Scale:1"= 20' DANIEL down cope engineering, in c. Y�� ILA9°� -' �h �`� /o OJALA aJALr^, t u Cl VIL ENGINEERS LAND SURVEYORS I VIL NO 4 0 0 10 20 30 40 50 FEET N�.46 939 Main Street - YARMOUTHPORT, MASS ��s G'�T�R�o�� qIP � suR �J " �G-D6D DATE DANIEL A. OJALA, P.E., P.L.S. 06-060_SP.DWG (SBO) - I j i i I I FF ELEV. 17.5' PROPOSED SYSTEM PROFILE TOP FNDN. AT EL. 16.5' ACCESS COVER TO WITHIN 6 OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3' OF FIN. GRADE jai ville Beach Rd. MINIMUM .75 OF COVER WITHIN 6" OF FIN. GRADE e 14.6 OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM a LOCUS �aa ,,. 14.0 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE j P 12.72' FOR FIRST 2 OR GEOTEXTILE FABRIC PROPOSED 1500 3' MAXrr . BASEMENT GALLON SEPTIC Ir SLAB = 9.0 12.36 TANK H- 20 1 GAS 12.7' ( ) GAS _ BAFFLE 12.05' 11.88 0 0 0 0 0 0 E:l 0 � Q 2 0 11.7 OOOO 0 DODOv ( % SLOPE) �6" CRUSHED STONE OR MECHANICAL 0 0 0 O 0 O O Cl $Q - 4' COMPACTION. (15.221 L2 ) $ 2' a 0 0 0 0 0 0 0 c 9.7' IS DEPTH OF FLOW - - (� SLOPE) (� SLOPE) TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE NlIfZCkBt INLET DEPTH = 10" OUTLET DEPTH Sound FOUNDATION 18' SEPTIC TANK 6' D' BOX 20' LEACHING 5' FACILITY /� ' NOTE: ALL UTILITIES, TO INCLUDE DUCTWORK AND A/C UNITS, AS LOCUS .MAP WELL AS HOT WATER HEATER, FURNACE, ETC. SHALL BE ABOVE ELEV. 11. _ NOT TO SCALE FLOODZONE FOUNDATION DESIGN BY OTHERS USE ADJUSTED G-W AT I ASSESSORS MAP 266 PARCEL 5 SYSTEM DESIGN: _ ELEV. 4.7' LOCUS IS WITHIN FEMA FLOOD ZONE A10 EL 11 AS SHOWN ! GARBAGE DISPOSER IS NOT ALLOWED ON COMMUNITY PANEL #250001 0008 D DATED JULY 2, 1992 DESIGN FLOW: 4 BEDROOMS ® 110 GPD =440 GPD GROUNDWATER ADJUSTMENT DATA: LEGEND USE A 440 GPD DESIGN FLOW WELL: MIW 29 LOT COVERAGE: 15.5% ZONE A ADJ. . 0.9' 100.0 PROPOSED SPOT ELEVATION SEPTIC TANK: 440 GPD (2) = 880 NOTES USE A 1500 GAL. SEPTIC TANK 100x0 EXISTING SPOT ELEVATION 1. DATUM IS NGVD LEACHING: VARIANCE REQUESTED UNDER MAX. FEASIBLE 100 _ PROPOSED CONTOUR PERIMETER: 105 x 2 x 0.74 = 155 GPD COMPLIANCE 15.405 AND BARNSTABLE 2. MUNICIPAL WATER IS EXISTING - -- ORDINANCE SECTION 360-1: BOTTOM AREA: 437 x .74 = 323 GPD " 100 EXISTING CONTOUR LEACHING FACILITY To BE 30' TO TOP OF 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. COASTAL BANK TO FLOOD. ELEV. 11 ; 1 a: 2' TOTAL: 646 S.F. 478 GPD ( ) _J TO LOT LINE (ROW); 5' TO LOT LINE (8' AND 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO .,., 5' VARIANCES RESPECTIVELY) H- 20 USE (4) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) RESERVE AREA To BE 4' TO FLOODZONE ELEV. IN CONFIGURATION SHOWN (SEE DETAIL) 1-1 (NOTE: IF PRIMARY FAILS, IT IS TO BE 5. PIPE JOINTS TO BE MADE WATERTIGHT. REPLACED IN ITS ENTIRETY WITHIN SAME AREA, CONTAMINATED SOILS REMOVED); TO BE 5' OFF 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH LOT LINE; TO BE 10' OFF FNDN. MASS. ENVIRONMENTAL CODE TITLE V. MA SEPTIC TANK TO BE 18' TO COASTAL BANK APPROVED DATE BOARD OF HEALTH AND ss' To BVW 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 15.102(2): 3 TEST HOLES PERFORMED DUE TO SITE CONSTRICTIONS (NOTE: 2 PERC TESTS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. I PERFORMED) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. j 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING _ o DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION BENCH MARK - NAIL SET OF. ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO PROP. PERVIOUS DRIVEWAY IN UTIL. POLE EL. = 18.3 - 10 COMMENCEMENT OF WORK. EXIST. DWELL. I (To BE REMOVED) Dr►TVe 11. EXISTING SAS AND SEPTIC TANK SHALL BE PUMPED AND FIRST FLOOR = 13.9' D�iP+an REMOVED. PROP. STONE WALL DIRT ROAD __ _ _ 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE EDGE OFF/�� 15 EXIST. DRIVE � REMOVED 5' BENEATH AND AROUND THE PROPOSED -XIST. STONE WNALLN o, "EAD LEACHING FACILITY. _ 4cTRIC - L� EXIST. 4 BEDROOM 10' x 42' LEACHING 1�30' Qo �3, -14, FACILITY AS PER AS-BUILT CARD AND 13. WETLAND DELINEATION PERFORMED BY HAMLYN 2 0 1ST_ _ FIELD LOCATION CONSULTING IN MARCH 2O06. � REMOVED)(STRADDLES PROPERTY LINE AND IS TO BE ' T o 14. WORK LIMIT LINE TO BE CONSTRUCTED OF SILTATION ` m FENCE, STAKED HAYBALES OR BOTH. 171 0 15. ROOF RUNOFF TO BE CONTAINED UTILIZING GUTTERS Op G: gANO 51 - o PORCH 8pn 3 m TO DOWNSPOUTS/DRYWELLS OR DRIP TRENCHES. 1 " 16. EXISTING COASTAL BANK IS BY STATE DEFINITION N g r 0.4 5 ONLY; NO COASTAL BANK EXISTS ON THE LOCUS SITE AS DEFINED BY THE TOWN OF BARNSTABLE. PROP. 1500 GAL. 17. EXISTING DWELLING TO BE REMOVED AND DEBRIS -�N SEPTIC TANK (H-20) _ REMOVED TO AN APPROVED SITE OR TRANSFER STATION. 8.g ` 7.2% - 100% RESERVE A2� -` AREA = 431 SF _ 18. ALL CONSTRUCTION TO OCCUR > 240' FROM TIDAL DECK =9A< (.74) - 319 GPD + �ORk irk PERIMETER: 101 SF CREEK "t4`M�T^. ~ �� A° ��- x 2 (.74) = 149 EXIST. PAVE. EXIST. DWELL GGPD PD)(TOTAL 468 (AS LOC. 11 88 / ) - ' 19. N0 CONSTRUCTION PROPOSED WITHIN 50' BUFFER TO BVW NANCY AND ABEL GARRAGHAN xlsr. IRE GAL sT 115 OCEAN AVENUE 20. EROSION CONTROL NETTING ON ALL SLOPES >10%. 1 ti� 2 (TO BE REMOVED) PROP. DWELL. A-1 q - _ _ HED - _ _ - - - - - . _ - J - FF-FLOOR. EL-17.5' _ _ '• -_ -LA"WIv- >_6 3 - - ZONING SUMMARY FLOODZONE LINE I � " 12" CEDA 1 PER SCANNED FLOODZONE MAP cn �o \ 6% 6-2 ZONING DISTRICT. RB DISTRICT ° MIN. FRONT SETBACK 20' 6-1��° ° ; MIN. SIDE SETBACK 10' LOT COVERAGE: 2,514 SF/ 16630 SF = 15.1% <20% OK #8 BVW ¢ '%9� i FAR: 2481 SF/ 16630 SF = 14.9% <30% OK � I EXISTING ROSA #5 RUGOSA PATCH g I (276t SF) o , PROP. 10' NATURAL BUFFER TO BE ESTABUSHED BETWEEN ` WETLAND FLAG #6 & #3 i (SEE LANDSCAPE PLAN) LOT AREA / ;:,:;. ► 525t SF PROPOSED TEST HOLE LOGS TEST HOLE LOGS 33,181 t SQ. Fr. TOTAL 16,630 t SF UPLAND cfl ao ENGINEER: DAVID FLAHERTY, IRS ENGINEER• CRAIG SHORT, PE I • WITNESS: D. MIORANDI, IRS WITNESS: ED BARRY CA o I DATE: MAY 21, 2007 DATE: MAY 23, 1996 PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH #2 CLASS I SOILS P# 11787 CLASS I SOILS EXISTING 3't PATH ELEV, ELEV. ELEV. o a ON 14.2' 0• 2 13.2' 0• 3 12.7' I #1 °'- FILL A A f 18, LS SL 10YR 3/2 7.5YR 4/2 oo A 10, 12' LS B B 24' 10YR 3/2 LS LS 10YR 4/4 7.5YR 4/4 24' 11.2' 27' 10.5' B LS �_ y 36' 10YR 4/4 11.2' C C I PERC " '.. J .:. MS m 60E CS (U ` ` C PERC MS 2.5Y 6/6 10YR 6/8 1 " OBS GRND. WATER 3•8' 1 " OBS GRND. WATER 3.7' 1 " OBS GRND. WATER 3,7' °' 2.5Y 6/6 130' 3.3' 120' 3,2' 120' 2.7' w i� 2' LEACHI G FACILITY DETAIL ��ro.r50 1" = 20' I 4 a TITLE 5 SITE PLAN OF II+ ill OCEAN DRIVE WEST HYANNISPORT 1 PREPARED FOR N OF�qsu LSNOFf., sS JOHN & MARGARET BERRY _D t3JALA �Ga l�o DAN i E . off 508-362-4541 ". No.'46502 N A R ( SEPTEMBER 13, 2007 ) fax 508 362-9880 " JA REVISED: 10-11-07 SHOW RESERVE, VARIANCES AND ADD L TH. PLANTINGS REVISED: 12-31-07 (REDUCED FOOTPRINT, CHANGED DRIVEWAY) -� \� � e REVISED: 9-21-09 .(REDUCED FOOTPRINT) do wn cope en gin eerin g, in c. �� `: \cy o� DUR 4,:�yG sCale: 1"= 20' Cl 1/lL ENGINEERS DANIELA. S A � o OJALA o OJALA LAND SURVEYORS VIL �' No.4 0 0 10 20 30 40 50 FEET NO.46 p 9,39 Main Street YARMOUTHPORT,, MASS. ��I . evk �`� -11 °�Ft -Z�-� - SUR 06-060 DATE DANIEL A. OJALA, P.E., P.L.S. 06-060-SP.DWG (SBO) I Ij i I i FF ELEV. PROPOSED6 SYSTEM PROFILE TOP FNDN. AT EL. 15.75' ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3' OF FIN. GRADE roi Ville Beo d. ch R (THIN 6" OF FIN 14.6 MINIMUM .75 OF COVER OVER PS�N GRADE ae 2% SLOPE REQUIRED OVER SYSTEM 14.0' a LOCUS �a UN PPIPE LEVEL 2" DOUBLE WASHED PEASTON b 12.72' FOR FlRST 2 OR GEOTEXTILE FABRIC PROPOSED 1500 3' MAX. GALLON SEPTIC 12.11' 12.36' TANK (H- 20 ) GAS 12.7' BAFFLE 12.05' 11.88 Afin 11.7 aoaa o 0000 0 ( 2 % SLOPE) ems" CRUSHED STONE OR MECHANICAL 8o O O O � � O' S COMPACTION. (15.221 [211 2' 0 0 � � 71 O ED 0 0 9.7' IS DEPTH OF FLOW = 4 (� SLOPE) (� SLOPE) TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH = tQ Nantucket OUTLET DEPTH = 14" Sound FOUNDATION 18' SEPTIC TANK 6' D' BOX 20' LEACHING 5' FACILITY p NOTE: ALL UTILITIES, TO INCLUDE DUCTWORK AND A/C UNITS, AS LOCUS MAP WELL AS HOT WATER HEATER, FURNACE, ETC. SHALL BE ABOVE j ELEV. 11. NOT TO SCALE I FLOODZONE FOUNDATION DESIGN BY OTHERS USE ADJUSTED G-W AT ASSESSORS MAP 266 PARCEL 5 SYSTEM DESIGN: ELEV. 4.7' LOCUS IS WITHIN FEMA FLOOD ZONE A10 EL 11 AS SHOWN GARBAGE DISPOSER IS NOT ALLOWED ON COMMUNITY PANEL #250001 0008 D DATED JULY 2, 1992 DESIGN FLOW: 4 BEDROOMS ® 110 GPD =440 GPD GROUNDWATER ADJUSTMENT DATA: LEGEND USE A 440 GPD DESIGN FLOW WELL: MIW 29 LOT COVERAGE: 15.5% ZONE A ADJ. 0.9' 100.0 PROPOSED SPOT, ELEVATION SEPTIC TANK: 440 GPD (2) = 880 NOTES USE A 1500 GAL. SEPTIC TANK 100x0 EXISTING SPOT ELEVATION 1. DATUM IS NGVD LEACHING: VARIANCE REQUESTED UNDER MAX. FEASIBLE PROPOSED CONTOUR PERIMETER: 105 x 2 x 0.74 = 155 GPD COMPLIANCE 15.405 AND BARNSTABLE 2. MUNICIPAL WATER IS EXISTING j -100 -� ORDINANCE SECTION 360-1: BOTTOM AREA: 437 x .74 = 323 GPD 100 EXISTING CONTOUR LEACHING FACILITY TO BE 30' TO TOP OF 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. TOTAL: 6.46 S.F. 478 GPD COASTAL BANK (TO_FLOOD. ELEV. 11): 1 a: 2'..- , TO LOT LINE (ROW); 5' TO LOT LINE (8' AND 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO USE (4) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) RESERVENAREA TO BE 4' TO FLOODZONE ELEV.CES RESPECTIVELY) "- 20 IN CONFIGURATION SHOWN (SEE DETAIL) 11 (NOTE: IF PRIMARY FAILS, IT IS TO BE 5. PIPE JOINTS TO BE MADE WATERTIGHT. REPLACED IN ITS ENTIRETY WITHIN SAME AREA, CONTAMINATED SOILS REMOVED); TO BE 5' OFF 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH LOT LINE: TO BE 10' OFF FNDN. MASS. ENVIRONMENTAL CODE TITLE V. j , MA APPROVED DATE BOARD OF HEALTH SEPTIC TANK TO BE 18 TO COASTAL BANK 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO AND ss' ro Bvw BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 15.102(2): 3 TEST HOLES PERFORMED DUE TO SITE CONSTRICTIONS (NOTE: 2 PERC TESTS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. PERFORMED) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING j DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION PROP. PERVIOUS DRIVEWAY BENCH MARK - NAIL 8.3 OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO w uTIL. POLE EL. = ts.3 COMMENCEMENT OF WORK. EXIST. DWELL (TO BE REMOVED) prlve 11. EXISTING SAS AND SEPTIC TANK SHALL BE PUMPED AND FIRST FLOOR = 13.9' ocean REMOVED. PROP. STONE WALL �- r -�- 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE EDGE OF R O(IST. DRIVE. --... _ REMOVED 5' BENEATH AND AROUND THE PROPOSED EXIST. STONE WALLN o„�R HEAD LEACHING FACILITY. N - 4 i ELECTRIC 1� 9 EXIST. 4 BEDROOM 10' x 42' LEACHING 30 Qo �3, -�4, FACILITY AS PER AS-BUILT CARD AND 13. WETLAND DELINEATION PERFORMED BY HAMLYN �2 0 , _ �"' FIELD LOCATION CONSULTING IN MARCH 2O06. I (STRADDLES PROPERTY LINE AND IS TO BE REMOVED) 14. WORK LIMIT LINE TO BE CONSTRUCTED OF SILTATION' cARa�E FENCE, STAKED HAYBALES OR BOTH. 2s slob 0 15. ROOF RUNOFF TO BE CONTAINED UTILIZING GUTTERS oP C. 81 S1 `� o� / 1 ,3 z TO DOWN SPOU TS/DRYWELLS OR DRIP TRENCHES. " 16. EXISTING COASTAL BANK IS BY STATE DEFINITION 5 ONLY, NO COASTAL BANK EXISTS ON THE LOCUS SITE AS DEFINED BY THE TOWN OF BARNSTABLE. `1 '12 O PROP. 1500 GAL 17. EXISTING DWELLING TO BE REMOVED AND DEBRIS ti SEPTIC TANK (H-20) REMOVED TO AN APPROVED SITE OR TRANSFER STATION. DECK 7.2% - 10OX RESERVE A2` AREA - 431 SF 18. ALL CONSTRUCTION TO OCCUR > 240' FROM TIDAL �yo DfCK ROP CO "-AA (.74) - 319 GPD + CREEK �Rk D fCRfD PERIMETER: 101 SF Ki A" ��- x 2 (.74) - 149 EXIST. PAVE. EXIST. DWELL GPD)(TOTAL 468 (AS LOC. 11/88) 19. NO CONSTRUCTION PROPOSED WITHIN 50' BUFFER 9 �'� TO B VW o, 41 XIST. 1500 GAL ST NANCY AND ABEL GARRAGHAN (TO BE REMOVED) 115 OCEAN AVENUE A PRE??_ QuuFi i. ,.. .` - LAWN � 6-3 ►X . ., + FF FLOOR EL 16.0' I FLOODZONE LINE �, \ 12" CEDA , ZONING SUMMARY PER SCANNED FLOODZONE MAP cn u� �o 6 CZ 6-2 ZONING DISTRICT: RB DISTRICT 1 � MIN. FRONT SETBACK 20 MIN. SIDE SETBACK 10' . . ; LOT COVERAGE: 2,514 SF/ 16630 SF = 15.1% <20% OK #8 BVW FAR: 2481 SF/ 16630 SF = 14.9% <30% OK #7 'Fk ExISW ROSA #5 Rl1GOSA PATCH S I I I, (276t SF) ; �ll(c O � � PROP. 10' NATURAL BUFFER o TO BE ESTABLISHED BETWEEN ' WETLAND FLAG 16 do #3 #4 (SEE LANDSCAPE'PLAN), LOT AREA J , 525t SF PROOOSED TEST HOLE LOGS TEST HOLE LOGS 33,181 t SO. FT. TOTAL c.5 � 16,630 t SF UPLAND oD i ENGINEER: DAVID FLAHERTY, IRS ENGINEER• CRAIG SHORT, PE w WITNESS: D. MIORANDI, RS WITNESS: ED BARRY o I N DATE: MAY 21, 2007 DATE: MAY 23, 1996 < 2 MIN/INCH < 2 MIN/INCH PERC. RATE = PERC. RATE _ #2 CLASS I SOILS P# 11787 CLASS I SOILS EXISTING 3't PATH f j ELEV, ELEV. ELEV. _ 4 4 _ 4 , o p• 14.2 p 13,2 p• 12,7 i � � A A I #1 01 FILL 18' LS SL 0 10YR 3/2 7.5YR 4/2 A 10' 12' �► LS B B 24' 10YR 3/2 LS LS 10YR 4/4 7.5YR 4/4 24' 11.2' 27' 10,5' B LS �_ 36' 10YR 4/4 11.2' C C j t PERC N 1.3' C �� - PERC MS 2.5Y 6/6 10YR 6/8 w 1 0 J 3.8' 11 „ oU 3.7' 1 OU 3.7' 9 0+ 2.5Y 6/6 w 130' 3.3' 120' 3,2' 120' 2.7' w LEACHI G FACILITY DETAIL 1" - 20' j l I TITLE 5 SITE PLAN OF � I 111 OCEAN DRIVE } WEST HYANNISPORT PREPARED FOR JOHN & MARGARET BERRY off 508-362-4541 j fax 508 362-9880 SEPTEMBER 13, 2007 OCTOBER 11, 2007 (SHOW RESERVE, VARIANCES AND ADD 'L TIi, PLANTINGS) j ir1°FS �paZH OF Mess DECEMBER 31, 2007 (REDUCED FOOTPRINT, CHANGED DRIVEWAY) down cape engineering, in C. �o�� DANIELA cyGN� �o DANIEL 9cy°N , o OJALA o A. �` Scale: 1 = 20 Cl VIL ENGINEERS CIVIL OJALA N LAND SURVEYORS No.46502 � � No.40980 � ��'� •Pow 0 10 20 30 40 50 FEET - 939 Main Street - YARMOU THPOR T, MASS. S)ONAL G� qNo sSRVE� 1 Z j3110-7 - O6-O6O DATE DANIEL A. OJALA, P.E., P.L.S. 06-060_SP.DWG (SBO) , ( BENCHMARK 'CA FOUNDATION -- - ------ ! I ! P OF FOUNDATION 20 FT. MINIMUM FROM CELLAR_ _ S 01 L TEST ! 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST S Z3 9 ELEV. % �•'`} 10 FT. MINIMUM —� CLEAN SAND SOIL TEST DONE BY C JeA) G-?_ :5 O/2 7 CONCRETE VNTNESSED BY C'L�wA Ro COVERS — LOAM AND SEED a' SCHEDULE 40 PVC PIPE OBSERVATION HOLE 1 ELEV.=1.2 . 10 OBSERVATION HOLE 2 EL-EV.=_ MIN. PITCH 1/8- PER FT. ."ra"4e PERCOLATION RATE < 2 MIN./INCH AT 4 o" INCHES PERCOLATION RATE MIN./INCH AT INCHES L7RlV�. 2- LAVER OF _ _ 1 -_ 1/8. -0 1/2' ELEY, '4l 5JTJNORiZ TEXTURE COLOR T-MO OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER J 4.4 ` WASHED STONE �N T 4' CAST IRON PIPE - ¢" - NQT REQUIRED _L !2 og"J 4 cis t► - ---- 1• (OR EQUAL) MINIMUM T-- - - zF JTovE pRlv,[, '�— PITCH 1/4 PER FT. _ 1 CU. FT rjF CONCkE: Ti :._�. - FLOW LINE --- - - i_ //.4 a ANCHOR I {eyR 10' -- - _ _ 7 1 ELEV. f! . , -"MIN. i�A/2 5 Ar : .' '0—� I ° -- • +T, `'fA 7 ELEV. L VEL �. , o$`, ELEV. ELEV. ; GAS _ W _16' SUMP ELEV. 411i . rl BAFFLE DISTRIBUTION ELEV. LIQUID OUTLET BOX �o•y: INFILTRATORS WITH STONE IN AN ---14 I (TO BE PLACED ON FIRM BASE) 4 FEET 14 INCHES TO BE WATER TESTED /QUA 42 x 1,7S�Z!"� TRENCH FORMAT+ON � � 2 • t o /20 � - L-- 5 FEET 19 INCHES IF MORE THAN ONE OUTLET ---- 6 FEET 24 INCHES 1500 GALLON ! WELL. M I w 2 WATER ENCOUNTERED AT �� ELEV. _ `j• o WATER ENCOUNTERED AT _—__— ELEV. 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) � 14j 8 FEET _ 34 INCHES SEPTIC TANK 3 4- To 1 1 2- SOIL ABSORPTION ZONE _.,_ / / SYSTEM (SAS) INDEX ---7-,2 -4/14o WASHED STONE ADJUST-/•_G LEGEND: DESIGN CALCULATIONS SEWAGE DISPOSAL SYSTEM PROFILE BOTTOM OF TEST HOLE OR USGS PROBABLE CATER TABLE ELEV. _ 10 EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS vFS�CN 4 NOT TO SCALE OBSERVED WATER TABLE ( ,. /2�/9L , ELEV. _ - EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT ^/d FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW FINAL CONTOUR-- - ( )/O GAL./BR./DAY X -4 BR.) �0 GAL./DAY SOIL TEST LOCATION y REQUIRED SEPTIC TANK CAPACITY GAL. UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK � _ GAL. TOWN WATER —W�-W— SOIL CLASSIFICATION CATCH BASIN I,®\ DESIGN PERCOLATION RATE MIN./IN. GAS LINE — G=------ — EFFLUENT LOADING RATE GAL./DAY/S.F. LEACHING AREA !O'x 92' t /O•}x /.75 C?2 SQ. FT. LEACHING CAPACITY (AREA X RATE) 4 4S GAL./DAY �02 A " 7•w RESERVE LEACHING CAPACITY � GAL./DAY Rom BpRjvs7 NOTES: / ✓ p �A D'L D or' HOA t. TfV : 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. REGULATIONS FOR TO THTITLE 5 AND THE E OF 13,4,lA,/4'rA)laLE RULES D SUBSURFACE DISPOSAL OF SEWAGE. (0 S FE 7.8 A C K F K om 1As ro 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO iN �" ; � �, ��•(��-2ED WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF — 'S s OVA, mil, F�IZ 4 PQJ D cL ♦,S ✓o4 /Z )ANCE R EQD WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN © ' � O.SNRLD+�USEf, OAJ SCOW L�n/F 9,1 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE �•S USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 1 BE MORTARED IN PLACE. S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH A6DEEDED OR ZONIN', REf'1JLATIC)►IS. OWNER / APPLICANT IS TO OSTA!N SUCH DETERMINATION FROM APPROPKIA IE AU IHOKI 1 Y. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR tS TO CALL *DIG-SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS L („ SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. s�•iDA� ''"' -4 -._ ' /O X,92 l•7s (z I` � 8. PARCEL IS IN FLOOD ZONE AI O EL t a�•f-a►Mq 2�rgoa� 3 ► SpA C L 1=�►G H T R EIv c p1 (S A•S) 9. LOT IS SHOWN ON ASSESSORS MAP AS AS PARCEL Off. DESIGNING ENGINEER MUST SUPERVISE DIST Lox r,eGK INSTALLATION AND CERTIFY IN WRITING THE SYSTEM WAS 816TALLED IN STRICT ACCORDANCE 7n PLAN. REMOVE A 0 L. AYeIZ S FLOOb ?ONE q7� E Q E 4, .f " ALL �. O v�/ L. J I, 4>�Na EA cy ^7ZEF/) �S001 APPROVED: BOARD OF HEALTH g' ;e 0"A4 -M C E -^i t r tl c[.Ar,,i A/ SA^JD PER 7 rL-E S 1 ` DATE — -- AGENT ----- — srltvG, cssspoo L s (2) - — ----- -- -- -- -- - rr'` To b E-' 4:oU *A E0 ( orN ,Ecwss RY) PROPOSED SEPTIC DESIGN i ,A F I t~ L E J I A,! w 1 rH D i k ,. FOR �^. s DR 80B ER T N"A R ,9GNE 0 3 ' _ PROJECT LOCATION PA lot L I&MINART W. H Y4"/v/ S P0 7' MASS CRAIG R SHORT PROFESSIONAL ENGINEER 508- P. 0. BOX 781 •q /z eA = .7 4. Ac ?' `�' 1 j 385-6530 DENNIS, MASS. 02638 pie r P&O �3jc ?0 � ._.-3 o� WIWL -- p9 4Sry a ` DATE L SCALE ,. ©t� w G ✓'f :.5 T.Q 77e40 CRRAIG `-s�; , 3 �; ` .S I/ 9 2 1 SHORT r C .' -- — —1 CIVIL 7,) �s J� \ % REVISED JOB N0. �1O. ?asa / - 7 9 4 ( '� LOCATION MAP -� REVISED —� SHEET / OF t „„ -------- — - ----- - -- - --- - _ -- _ ___� J ---- -- - -- - - - - -- -- — - O 1996 CRAIG R. SHORT_P.E. BENCHMARK SOIL TEST TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR I1'' -- - --- -- - - DATE OF SOIL TEST S �'3 y 4 ELEV. _ , , •4 I 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST DONE BY C 2.A1 G' k' S--TOR 7` P. E, tV!—cr � CLEAN SAND - _- r Vr1?NESSED H� fdWA►2� {3f}2i�y ' CONCRETE COVERS 4" SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE 1 ELEV.- 12 . 10 OBSERVATION HOLE 2 EtFv.= S� MIN. PITCH 1/8" PER FT. ra"& PERCOLATION RATE < Z MIN./INCH AT G o" INCHES PERCOLATION RATE MIN./INCH AT INCHES DRIVE. 2" LAYER OF 11 1/8" TO 1/2" ELEY, [DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER —_1 _ WASHED STONE I $A tir G y' — i_ ' VENT I N C `0 4" CAST IRON PIPE - . MA 4 -9 M - - --- NOT REQUIRED _C1L r12 �� _ c o� i+'t 8 _ —_- --- _. (OR EQUAL) MINIMUM ZF J70A/ pRiVA', i — .=� 5r 7,eYk _ PITCH 1/4" PER FT. i CU. FT OF Z7 I fl s AJLO f � - CONCRE rt_ _FLOW LINE a, ANCHOR _ ?•' � 10" ELEV. DR RJ MIN. 1-4 2,ON ELEV. e G 7 /6" SUMP LEVEL . a� ELEV. �*",�AID ELEV. _ .2.oa BAFFLE ELEY. S'f ELEV. rl2o DISTRIBUTION ELEV. _ LIQUID OUTLET BOX INFILTRATORS WITH STONE IN AN E (TO BE PLACED ON FIRM BASE) 1r 4FEE 14E INCHES TO BE WATER TESTED JOX 42 x l.7SS 2/" L 2 •I� /20 C � TRENCH FORMATION _- 5 FEET 19 INCHES cjQQ GALLON IF MORE THAN ONE OUTLET — -- - 6 FEET 24 INCHES 1� 4j WELL M I�,✓ 25 WATER ENCOUNTERED AT 1-2f ELEV. _ `�'�� WATER ENCOUNTERED AT ELEV. _ 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ZONE_.�r 8 FEET 34 INCHES SEPTIC TANK 3/4" TO 1 1/2"- SYSTEM (SAS) INDEX -- �-.S/14 WASHED STONE AD UST_! ___�___ LEGEND: DESIGN CALCULATIONS BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. _ 4 EXISTING SPOT ELEVATION OOxO NUMBER OF BEDROOMS No SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( S /23/94 ) ELEV. = _ EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NOT TO SCALE — FINAL SPOT ELEVATION rOO.01 TOTAL ESTIMATED FLOW FINAL CONTOUR---- ( //a GAL./BR./DAY X BR.) 4 4° GAL /DAY SOIL TEST LOCATION y REQUIRED SEPTIC TANK CAPACITY GAL. UTILITY POLE _c_ ACTUAL SIZE OF SEPTIC TANK :S'!')d GAL. TOWN WATER =W= e W_ SOIL CLASSIFICATION 7r' CATCH BASIN I®) DESIGN PERCOLATION RATE MIN./IN. GAS LINE ——-G " EFFLUENT LOADING RATE , GAL/DAY/S.F. LEACHING AREA -O'x 42 t /O�al I.7J* SO. FT. LEACHING CAPACITY (AREA X RATE) 44S GAL./DAY (c07 x . 7W RESERVE LEACHING CAPACITY -- �- GAL./DAY \1AfZjA"CE 12EOQI RED �'ROnt p� �Z.ivsT/� ti'��E NOTES: �C • - z „. _ 6 pA)z D Q f' H.F'A i- 7'pI 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF DAkA/STµALF- RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. ' �i) S E'r j A c x o 1Z om JAJ TO 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO ,Z^ JS• ' � P R G P 1L T L. 1 N E": ! EJ rG' Q lJl/ZED. WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF - -% - S.S' M I M, P/z o pc.$E' D CL 4, S VA R lRNC,E R EQD WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE O^/ ROW L rA✓F o. �.S " USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. @BS i 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPUANCE WITH •J L, I ', DEEDED OR ZONING REGULATIONS. OWNER / APPUCANT IS TO I vb,,AjN iu( i UE ItRMR4ATi01r AU Il'i0R,1(. J i 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG-SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS I I _ ___.�._. 1s-+---�+ I PRIOR TO COMMENCING WORK ON SITE. ""L.— 1 -----� e) 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. x S F L �'O RR W 8. PARCEL IS IN FLOOD ZONE E!O L I I a c�FArMA 1 Sa ,rcv 'A"► 'AJ I g.a _ , SPA C Iz � (,IFAGH 'r•R E!V c N (SA S� 9. LOT I5 SHOWN ON ASSESSORS MAP � 4 AS PARCEL O a �L �. C A®de toll) CALL QfL rs'OO 4A SEaT'C ' DIST pox, `� FLvoLO Zawe 1 F_LOOD ?`7NE qio`� 13E4. 0w EL I j.Aj .S� ALL 0vt-jn L c q ArzL=/) (SA S) ti APPROVED: BOARD OF HEALTH - ;, r ► DATE AGENT O rO BE. PuJAA pJF0 ( i;' N6 cOFsiAAY) ,. PROPOSED SEPTIC DESIGN FI L_L9FZ) IA/ W/7'H DIRT" FOR DR R J 3 F R T IVA R D ON F cc. o .3 r PROJECT LOCATION -Q\ -- v- r• J ! C)C_LffA r,i STREET 0 c��% Yv, H yx)n//v/ S p T MASS r _._ CRAIG R. SHORT i y PROFESSIONAL ENGINEER O��Q"')"C� 508- DENNI SOMAS81 J_ X� �2�i .7 C. /4c _t- 385-6530 02638 p e r P2arl 131< W!L A t t f SCALE 11 ° tE DATE-A T,ff .S I G .. n IV 7 CIAIG w ll* 774. A AJ 0 � SR L 7- M AR.5 1"t �, !� &HORT �CIVIL � �� ''�� REVISEv / 7 9i, �•f1 J 8 LT JOB NO. - 1 NO ��`�° LOCATION MAP REVISED J OF 01996 CRAIG R. SHORT, P.E. r BEN OP OCFiMARKON 20 FT. MINIMUM FROM CELLAR SOIL TEST 3.4 ! 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST ELEV. CLEAN SAND SOIL TEST DONE BY C 2A/ G- ,e S O/2 T F', E. IV—VD-= I CONCRETE WITNESSED Hy iffd WA 2D jjAg/2>`y COVERS LOAM AND SEED 4- SCHEDULE 40 PVC PIPE E, s�.oi•/E OBSERVATION HOLE 1 ELEV. 12 . 10 OBSERVATION HOLE 2 ELEV.= MIN. PITCH 1/8' PER FT. DR/vE. 2' LAYER OF PERCOLATION RATE � 2 MIN./INCH AT G o" INCHES PERCOLATION RATE MIN./INCH AT INCHES _ } 1/8' TO 1/2" ELEV, DAP TN HORIZ TEXTURE COLORT-MOTT. OTHER DEPTH HORIZ TEXTURE COLOR M07T. OTHER _. —. _ — - WASHED STONE • E ' 14.gN VENT dAua Y y„S'y 4' CAS? IRON PIPE - ` " _ /y n/c (OR EQUAL) MINIMUM I FT REQUIRED I 2 �.ai! and PITCH 1/4" PER FT. 1 Cu. FT OF S y CONCRt TE: FLOW LINE --_ a ANCHOR io _T MIN. '~CIA R.� , c � 2'0• . . 4/a ELEV. LEVEL . W. ELEV. m 2.00 J GASELEV _._ 5- P -ELEV. ELEV. BAFFLE ELEV. 20 DISTRIBUTION ELEV. a LIQUID OUTLET — BOX -//' Z f INFILTRATORS WITH STONE IN AN DEPTH TEE (TO BE PLACED ON FIRM BASE) 2 Z • 10 TO BE WATER TESTED 4 FEET 14 INCHES 120I 5 FEET 19 INCHES IF MORE THAN ONE OUTLET JO X q2 x 1.75(2 I TRENCH FORMATION - - --�-- - — 6 FEET 24 INCHES 1500 GALLON - 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION Ih WELLZONEM,�N2 WATER ENCOUNTERED AT �� ELEV. - 3./Ca WATER ENCOUNTERED AT ELEV. 8 FEET 34 INCHES SEPTIC TANK 3;4" To 1 1/2'� SYSTEM (SAS) NDEX3_Sft 4. r WASHED STONE \ ADJUST!�_/ LEGEND: DESIGN CALCULATIONS BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. 0 EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS DES/CN 4 SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( S /2,�/9, ) ELEV. •/_ EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT No NOT TO SCALE FINAL SPOT ELEVATION .QOj TOTAL ESTIMATED FLOW FINAL CONTOUR----{001 ( //OGAL/BR./DAY X -4 BR.) 4Q4 GAL/DAY SOIL TEST LOCATION y REQUIRED SEPTIC TANK CAPACITY O GAL UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK /,SRO GAL. TOWN WATER —W ( N W SOIL CLASSIFICATION x CATCH BASIN \mj DESIGN PERCOLATION RATE MIN./lN. GAS LINE - G ' — EFFLUENT LOADING RATE GAL./DAY/S.F. LEACHING AREA !O'x 92' t /01 A h--J-' ©2 SQ. FT. LEACHING CAPACITY (AREA X RATE) 4.45 GAL./DAY (.v2 h . 74 RESERVE LEACHING CAPACITY --fYL GAL./DAY J \/A I�iANCL� TZ E � V t R E D FItoM DAtz,ivST',q ��E' NOTES: C N A9 0A R D O F H-FA c. T H 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF QAILA•JS 7Ai 3 L F RULES AND --- REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO •2 R C2 E ft Ty L t h/ / Q' E Q c,J//ZED. WITHIN 6' OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF PRO POJ E D cL '*,d VAR 1 ANC E A E& WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 0.5P Ro+7oSED ON R 4W L NE 9.f " 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 6'5 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL Y -T BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH I DEEDED OR ZONING REGULATIONS. OWNER / APPUCANT IS TO 6 UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG-SAFE' AT 1-800-322-4844 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. +•'oP o ,E I 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS g'y S-rnN 0, r RA w L `h; SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. � ; t 'r- 8. PARCEL IS IN FLOOD ZONE g�� E L ►1 ��FNMA 1 fQ o o Spy C �, EACH 'TRENCH (SAS 9. LOT IS SHOWN ON ASSESSORS MAPG � _ AS PARCEL CA Pt t+D I i Ciai. Afi SFP fir- r D/S7- E o.w, \ Ft v O D Y caw& Q y' �) FL*QJD q�� DELaw' EL 11.4, f' ' A LL �koVI-1.1) 4F-,qCH ARJ5s) (.sgS) APPROVED: BOARD OF HEALTH f- RR-At ACE w1rrl C4romN O \ Ir!! Q DATE AGENT ra B1=. pVmPEO ( ,r~NEcl_wssAAY) PROPOSED SEPTIC DESIGN 1r F► L_L. E D J Aj W i rH D J R 7- FOR DR ROBERT IVARDONE 0 1 f I JT'� PROJECT LOCATION ra t, I1 OCEAN STREE- T W. H /x)"Nl S PO T MA 5S 4- cAA1 t y, q CRAIG R SHORT _. -� \ �J PROFESSIONAL ENGINEER 508- P. 0. BOX 781 - Al /ZeA : .7 L /4c T �T' I i �T 385-6530 DENNIS, MASS. 02638 i Ro IN' Fee P7C►✓t 13/C ?Cr ar�li'�"' � 0 Wl ' E VS — ,a Ole Q //� ��' ,�Tia T"�!''D P9 "�'~ C' 1Gu \ W,R '� y \11J. ''� �' t ATE j/9G� scALE 1,. _ 20 , f 1 w T" A- A AJ 0 f SA i T MRRS I¢ � � SHl7�T r 1�--� s REHSEn JOB No. - ��' CIVIL too . sA LOCATION MAP ^ � REVISED --- --- � SHEET OF v ----- --. - - - - 01996 CRAIG R. SHORT, P.E.