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HomeMy WebLinkAbout0160 CARRIAGE ROAD - Health 160 CARRIAGE ROAD 071 - 015001 Osterville , ° -,eAsl a n a. No. O�0�{ 7 l0 e3— Fee ��Q THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes y PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ` j�p licaation f r M" N.9w *pate Cor�gYr c 4Sys Permit plication fo Permit to ConstNict( Repair( )Upgrade(( )Abandon(( ) Completm ❑Individual Components s/ E Location Address or Lot No. Z C�ele M 9 Owner's Name,Address and Tel.No. .� 0STEf-VII-4r- /Ov ( Aksp— - Assessor's Map/Parcel ,7 f IS-, I -7 d 6F_,.COxj s-r, q3,05-TM11n 4 62_t 0Y Installer's Name,Address,and Tel.NO. -� V ys� Designer's Name,Address d Tel.No. V�r- �f .Po ems'i wl. ,vwlt Type of Building: �7 Dwelling No.of Bedrooms / Lot Size 3&30 4",,—�rsq.ft. Garbage Grinder(Ao Other Type of Buildin OdP MI&E- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow A -7 r/o 1 d® tiL gallons per day. Calculated daily flow Y'RQ gallons. Plan Date la D Gf Number of sheets 3 Revision Date Title 5 tTZ- 10414 ' 1€0 C�°R 14C P D Y57-6e_ ffAleW 5 6'—spseuIC-C—� Size of Septic Tank 3> 0 410 Lid N Type of S.A.S. ld COV-16C:s ZIF0 LEACW Cr!FAAMICS Description of Soil a5 109w— Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: Agreement: The undersigned agrees to ensure the cons c ' nd mainte a e of the afore described on-site sewage disposal system in accordance with the provis' of Title 5 of n ' o and no ace the system in operation until Certifi- cate of Compliance has en ' ed b �� Si ICU, Date Application Approved b Date j I Application Disapproved for the following reasons Permit No. P43PO14 Date Issued O � No. � UY �, o�— Fee C� �:THE COMMON' 6LTH OF MASSACHUSETTS I Entered in computer: / f / Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS °- '� 2pplication for Migo;ol &pgtem Construction Permit {A/ 4,•f� *; Application for Pen-nit to Construct( )Repair'(-,.,)Upgrade(' )Abandon( ) KComplete System ❑Individual Components f Location Address or Lot No. ./ C/j��/� Owner's Name,Address and Tel.No. �OSrEzv��c.�, J�iv /3�4K�� �o�-�/—taYu t• ' Assessor's Map/Parcel 7, / /S, , -7 U 6E4 C p� Installer's Name,Address,and Tel.N_o_. ?'y /&+�j(�— k Designer's Name,Address and Tel.No. 5 U ✓V 1�'���4 X f P. A/ C � tf GGJu�O/��A./ Type of Building: Dwelling No.of Bedrooms ! Lot Size 3 30 u'£rsq.ft. Garbage Grinder(4) Other Type of Building DOO rR A✓*F_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures s Design Flow -7&4 f e0 aL gallons per day. Calculated daily flow ksro gallons. a Plan Date,. 6 1 F/D'Cl Number of sheets 3 Revision Date Title'5 179L el-Al-I /f O CA911164E- k'P, D VS79R 1Y&e0,Qe5, 657F-e-VlCC.� ' Size of Septic Tank 3 0#0 �;R LL D A/ Type of S.A.S. /D C"ULTg"r_s 2:�U I.mil/ C/440 � Description of Soil3 t l 'Nature of Repairs or Alterations(Answer when applicable) � r Date last inspected: Agreement: ` The undersigned agrees to ensure the constrac onInd mainte ance of the afore described on-site sewage disposal system in accordance with the provisio s of Title 5 of a ode and not to-place the system in'operation until 'Certifi- t cate of Compliance has issued by this B ar�o �a.th '—- -� ; Si ned Date Application Approved b Date I LF 4 Application Disapproved for the following-reasons Permit No. c1G G Date Issued 1 ( `� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS �ertific�a e o �`�oitt Ylance THIS IS TO CERTIFY,that the On-site Sew ge Disposal System Constructed( {/S Repaired ( )Upgraded( ) Abandoned( )by 7 d m it t &4 at /u C A e e/v4(o i s D. /7 5,(15'e—V/(-LjF has been constructed i accordance with the provisions®o`lamf itle 5 and the for Disposal System Construction Permit No. � LK Pldated 1 2) Installer 1k,W Designer c� The issuance of this1permit�jhralll not be construed as a guarantee that the system 11`f n tion a designed. Date /1� I J Inspector No. O y -- 7 l� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Wi pozar *pgtem Construction Permit Permission is hereby granted to Construct( V)Repair( )Upgrade( )Abandon( ) System located at /) U Cilf e l,466_' Rb. OST lz V PLC and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction ust be completed within three years of the date this pe Date:_ ' Approved by -_�9 Alf, 6 O/5-66/ -ZIo`A;N a - ARNSTABLE �/ 1,X-ATION V SEWAGE # 4 ) "�E, LAGS __ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. -04 SEPTIC TANK.CAPACITY LEACHING FACILITY: (ty (size) NO.OF BEDROOMS BUMDER OR OWNER PERMITDATE: el 111#q CODIPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility):, Feet Edge of Wetland and Leaching Facility(If any w�;tlands exist within 300 feet of leaching facility) Feet Furnished by �� 4 Z 3s I - 3 B-y -�31 q3 8-s-i6q, F " Town of Barnstable 9 x6gq. Board of Health ,0� Aj+�tf MA•�A P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. July 16, 2004 Mr. Matthew Eddy, P.E. Baxter, Nye, and Holmgren 812 Main Street Osterville, MA RE-.. 1, arriage Road, Osterville, A= 071-15-001 Dear Mr. Eddy, You are granted a variance on behalf of your clients, Mr. and Mrs. Jon Baker, to construct an onsite sewage disposal system at 180 Carriage Road, Osterville. The variance granted is as follows: 310 CMR 15.2211 (7): The soil absorption system will be located greater than three feet below finished grade. You are also granted permission to construct a soil absorption system designed to be connected to a seven bedroom home proposed to be constructed at 180 Carriage Road, Osterville. The septic system shall be constructed in accordance with the submitted plans dated June 28, 2004. Sin rely your ayn Miller, M.D. Q:HEALTI/WP/Eddy DATE: _1 FEE: • BARNBrAMr, • U rasa. 3 REC. BY ,FD Town of Barnstablel.D. DATE: §V-A Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. _VARIANCE REQUEST FORM LOCATION i4C7(1'4 (--'0- Property Address: Carriage Rd. (Lot 5),Osterville, MA 02655 Assessor's Map and Parcel Number: _71 /15 1 Size of Lot: 2.30 acres(100,300 sfl Wetlands Within 300 Ft. Yes XX Business Name: No Subdivision Name: APPLICANT'S NAME:_Mr.Jon Baker_ Phone _781-237-3331 , Did the owner of the property authorize you to represent him or her? Yes XX No PROPERTY OWNER'S NAME CONTACT PERSON Name:_Mr. & Mrs. Jon Baker Name:_Matthew Eddy, P.E. Address:_70 Beacon St., Boston,MA 02108 Address:_812"Main St.,Osterville, MA 02655 Phone: _781-237-3331 Phone:_508-428-9131 VARIANCE FROM REGULATION(List Rcg.) REASON FOR VARIANCE(May attach if more space needed) _15.221.(7)_36" max cover _Lot elevation and_distance_from_house_(maximize_separation_ _from_coastal_bank) ADDITIONAL REQUEST FOR APPROVAL OF SEPTIC SYSTEM IN EXCESS OF 5 BEDROOMS NATURE OF WORK: New Construction House Renovation ❑ Repair of Failed Septic System ❑ Checked(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ 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 Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLKFB\VARIREQ.DOC Jun 28 04 11 : 15a Gina Baker 781 -237-0214 p. 1 t . 0 1 F J The Baker Companies S O L U T I O N S F O R T H E F U T U R E June 28,2004 Town of Barnstable 0 Board of Health 200 Main St. Hyannis,MA 02601 RE: Board of Health Hearing Carriage Road, Osterville,MA 02655 n G Lot 5 on Land Court Plan 15354-38 Map 71 Parcel 15-1 Dear Members of the Board: Please accept this letter as authorization for J.K.Holmgren Engineering IncJ Baxter, Nye, &Holmgren, to represent me,Jon Baker,owner of the above noted property, regarding all Board of Health issues for said property. Y Baker on St. Boston,MA 02108 Registered Representative Signalor Imesans.Mr..Mentl5er NA,Sn. TIAC, 140 Gould Street 0118,Needham,XIA 02494 781-449-0000. Ra-r.781-449-1229 The Baker C ampanirs Insurance r1gmy,Inc. 62 WALNUT STREET WELLESLEY,,MA 02481 • TEL:(781)237 3331 FAX:(7811 235 8894 WWW.8AKERCOMPANIES.COM ABUTTER NOTIFICATION LETTER Variance Request —Board of Health Town of Barnstable Date: June 28, 2004 Re: Board of Health Variance Request As an abutter to the proposed activity, please be advised that a Variance Request has been filed with the Barnstable Board of Health. Additional details are below: Applicant: Jon M. &Patricia C. Baker Address: 70 Beacon Street, Boston, MA 02108 Project Location: 180 Carriage Road, Lot 5, Osterville,MA Assessor Map & Parcel: Map 71 Parcel 015-001 Project Description: Proposed Sewage Disposal System for New Single Family Residence Applicant's Agent: Matthew W. Eddy, P.E. J.K. Holmgren Engineering, Inc. Baxter,Nye &Holmgren 812 Main Street Osterville, MA 02655 (508) 428-9131 Public Hearing: Town Hall Selectmen's Conference Room 367 Main Street— Second Floor Hyannis, MA 02601 July 13, 2004 Time: 7:00 p.m. Note: The plans and application describing the proposed variances are on file with the Board of Health, 200 Main Street,Hyannis, Mass. 0:\2003\2003-110Wdmin\L.etters\2003-110 L2 BOH Var Abutter Notification Ltr 28 Jun 04.doc j Abutter List Location: Map 71 Parcel 15-001:Lot 5 Owner:Baker 180 Carriage Road (Immediate Abutters) Osterville,MA Map 71 Parcel 15-001:Lot 6 James H.&Phyllis Harrington 4 Rutland Circle Worcester,MA 01609 Map 71 Parcel 15-002,15-003 Sumner B.Tilton,Jr.Tr. F.A.Harrington Family 370 Main Street 12t'Floor Worcester,MA 01608 Map 71 ParceI11-007 Jean M.McLellan One Devonshire PI# 1810 Boston,MA 02109 Map 71 Parcel 11-008 James F.&Deirdre A.Langway 37 Keyes House Road Shrewsbury,MA 01545 May 71 Parcel 016 Marshall M.Green Tr. 210 Carriage Road Nom Trust 115 East 69`h St. New York,NY 10021 2003-110:Baker 2 r -.n _n .. . a:, .. ...or. n 17 ,. �. go ©® r g.t a+,x..,+ s,ax. te} i:. i'? sa, e+*a.a &�sx ? a rj < r. ;�s •a ;^ 3,1::, t q5 :,. ''a F "L'n d Y .::Y ¢ 3 .. 6En«S F nd ` ..n rm,;k ar- tad ,+.x.. u'1 ul �nV �� �,. a�� �l �l Postage $ "3� Postage $ .37 Ln Ln Lr) LrI O. O Certified Fee 2.30 O O Certified Fee O O - Postmark O O 2'30 Postmark O O Return Reciept Fee Here ��„ O O Return Reciept Fee Here (Endorsement Required) [;7_14742 7� O O (Endorsement Required) 1.75 Restricted DeliveryFee O O _ Restricted Delivery Fee (Endorsement Requued) Ln (Endorsement Required) 4.42 �.� Ln in O O O O Total Postage —_ Total Post- - ` m m 2003-110: Baker: BOHV:MWE m m 2003-110: Baker: BOHV:MWE ��� O O In' ' O O enr ro — O O Map 71 Parcel 15-002, 15-003 O O Map 71 Parcel 15-001: Lot 6 s t~ r r` r` �;F,:,.Api Sumner B. Tilton, Jr. Tr. 3`rreer,Apt.No James H. &Phyllis Harrington or PO Box or PO Box No. F.A.Harrington Family Rutland city,siaia; city,§ate,-zit 4 Rtld Circle 370 Main Street 12 Floor Worcester,MA 01609 Worcester, MA 01608 • T. N s yam', 3 s 3 Q. dd r- r`- Ln rU rl l Postage $ .37 _ x ul _ r0 e0 ¢ e f; raz O O Certified Fee 2.30 - _ - .® iv �: t ':��. a•s.,+ O O — Postmark Postage $ :37 O O Return Reciept Fee(Endorsement Required) Here Lr) Ln O O 1.75 _ O O Certified Fee Restricted Delivery Fee a O ..2. 30 —� (Endorsement Required) 4.42 �.-�.. O O Return Reciept Fee Postmark Ln u) (Endorsement Required) Her1• 75 O O _ O C7 Total Poste �' Restricted Delivery Fee m m 2003-110: Baker: I30HV:MWE Ln � (Endorsement Required) 4. 42 . O O enr To Map 71 Parcel 1-007 4 — o O «° r- r7. Jean M. McLellan Total Postr 2003-110:Baker: BOHV:MWE 5'rreef,Api �� m a or Po Box n One Devonshire PI# 1810 O sent To Map 71 Parcel 016•: O O Clry;Siaie, Boston MA 02109 Marshall M. Green Tr. ------ F6761 Apt.I or Poaoxn 210 Carriage Road Nom Trust ciFy,'siaie,l 115 East 691h St. New York NY 10021 ro cc ; ^ Ln Ln �3al.<f� e�,vSs fE� � 13tro ru nj Postage $ .37 U-1 Ln _ " O . O Certified Fee �' ---- O O 2.30 _ C] O Return Reciept Fee Postmark (Endorsement Required) Here --- ED : O 1.75 — O . O Restricted Delivery Fee (Endorsement Required) 4.42 Lr) Ln OIO Total Poste m m 2003-110: Baker: BOH!V:MWE O , COFentToO OMap 71 Parcel 11-008 James F. &Deirdre A. Langway 27 Tto..e� ..a AASSACHUSETTS c f• i - - --- -------1 ----� - 1.00 AG ® 1 1.13AC 14Wcr \ I ,bOACT �? t .C1 �423 - AS 4Q 1 11-z I.00AC- 1 1.78AC- 15 g I.00AC- '� , t JA 4-p ,, s ® ego, r--- $ - N .F � 9 so zto 1.24AC. 4 r i g I.00AG . f 2.54AC-5 4-4 n ro a 1.02AC- ..c.1535♦-1sF 1� II-8 s'� rs3 v �','�..: _ I 4 -1 ®( P 5-.1 -5 , LoCU5. _ - I.0ZAL IN '� 4 I Y G .Ci1 2D33 S} A .1 11-4 ^, OC A sus 1.0 CL wEtr #ar - I.O O AC. ] o N \ ® �� I 00 P ioa �5v �t 160 1 Ap r o `I PG. • e N, 22 ® 1to e cam I o _ O `• a l`,a` e 0 104Ar_ M1 '� O J I •.C.133s4,30 M Y" 53 24 I I.00AC all werO '� Town of Blarnstable P 11 to62 o Qq Department of Health,Safety,and Environmental Services oft► Public Health Division Date 367 Main Street,Ilyannis MA 02601 eArtxeteeLE, nuns. �prfAN►K�AN Date Scheduled /0/7 O_2� "Time 10-00 Fee I'd. ` 100— ' Soil Suitability Assessment for Sewage Disposal pn.;ppo � Performed I3y:- S�II wa r� Enr,nf�r�n- Witnessed B: ':LI�CA t SON & ENIrI2AL tcvrOR1VIATIONLocation Address Cnrr Owner's Name Some, N1c a L_or S) Dslewill� Address N Rlt ll,-A C�n,1e ,r-1o1' woric�Ee� riF�. ot�oy _ Assessor's Map/Parcel: 71—I S- I Engineer's Name Svll'w�r End jnFf(,ir`� I� Cam NEW CONSTRUCTION ✓ f REPAIR Telc hone# \\ P Sod-YZS-3 < Land Use IZes�c}frlt� Slopes % ° I ( ) �-Ca(�/y Surface Stones Nd r,(:- Distances from: Open Water Body y-]S � 11 Possible Wet AreaA2S } R Drinking Wafer Well S00 � If Drainage Way_�00+ n ,Property Line ZS + n Other It SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere(ests,locale wetlands in proximity to Iwlcs) 20,9 I 1 { Ji rl 30, 19 ? MAP Jj 27 1'xrenl i leiial(gcoleglc) �lJ} Depth to Bedrock t, �. �-:•r------ .—'�— w. of F»^; ..,fir ...+vlr•^•. - .. put to;-round water: Standing Water in Ilole: Np�� Wccptng Iron I'it 1'acc NA Estimated Seasonal Iligh Groundwater C-L.Z,� (FPer1 ?0 I, (-,ro,)od A«fYl,pS� D TCYt1VIINATIl�1�i X�UIt SIJf1 SON- L- Ji H'WATT+x� Method Used. None Sr-.e A�ove� Depth Observed standing in obs.hole: in. Depth to soil mottles: i{{ Depth to weeping from side of obs.hole; in. Groundwater AdjustnlentR. Index Well N__ Rending Date:.—..--- Index Well—level _ Arlj,factor Adj.Groundwater Level zyicnCoAToN d}►,►tte 10 �Q Observation tole# Z Time at 9" Depth of Pere Timc at 6" Start Pre-soak Timc© f ZS GA uoN Time(9"-6') End Prc-soak ((,. 5 Mirl. Rate Min./Inch Site Suitability Assessment: Site Passe) ✓ Site Failed: Additional'fcsting Needed(Y/N) Original: Public Ilealth Division Observation 11ole Data To Be Completed on Back Copy: Applicant j, 1)LL,t';()1tS1t��A i`10N MU1,LLQG - Depth from Soil Ifonzon Soil'Iexture Sod Color Soil USDA Olhcr Surface(in.) (USDA) (Munscll) Motlling (Siructurc,Stones,Ilouldcrcs. 1% oPynr\iCs -/ Sv�l�i�ci>�,L(lavcl WlRe sr(he.w/ -II .Some F��c;_ l0YK `I Z 0 '. llLEI' Ol3SLtVA`t`ION.[-IDLE LOG ttolc�� Z. Depth from Soil Ilorizon Soil"1'cxlurc Soil Color Soil Surface(ill.) (USDA)(USDA) (Munscll) Mottling (Siructurc,Slvucs,nouldcres. „ organics W/ ' nsis�licy."/oGt_a�cl) I0\ z/C >;r cS rrA� +trr tor� � tt,�� Depth from Soli Ilorizon Soll'1'cxturc Soil Color Soil Surface(tn.) USDA Other (USDA) (Munscll) Mottling (Slnlcturc,Stones,tlouldcres. s1StG11�Y.Lo'ravclj�,�_ ll EP OBS RVA1 SON ROLL LC�G IIuXc#; Depth from Soil Ilorizon Soil'1'cxlurc Soil Color Surface(in.) Soil Other (USDA) (Munscll) Mottling (Structure,Slvncs,1louldelcs. 4Q—1 1,3i talcy.�Gravcl-l_ 'IQQd I ils u r.nee Rate Nla1 ✓� Above 500 year Ooud t),ouudarY No— Ycs_� �. .,r f or-�-,o^ Within 500 year boundary No Ycs ✓ IUO year- ctood -ko,)nckgr7.The ce main%ter o� the lob �S �toci�e 41�e Within 100 year yoti� t (loot boundary No Soo _ Ycs ✓ (fee f -e�h of Naltn•ally ccur•ing Pervi u 9l feria Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? jes If not,what is the depth of naturally occurring pervious nlateri,17 Certification I certify that oft , 1995 (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent witil the required training,expertise and experience described in 310 CM It 15.017. Signature ? OCT 2 AC-�Town of Barnstable Regulatory Services Thomas F.Geiler,Director g Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: b 6 05 Sewage Permit# O��d'i `�� Assessor's Map\Parcel �r' S Designer: Installer: 6-nsnc�� — Address: 81 Z- M uv.r. S+ Address: 90 (-,6" on was issued a permit to install a (date) installer septic sys at a ased o sign drawn by r rL, dated ZS 0 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the 7 distribution box and/or septic tank. . I certifyth t th s tic system referenced above was installed with major changes (i.e. _ eP eater th 10' lateral relocation of the SAS or any vertical relocation of any component o se p is sy tem)but in accordance with State&Local Regulations. Plan revision or certif -bui by designer to follow. nA4A GF f`�sm � �� IdATT11EW 9C,y `1 W. m O y r S ign v CNL 643103 ASS/ONAL LNG (D igner' ignature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc . (p TOWN OF BARNSTABLE SEWAGE # / -5-73 VILLAGE C -s/e��Ile ASSESSOR'S MAP & LO INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /540 Gig - LEACHING FACILITY: (type)Cc/ '30 CHA072cl-f (size) /V xo - NO. OF BEDROOMS I O+-P7/Lt, t�'J�c�1 BUILDER OR OWNER- AMes 9 PERMITDATE COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by P 31 I i I {, I - - - -I- - - - - -�- - - --I ® �, r - -- ---- -- l t 1 P I 23 Septertto 2004 Fo dww Pxtage zo T - I Grill 01 Danner 20D4:Fm niV Parkn0 s I 11 1 �L6we[Nww.wbfi.,f6'(2950,T_W l L—J I 1 1'Cmc 91.6 on Gad.M/ i LnLY�Tht•UL¢ —y . 1. ' I � I I ea6 WIA•WIA NLW.i I I �. —� 6 m i D.e 6 WL V.,w - ;(::' I C 0—6' om"a final n.aa ea.. Rspe el�ooc l - '----- - I I L22 ! L - - I — — - - —I- - -J I " I Guest House Foundation Plan �� �'�`� Guest House First Floor Plan - co � 1 SCALE 1/4.. �rru,,e".�,`e�,ns.v+misnrnen+r.m. .r ay�.�.....awr..•:weA..a e. ----`---------- .�...,..,a..,.. I:I I;IIII li. I I .I IIII. 3 ----- ...... ------------------- llpi ::.. lilillil m.Mb y zu !!!'I_ GARAGE/GUEST HOUSE i PERMIT SET . Goct — Bci,1rxm No 2 — _ — Baker Residence &odaoom No.l* Gum BitL - 224 zZ.l I ; .I 180 Clirr Bawd 22d - I I I' I! 0,;Wmlle.MA 02655 - ' s: I: _--.-..--.--.-.-.-.--.-.-.-'---..........-.. ---- ---------- SCALE-.-............,............ ......,...........,...,,....,.....,..... -----'......__-..-.-'---. !I i iItIll I Guest House Pans I 1/4'.1'ff I, DATE:Ibertlbri 6.2004Joe I 'I LeBrasseur Engineeri ng i 233 VI—M Street iVeWmn C.mr,Ma»dnse0s 02469 ° '� t _ � A Teleplwn 617-96`r66$ dl Faaimile 617-9655962 I ' Guest House Second Floor Plan / 'n y� 3 ! 4 Guest House Roof Plan SCALE U4 - 1'-0 Catalan0'Architects Inc. l jo LL// I� 1I6&oad Sneer Boat..M..d.=@110 . .. C Tile —817338-7447 F-iihile617-3386639 I.-Cali �s I ,. / � , I ���,. yL:ga-.1�„` „s-'>fi ter':;`i•'��� Al .•A�� `i� 00 ✓�� //� / 1 Ir.T}:.:^r.,'':tt,?y{S 1fT. mow• Np I I I I I I I I 1 I I i I I I i I i I � � I I � e / / 3 188 f-] pJ, 2fl-II R-2 ar r _I., - — — _ — •- -nw a /'` �, IB 6O - m +m m w a r< Dining Hall I I $ I I Fr�nt O w • I I I , Stair_Hall w . li ar sc y_w sa. w J / / ——— —Ft :- FU Fa IN I /__—_ —___— ----- ---------- ———I Rear I I i Vean'bule s I En I Hall aB ' - rqrCS H Q 1 I 11 5 I (bsa[ Vear \ Mod Aoom t i w s 111 " 1 -----------1 - - �• eI�' b 1�\ a PERMIT SET .3' I ' ®CatalenoArthfega be \� • I I I 1 xTi E� T I ` Baker Residence 1 1 i L \\� i li li i I " F I 180 CaniaOe Woad '� ' ' I .I I • DstwIle.MA 02655 �� QI 1 First Floor Plan First Floor wan \ 1 1 -SCALE Il4..p 1._D.. 1 1 i 1 k \ 1 \ 1 1 1 1 1 t DALE AUGUST 31,2004 9 Catalano Architects Inc. 115 Broad Street Bosmn.Massar mm O2110 \ 1 - Telephone 617336-7447 \ 1 1 1 1 I Fa..imb617-3313-" ` - A - I I I I • I i I I I I I I I a I I i 00 ❑ "I, ° ' I � Bedr�Osn4 M I ❑ I Clmeee 2 q o - � - . 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I Baker Residence Osterville, NSA 14 First Floor Plan First Floor Plan Scale: 1/4"=1'-0" \ \ Scale 1/4"= 1'-0" DATE: June 25,2004 a Catalano Architects Inc. 115 Broad Street Boston, Massachusetts 02110 Telephone 617-338-7447 Facsimile 617-338-6639 JUN 2 5 2004 By ■ .ril..;". .cJ -c}. r, ;..1x-C#>', ., •i! ,z �'�•f � !: � „;eta. r�;jy?.. �" h: .,, s ,r `•s:r.: !Yc :(4, , x.. e r ,u n•,.a.. xx<rc.� '-r` ,. C,n Q S. , 'F .as _w. •s :. ..,.., ,.. ....i fir _:.fi.a . . ... r2..D...d q,r ,.Y.�<8 ... �. ,. F. 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I I I I _ I i • I I ' I I r ) i I ti I . 81-1011 'y Air 40 ' = • i 1/2" I „ edr om 4 I 1/2 I Bedroom 3 Maser o- t _I o s, Bedr om Bedroom e4 0 � t' I let N 0 1/2" i/2" _ 8' 1/2 1/2' _ U2 U2 = 18'-6 18' 6 3 3, 4 I 3' rr 14�- N cm ale ..� •- t 3 o ti - 39 8 y ,. --I- O I i N re ss in-- , R®om r - I i Jgn's losw- Pull down 9 I ❑ ❑ I i I I stair to I I i I Attic v2°I 5/8° 3�_ /8' 1/2 I I I I I L - — — — — — I I • i� I - - - I - - - -� Closet 4 c4 I 3 1/�' 11'-g 3 v2u 25 v8' cj 1/'L Mper - - - - --� U er I I Lau dry Front Stair I p I I Rear Stair Hail - - - - - - - - - - - - - � - - - - - - W p I N V Y�) • I I I I UZI I I ©Catalano Architects Inc. I I � III Baker Residence 841-011 �IOsterville, MA Second Floor Plan Scale: 1/4 =1 -0 DATE: June 25, 2004 Second floor Plan Catalano Architects Inc. Scale 1/4"= V-0" 115 Broad Street Boston, Massachusetts 02110 Telephone 617-338-7447 Facsimile 617-338-6639 JUN 2 5 2004 By 1m2 I t z4 y �t.:`54'u tL 4-s•e rV,�vw sty - a � na s� 'k { `'t -: Y�s� � �y t?L'43L�;} n>ar`✓i>$ > ,, > ? six"f x,:,. ' 1rrr h y ; :s t � Y • �,_ tti� r r r �, I • � t \ v 5llz°0 J# 51/2^ 5 vz"e,,op 8'-4 vz" 5 vz" 221- " 5 vz' 8'-41/z" 51/z' 5 vz"91 0 39'-8" 51/270 I I I — — — — — — — — — — — — — — — — — — — — — t I I I o to 0 1/2." 5 8 2 3 o N Linen IL v0 u a �L - - - - - - - - - — - — L — - - I - - I II /z" Upper peC 8-41/2" Guest all Stair I � --- --F-� - Hall 2'-011 tz" j 16, 1 FJ 11'-11 f r I 51/z b j Vz - 11'-11 V4" UZ„Closet 1 — — — — r Livin ining -- Closet 2 a 8 7 N Guest Bedroom 2 12x17 0 _ 1/2' 14'-10 Vz° 2" 9' 1�"I 2'-10" o I Guest ; ® 1 1 x1 3 5LS I , "Ilo"00-ol I LO L I � � o N 51/z' 1'-5 Vf 5'-0" 21-0" 5'-0" 11-51/4" 1/2" I L — — — — — — — — — — — — —� — — — — — — — — — — — — —� ILO II I i I First FloorPlan � Second Floor Plan H'I Scale ur= v-0 OH1,1 Scale 1/4"= V-0" IL I, I I I I,I ©Catalano Architects Inca ICI Baker Residence Osterville MA Guest House I - Scale: 1/4a=1r-0u I DATE: June 25, 2004 I I Catalano Architects Inc. 115 Broad Street Boston, Massachusetts 02110 , Telephone 17- -7 p ne 6 338 447 Facsimile 617 338 6639 ' JUN 2 5 2004 e y i GENERAL NOTES ,• '"" '; Directions to 180 Carriage Road, Oyster Harbors, Massachusetts INDEX .a z r'• _ o• • l 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS ' '" o , •.�.: j From Town Offices on Main Street, Hyannis, follow Main Street heading west, C4 EXISTING CONDITIONS PLAN Pt half way around the Hyannis rotary onto West Main Street. At the intersection R ° Na ; r, -�K �"" with Route 28, take a � onto Route 28 North and follow for approximately 2.) LOCUS AREA IS COMPRISED OF •� ;,. 3 miles to the intersection with Osterville-West Barnstable Road. Take a t2ftC■2 CONSERVATION COMMISSION FILING PLAN ASSESSOR'S MAP 71 PARCEL 15-1 N LOT 5 0 LAND COURT PLAN 15354-38 onto Osterville-West Barnstable Road and follow to the junction with Main CERTIFlCATE OF TITLE: 125,545 Street in Osterville. Take a LC'onto Main Street and follow through to Osterville center, bearing right onto Parker Road. At the 4-way intersection �! p• = '� take a agM onto West Bay Road. Bear Left onto Bridge Street and follow C■3 PLANTING PLAN (by Horsley Witten Group OWNER: JOHN M. BAKER AND PATRICIA C. BAKER over the drawbridge between North and West Bays and proceed along Bridge 70 BEACON STREET Proceed post the guard station along BOSTON, MA. 02108 Street until reaching the guard station. p g g ° Oyster Way, and bear slightly left onto Oyster Way East. Take the next left onto Pheasant Path. Bear left at the triangle onto Carriage Road. The site C-4 ON-SITE SANITARY SEWER DISPOSAL & UTILITY PLAN y' M1 3.) PRIMARY BENCHMARK : RM 36 N FEMA MAP 250001 0018 D a is on the right, directly north of the existing residence at 180 Carriage Road Z CHISELED SQUARE ON BASE OF TRAFFIC LIGHT a` ► ^• and across the road from 155 Carnage Road. 0 THE NORTHEAST CORNER OF BRIDGE STREET ELEVATION = 19.33 (DATUM. NGVD 1929) PROJECT BENCHMARK : LAND COURT BOUND AT NORTH WEST CORNER OF LOCUS � 19 _• r ELEVATION 25.24' 4.) ZONING INFORMATION LOCUS MAP Scale: 1 n = 2000' ZONING DISTRICT : RF-1 AP Aquifer Protection Overlay District RPOD Resource Protection Overlay District \\' MINIMUM ZONING REQUIREMENTS N/F , �` MIN. LOT AREA = 2 ACRES (RPOD) Sumner B. Tilton � MIN. LOT FRONTAGE = 20' 150 Carriage Rood Lot 31 / I; \� MIN. WIDTH = 125' / FRONT SETBACK = 30' SIDE 8: REAR SETBACK = 15' I ' - 5.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED ' - TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. LAND`COURT BOUND \ \ � EL. _\25.24' THE PROPERLY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD ` \ \ 1S finer INFORMATION CONSISTING OF PLANS AND DEEDS. l \\ \\ \ S 89.44'48" E C CO�'og �ta►i THE EXISTING TOPOGRAPHY, BUILDING STRUCTURES AND FENCE SHOWN HEREON WERE \ Rood OBTAINED FROM PLAN ENIITID IMFIX CONDITIONS PLAN OF LAND ON 1IMT BAY I \ ` ROAD IN.BARNSTABLB (OMIR BARB�ORS) MASS." PREPARE" BY CAPEM, 7 PARKER \ \ \ 240.4T \ \ \ \ 14»0 PINE ROAD OSTERVILLE, MA 02655 & SULIMAN ENGINEERING INC.,-P.O. BOX 659 OSTERVILLE MA 12"0 PINE 0205, DATED JUNE 23, 2003. AN ON THE GROUND Am SURVEY WAS PERFORMED BY 12"0 CEDAR Q BOXIER, NYE & HOLMGREN, INC. TO.- 7 � \, / 0 •VERIFY PROPERTY ONES AND COLLECT ELEVATIONS ALONG TItANSECT LINES i AS SHOWN AND NOTED HEREON ON IANLIARY 26, 2004. \ e 1800 OAK •LOCATE EXISTING VEGETATION AND LANDSCAPING APPROXIMATELY WITHIN THE - 12 �C _• " INE LA e G O 1 TOP OF COASTAL BANK 100 BUFFER. 1 3 PERC TEST #2 25 \\ \ \\ \��`-�_,, 7.) LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST \ \ \ \ \ \ \ \ �'Oct BE VERIFlED IN FlELD BY THE CONTRACTOR AND APPROPRIATE UTILITY COMPANIES 8'0-sEDse__ f PRIOR TO ANY CONSTRUCTION. a `\\ \\ \\ \\ \\ \ \ \ \ \\ \ �; ,s CEDAR ,�, . APPROXIMATE TEST PIT LOCATIONS FROM THE TOWN OF BARNSTABLE, PUBLIC HEALTH r \ \ \ \ \ \ \ \ \ 6"0 SPRU L.G DIVISION, ON A FORM TIRED 'SOIL SUITABILITY ASSESSMENT FOR SEWAGE DISPOSAL' KE N f PERFORMED ON 10/23/03 BY SULLIVAN ENGINEERING. T CB DH FND WITNESSED BY SAM WHITE OF THE TOWN OF BARNSTABLE. PERC TEST #1 AN � I \ \ \ \ \ \ f -- •` 18"0 OAK !� 8•) COMMUNITY PANEL NUMBER. 250001 0018 D (JULY Z 1992) THE FLOOD -tNSUR,AN^F �4TF'-.MAP DEFINES THIS AREA AS ZONES, I I I \ \♦ \\ \ \ \\ \ � .• •\• i _ __ Z� _ ,�//I /// // / A 14 (EL= 12.0') & C. BASE FLOOD EL_°1/ATION = 12.0' 1 , • r l \ \ \ , \ \ it ���\•,• r ' r_ VN f�. / / //l d 9.) ENVIRONMENTAL INFORMAT10N 1 (!3 0 .. { \ \ \ \\ \ ••'� � //1///// SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). / 1/ • SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER ' / \ \ \ •� �, ' - - - - - -- -- �// /�// / NHESP MAP JUNE 2003 "ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10)." W i / PARTIAL EXISTING CONDITIONS NFORMATION I \ \\ \ \ \ 1�• \ h `� ;� i i g� //l l l l ' / • SITE DOES NOT CONTAIN A"CERTIFIED VERNAL POOL PER NHESP MAP JUNE 2003 BY OTHERS (SEE NO 6) I \\ \ \\ \ •� \ 't ` , / - r - - �I/ / / / / %/ / / / CERTIFIED VERNAL POOLS. OIL i SITE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT PER NHESP MAP 5 / / , \ \ \ I \ \\ 28,E , , / // //�/ / / / JUNE 2003 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER _ \\ \ �� � \-�, �' '� -------_--- / / / / I THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) AIV I -'' A 26 // / k\ \ \ p \ \ \ `� \ o '1.. �T U,�E ' ,'r/ /// / l SITE IS NOT WITH IN A STATE APPROVED ZONE II GROUND WATER RECHARGE N 0 0 ► / / / \ 1 �� \ \ �� �\ �, , ', �, ti , • :'� _______,---- /'' / / PROTECTION AREA 100\ to 1 SITE PLAN for. I i / / { \ \\ i\ �► �� }� i ♦ i i i i h 180 Carnage Road • Lot 5, Oyster Harbors \ Osterville, Massachusetts ,} I \ \ LANDSCAPED AtEA r t ( r• ( 16r8 ' ��� �' / i _ / /- / Lot 5 1 \ I \ \ �� \ , ; .; i�3.8 / ��� / 1 ' ! �P 12. � , � f, / � 3.5 PREPARED FOR !' AREA PER REFERENCE PLAN \ 2 \ ' ' ' ' ' , r - - - - - \ ;i I r11` �, ; , - � Jon Baker (SEE NOTE 6 ON EXI�T ING CONDITIONS PLAN) i \ . \ , { / i \ . / \ r \26.6 '� �� ; ` i i ; i j ! .��`, �,/'%7 .� 4 70 Beacon Street, Boston, MA 02108 96,670$SF Upland \ I . _� 21.9 , _ , ,♦ �- 'R / y� t I/ _ \ '«-�- �!_.�. - q ; 1 , , ♦ lo. < < r (781) 257.3331 ' 3,630$SF Wetland \ { �, y , ?NS�r , , I 12.8' rr / 7C„ .� I i 100,300d�SF Total Tree Line uNE �\ 7.41 ` \ '� T 4NF ' I �" ,r / �/ 3.6 �0 . i .� \ TITLE 40 1 r 1�8 , I ,yz.2 / Existing Conditions Plan i r II � �40 IV Nire Fence 6 0 BIRCH 1Q 0 �Lu ? F , y , ci 9 ' �/ 9S c� i Shed , z , , 3.9 BAXTER, NYE & HOLMGREN, INC. 3 I ♦ I i �/ � O Registered Professional CUI / / ( .� IjVF , N \4 t Q I 1 1 r 1 .x .2.4 0 Engineers and Land Surveyors "0 JAPANES / ; t 1* ; I ' m / 812 Main Street, Osterville, Massachusetts 02655 \ _ -•---- 1dAP1E---- OZebO 1 .6/� , , �+ . .•i I r r 3.7 / _.--.�_.�._.__.__.M_.__.r . ' ' ._ _ _ - - - - _ -_ ._-_-•_ Phone ( 0 )428 9131 Fax ( 0 )428 3750 -•--•---------fflge-Lawn ------ �_.___ . _-----------•----- \ 14 0 PINES .1- L5 Betbcck \ - �` � .� �• i •'; = o�]'. -'►• r ; � 1 �ytN of 1 l ' 1 • i f I + l I �x V i0 0 1 ' i i I ► YA I I f S 8T29'30. W ` 93. ' 0 DH TID ' f / 1 O a rr 9}� ' •' r` �N OF 20 0 20 40 { I CB DH FND 10 HOLLY, j . / CB PH END r 1183 196.33' ` „� -� 1!1488�06141 W 8t TD 1 FROIN M W L.C./ / / r � l 0 I 1 j JOM LCB FND O 1 / / (.w 1 I I I I ► - r 3 I$ SCALE IN FEET �s �r�at E�y� { o ! 25 / / / / 2Q / 1 I z 10 I I ' 1 N . 20674 , J I _ _ _ _- - v �~„ �I J / / / l I I I I = 5 �'" 3.s ECIS?E ��a Kids � 1 ! O Playouse OC.�oSCALE: 1 20, DATE: 06 17 04 O ho O 2 C4 Z Revise septic system inverts tank location Q <'- W ® MWE 08/25/04 based on house shift for ConCom a rvl N11F Phyllis Harrington m U James H Harrington 25544 l� J �`� w ® MWE 08116,104 CON COM COMMENTS W 0J m. , Q MWE 07 14 04 VARIANCE NOTE PER BOH col 180 Carriage Road Lot 6 m Q Q FEMA Zone Line I I MWE 1012VO41 SEPTIC DESIGN ON SUBMITTAL s oo g h 8 2 as per FIRM Panel NO. BY DATE REMARKS DRAWING NUMBER 1 Q # 250001 0018 D g m 0: 2003 03-110 CML PLO 20Q. 03-110EC.dw 1 ~a 2003-110 I If GENERAL NOTES : all: 00 1.) EXISTING CONDITION NOTES SHOWN HEREON REFERENCE NOTES ON SHEET C-1, a o / M EXISTING CONDITIONS PLAN 0 r < � to "w- 50-ft Buffer Analysis Description Area (s.f.) Restore native plantings in lawn area 887 �o Q Restore native plantings in landscape area 21095 a 3 0 ® Total Restoration Area 27982 J u B/DH nd i N/F O Sumner B. Tilton 3 150 Carriage Rood I Lot 31 I RETAINING WALL (TO ' \ _ - , I SAVE EXISTING TREES) I PROJECT BM: \ — ... T.O.W LANDS COURT BOUND \\ \ 1 � EL=27.0 I EL. = �5.24' \ \ \ S /F \ U N II \\ \\ \\ • r w \\ \ \ 'SO CQe� a T/�t0 \ \ s 89 44 48 E \ T.O.W °9e Ra d EL=25 0 I I \ \ I 24D.47' 2 \ 14"� PINE EL=27.0 I I LCB \ \ \ \ 2 - I Fnd \\ \\ \ 16.8' \ �\ \ e!9•\ \�� 12"0 PINE T.O.W EL=26.0 II �-- - -- -- -- ---- -- -- -- -- -�-- -- -- -- -- -- -- ------------------------ ---- -- -- -- -- -- -- -- ---- - - - --•---- \ 12"� CEDAR \\ \\ \ Proposed \ \ EXISTING"TREES J T F Q I I \ P \ \ \ _R 8"0 OAK 1, NATIVE PLANTINGS TO I \ \ \ Storage/ \ \ \ \\ \ A T•0•W \\�/ REPLACE EXISTING LAWN \\ \ \ Golf Cart \ PARI�1 G \ \ Proposed \ \ .12_0 P\NE AW S EL=24.0 0`�1 AREA 3 I \ \\ \ EL. 28 \ \ Garc'j T.O.W I I PERC TEST #2 \ \ \ \ - \ 19.1 ��� NOTE. ALL GRADING 25 EL. 27 \ \ _ ^ - �3 \EL=23.0 Q �� WITHIN THE 50-FOOT G, Z2 BUFFER ZONE TO BE -G ��f$ 7f P RESTORED WITH NATIVE EDAR � MNI PLANTINGS. W I 1 \ \ \ \ \ A , 6"0 R I � fR LC O I PERC TEST #1 i/ �' -� �►\ Y \\ \\ \ \ \ /�-'�`-----'1 \ \\ /; �6ti ' � CB DH FND � I 10000, / I ► I . \ \ , ea m\ ; �.• ,� 41.0 N 1` ev / I i I I I \ \ ` \ \ Q� .`� \ � I NSTALL FENCE/ �J` I ci HAYBALES ALONG IMIT 1 I 1 \) \ t�• \ . , ,� a OF WORK LINE SH/WN I o I ` I I I \ \ �1,- \ \ \ \ ,,• ' `� '� HEREON DRYWELLS TO INFILTRATE ROOF RUNOFF (TYP.) \ \ \ \ \ • i i r �•� // / / / / / / ``' � ,� � / I I \ \ \ \ b .�. I � � ��' �/ �/l Ill / 11 l • / \ y .4 I I 6221 c26 / / �. r, !'� \ \ o�,�\ \ .,�'\ .fie ; o c ; / / �\ ` J �o \ 1 EXI 11NG-TREES / 15.4' '� ; I � / / I \ � Fop. \ \ SrR . } ► �i r I"� � I i I ,� ,gyp ,� ,� ,' \ I _13.1 . �PROPbS� � h 1 ' FLDSNE�T 4 '4 ' : :;r..--T---�`•� i / /�i --� / �'� �'/.� ,i' SITE PLAN for; / --� J r7. \ s�.4 j RETAINING I :... .. .. � / � .� \ - \ m \ \ �, �:= ; \ �f, / �,,.�- / r, 180 Carriage Road - Lot 5, Oyster Harbors VwEA�jL, -{{�� :::: ---.8' i I o \� r LAtVDSCAP A E I �f:• { ::? ,• I 1�'� I� I' / I I - , ■ / L t 5 \ ,� 1 .- \ \ z: :::.=: ::= ::}: ; - ,f3.8 , / 1 ► / Osterv�lle Massachusetts I :}.::: ::::::::: , �'�-- 3.5...... .... . AREA PER R FERENCE PLAN \ PARKING _ _�_� 291 , ! ; O /' x.11.7 / / , , PREPARED FOR (SEE NOTE 6 ON EXI TING CONDITIONS PLAN) $ \ I _ :: ..,.:::. ► I ', ; I I - / ' - Jon Baker ' I 96 670 SF Upland - ► i ,' -.I ' �-r-- , I J 3,630$SF Wetland —•t �� I I/ �,� \ :: ;.t , 1 �._ _ 1 <,, +rDr�., ,.' I Boston, 08 I 1, \ Tree Line ' CAWN �� ::{:::::: :=: i Cr ; I I i �'I-- 1 __ B_ y----- - / �� 1 -- !/ ,� 70 Beacon Street, ston, MA 021 100,300#SF Total ` LAN 7.4 -j. :`;.... � .W ' I ,'s s � 3 I E ■ \ -:- ••�'....%I.... I Nf I I � 1 ^ � - � I J � �' -x 3,6 / ..>i_::::::. - (781) 257 3331 J r 1�.9 I I / / / / / 1 r / I i 15,d 1 ! 1 _'::::"t , I I I � I PROPOSEDQj ..:::-'7' -':: .. ..... , TRq 1 , I , , •�2.2 �I / �' ,' SUFTi PA I/ I / / / :?::::::�:: I s C� 1 1 i �' �� / / Wire Fence 0 6" WC Q � � :3? k{} :�.::::.: ,,�Nf I, 1 7.Ev . / . . . . :: �::: -J`v fir , I I 1 I Pool �, � \ `:::=: :::: .: ::::=:� . I I 1 4f, I ��--� . Conservation Commission Filing Plan I �I EXISTING SH b AND EL. 28.8 $ � o N :E*:•:::< :::•:::::::::{: ::: F::::: }::: I 1 ' FENCE TO BE/REMOVED a_ �' * :: �:�::� : : , ) I { 11z 1 .5 rl ,J / 319 ' _ I 1 I x 4 BARTER NYE & HOLMGREN INC. ' ''' / .. r N i j I i m J it r' ; - =% Registered Professional 0 � ,15 ::::: : `' : : ` I _ - - -- / \ , . JAPANES 3 7 Surveyors _._- -- --.__.__. .� • _-. y .... -•-- - DdAPLE.__. ozebo 1 I / _ -------Edge Lawn ---- -- ......... _ -- - -- ..... _ __ __ -- ---_.�\ - - r ---- .. I iQ I :t• ' #= = a � Engineers "' I' L -y�l- - a--- - �-_.__. rs an urve o 1�g3b PINE/ ' - - - 1 f -15 Setback \ ■ ' J .......1...............:.L7. , �� y �- -7 �-� � � 812 Main Street, Osterville Massachusetts 02655 •� { I , Q 1Q T , `� , � , u� .....::......: Phone - (508)428-9131 Fax - (508)428-3750 ' I J S 8T29'30" W ._1.Sw--S�—S SE- F----SE_ o I I I \ CB DH FND 10 0 HOLLY,; N . 93. ::.) }jj{ .r J J J 0 ix �� 9. '0614 W 2 6t' TD FR M W••:. N 1 ' 196.33' ^5 ..\ I J OM �I L,�, 1 , I LCB FND , Li \ INS�fALII /��3 20 0 20 40 I ' I I INSTALL SILT O = a o I ! I `° 1 I I :FENCE (TYP) _ _ _ - SILT FEhCE/l 5 / / / 2-Q ( I 1 1 J 10 I J J 5 I _ EXISTING TREES v HAY�ALE / / ( (m J 1 1 -� 3.s SCALE IN FEET Kids _ _ - - 0 TO REMAIN �� I ( 1 I to d I I I I IC h. J ► I I o Playhouse �4 ,2 O W ? io o~ NATIVE PLANTINGS TO Y�, �N 2 SCALE: 1"= 20' DATE: 06 17 04 F �O ►, REPLACE EXISTING Q g N/ LANDSCAPE AREA m 3 N James H Harrington & Phyllis Harrington (� W W OF �'vI$& carp c s�s INV. A A:l LOG. i �� J w �y(N 3 11WB 8? '° PAWo i- o ctf 12554 J 180 Carriage Road - Lot 6 Ql J ►�m ____ o o m Q ti FEMA Zone Line YA ® MwE 16 04 CON COM COMMENTSC2 > , ,\O O Z as per FIRM Panel s MWE 07 14 04 VARIANCE NOTE PER BOH t,� Q # 250001 0�18 D o MwE os 28 04 SEPTIC DESIGN OH SUBMITTAL o m ,FVy �� NO. IN DATE REMARKS DRAWING NUMBER O {" 3t`o� 0: 2003 03-110 CIVIL PLO 2003-1 I ODM.dw 2003-110 0 LAND.,COURT BOUND \ EL. = '�5.24' EL=27A \ GENERAL NOTES S 89.44'48" E T.O.W 1.) PRIMARY BENCHMARK : PRIMARY BENC N \ to NOW T.O.W �'oo r 0018 D CHISELEDS SQUARE ON BASE OF TRAFFIC LIGHT I � L CB ,� �\ � 240.4T � 2� 2 \ 2 1�U� PINE EL=27.0 d EL=25.0 I 1 0 THE NORTHEAST CORNER OF BRIDGE STREET I I o Fn d 16.8' \ \1/ 12uO PINE T.O.W ELEVATION = 19.33' DATUM: NGVD 1929 \ �.9 \ /zIll�j EL=26.0 ( ) ( \ ` _ _ 12"0 CEDAR - PROJECT BENCHMARK : PROJECT BENCHMARK : LAND COURT BOUND AT NORTH I TIE�INTO� EXISTING-WATER MAIN _�__ r_.__.__.__.--.--._.._ __.__.__.- ---.-- -.__ _ _,__.__. �_.._ � __.-_.-_.- \ ..-- ! t�, r , -\ -_ - - .; \ \ + ���! /,i WEST CORNER OF LOCUS ELEVATION = 25.24 CONTRACTOR TO VERIFY 1N \ \ \ �' �' ,� r I FIE�.D LOCATION \ \ ' Proposed \\ \ \ \ \,... •_ , � ,� �•-� �� „ , z 2. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE ' \ WATER SERVICE Golf Cart \ \ \ \�- �-12"� wE EL-24.0 a AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR \ \ Proposed ____ Aw 4 AND APPROPRIATE UTILITY COMPANY PRIOR TO ANY BUILDING CONNECTION EL. 28 \ Gera �! 3 ( PERC TEST #2 Q. T.O.W \ \ �, 9 19.1 CONSTRUCTION. ,\w' v Q I ! -w �--- \ \ 2> EL. 27 \ ! /i 73 EL=23.0 ' CONSTRUCTIONZ's W NOTES I w -w w w \ i -w -w ' �''� T \ L \ \ \ \ .-'`' -_c �' , i,��� z 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, o I i / , ` \ \ `�w \ ` \ \ \ \ ,•� 6"m R , 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY I ! \ \w 1 \�. --�• •-�- •` \ \' j \ \ \ \ �� , LOCAL RULES & REGULATIONS APPLICABLE. PERC TEST #1 ! �.."- ... \ \ � � � r� ,.� \ f rL \ \ i CO. !► - �' 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY .� i �' \� I I \ \ \ \w ` \ \ --� �� \ \ ,� i �'� • - THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED * \ I \ \ \ �.• WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. w w w -mow w w y-�.w �w �•---w �-\ \ �� ��, �� •s.'•f ' 41.0' �N \ \ \ \ \ 0 wN h\ `, .'� ® I +� 3. WHEN CONSTRUCTION IS COMPLETED PRIOR TO',, » o � • BACKFILLING, \ 27 LF,4 PVC gCH[� \ \ Qt°Q `2` \ �, � t ♦ NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR / ! \ i I 40,,0 S=2.OAX \ o`� . \ •• ' ' INSPECTION. o I �'°4' IFS \ ` I \ \ \ \ \ �� ��� � \ � 4 ,�° ♦ » \ \ \N 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 SCHED 40 10 UNITS N ICULTEC 280 \ DRYWELLS TO INFILTRATE \ , \ �, \ .� , - ) - -. PVC, UNLESS OTHERWISE NOTED HEREIN. RECHARGER I ROOF RUNOFF (TYP.) �� ; ` I \ \ / \ \ \ `• w 5. EXCAVATE UNSUITABLE MATERIAL IF NECESSARY TO THE "C HORIZON" , FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE I + I I 3 000 GAL `� �1>< �co / ♦ _ LEACHING � y � ,t1 � a, ` <1. ` FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR D-BOX ` SEPTIC TANK \ ` 2s 1 ,t } �1 ,i j 15.255. 26 l Co ,� \ ��. '',-;�s� I , �e �e�? 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN I ' -----_ I Q o / �,,,, �� \ \ Quo p \ `, ! �h I r' ♦ ,-�' LESS THAN 3' OF COVER. 00 0 / 4 VENT PIPE / s s81 LF 4" PVC �� �� �� o`�G� i \� '� 1 00 P� \ �1 \ ,� i �.► 5.4 �' r. 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE SCHDs40 N $=11-w s-�•-• \ \�� `�� 1 / \ w ♦ + GRINDER DISPOSALS. .\ , i Ii I i I ,' x 131 » ,PROPOSED ,� ,ryh 4 r yam" r"--1 ` i �� , --. -_ 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT ! 14 LF 4 PVC SCHD 40 \ I ,FIFLDS*NE , /r' r \ + / ( 1 \� 27.4 i ' ,�'�- ',''�•;,'�� ; ,' j 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL o S=1.00x I -'�- �, 274 / RETAINING N ,il�, I , i EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF j'�,,.{� \ ♦ \ !SL\ LAn DsCA E , , 'j'� 1Yo�� ' ������ CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT ` , , rx �� ' ��3,s r► LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING Lot �� ,� i ' � ) ' 12'E �� UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF I EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE 1 / ' AREA PER REFEl�ENCE PLAN \ l �� i � \`V '� ' � ' � i� I ( x I N` / \ ,. �� + ` + n I + WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND (SEE NOTE 6 ON EXISTIN CONDI TIONS PLAN) I I I�-� 1 ♦ \ 6.X �� 2A,9 + I ; �,� i j ! , ' HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS I ( ' 96 6 70f SF Upland / �= q., \ �� ,, `� �+ I i ' �'-rt- - ' ------ �• REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY I , , Up a d Tree Lrne f tgWN W• ` , , , , + �L,- r •t�-s1- �'___, I ♦t , ( __TY_� AOL �, RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE LINE ' ( ; 3,630tSF ,Wetlond / i \ x 7.4 1 ', ', ' I ; 1�,9 , , ,f OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE II 100,300±SF Total / I m �, ' , , 1 I I 115.d ^ l I ) 1 I UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN h. , 1 I I I , az,s r °�, INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER I + / Wire Fence •0 = � , I, „ ' � ; + I , � � I I ' � r IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS ! / POD) 118. �yr�l a,5,.� N�RC O : , 12 0 LUMI 1 I I i � j W 1 , • , (a a) v, Qi !� t , f I I IIx VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC GASEXISTING SH b AND EL. 8- v o `� . '' ` + I + ' ; 1i6'g +x f I m / �� ; TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH O J n I I I w I 0 r 91 i FENCE TO BEMOVED L = W > > N z + I I I L r ) 1 / f PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE I w! a .� j x `2�.5 t rI i I i i I`12.g�x 1 .5 1't ri f CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS t <q�C , \ r ' i w I i 1� I ) 1' r J 8/5 X; r� REQUIRED. I .. ....klt ��J✓ ` U 1 + 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE �• "0 JAPANES q • ♦ i 1 i# I i ) I I C71 tiJ , I '• SHALL BE AS DETER it . ....... ... . .. ..._-,.y.�_.__.__._�._-..__..__ __.._. .__._� _,_ �16PJ��.__ �,_ ' / azeba � MINED BY THE ag -Z awn -F _ - -- - -- -- _ -- _ APPROPRIATE UTILITY COMPANY. .----- -----•--•-- __ __ __ -- - j- r i � ~ 1, y a� i a i � '� ' wmoD�'D /' a�p � 11 �� i SCHEMATIC. FINAL LAYOUT SHA 4-� I -•-- -J li.L'...� 1 I "ts PINE♦ \�`'l . 'h , ��. �. I -•L_ I ` ti f 1 r 15 Setback \ 1� 3 '"` !--- 10. VARIANCE FOR SYSTEM FROM TITLE V SECTION 15.221[7] ' I ^..1............ SM BUTAOM ASSIES ENT FOR SEWAGE DISPOSAL MAXIMUM " " � .-, : •.�,.�/ 12 DATE s 10/2S/OS M M COVER OF 36 OVER SYSTEM EXCEEDED. , s 87.29 3o w t CB DH FND 10"o HOLLY,, FINISHED GRADE BARNSTABLE BOARD OF 600 SOIL EVALUATOR: HEALTH AGENT: I i LCB FND ( ' ( a - - 9 MIN.�- \ \ \ COMPACTED \ \ \ SULLIVAN EN�}� /\/\/ 11\/\/\ GINEERING, INC SAM WHITE w /1�4 II I cM 2 LAYER DOUBLE WASHED . . . . . . . . . . . . TOP OF CHAMBER TEST PIT 2 ( / STONE 1/8" TO 1/2" PIPE INVERT Kids -- 10 N CULTEC RECHARGER 28OHD » » G.S.E. = 25.5 Playhouse DOUBLE WASHED 20.5" 2e EFFECTIVE DEPTH OF PERC: N/> 3/4»-1-1/2» STONE DEPTH • 3.5" 32" James H Harring f 12& Phyllis Narrington 4 BILE WASHED STO --�_ START PRE SOAK TIME O: __ -- 180 Carriage Road - Lots 12' 4' DIST�UNE IN SITE PLAN for; LV 4' 4' 25 GALLONS IN 5 MIN. 180 Carriage Road , 5 Oyster SECTION 9 , Harbors 4' NOT TO SCALE END PRE SOAK TIME: Ostervilie, Massachusetts SEE NOTE ABOVE PREPARED FOR 73' CULTEC RECHARGER 280HD RATE MIN/INCH: Jon Baker 70 � PLAN VMW LAYUP LENGTH 7.0' PER UNIT 70 Beacon Street Boston, I 1\ 11 +1.0' OVERALL LENGTH ADJUSTMENT < 2 MIN/INCH OStOn MA 02108 .> NOT TO SCALE (781) 257.3331 W •� NO WATER OBSERVED / ESTIMATED SEASON HIGH GROUNDWATER AT ELEV 2.5 FROM GROUNDWATER MAPS TITLE RATE= <2 MIN/IN CLASS I SOIL On-Site Sanitary Sewer Disposal TYPICAL SYSTEM PROFILE and UtilityPlan NOT TO SCALE N0 LEACHING AREA aPPRoxuIATE TOP of FudlsH FLOORS 1. ALL MATERIALS SH'�Ll. MEET H-20 LOADING REQUIREMENT'S. E-A REt�UII�EMENTS BAXTER, NYE & HOLMGREN, INC. MAIN HOUSE = 28.00 GUEST HOUSE = 29.80n3- NITROGEN LOADING LIMITATION. NA RESIDENTIAL: *8 BEDROOMSPROPOSED GRADE - Registered Professional GRADE s 28.0000 MUSE)) ACCORDANCE �IM PORT IN TOTAL DESIGN FLOW = 880 GPD/e DRooM Engineers and Land Surveyors SCREENED wwuFACTURERs 812 Main Street, , GARBAGE GRINDER (NOT INCLUDED) = N/A set AT LEAST ONE NrANHOLE FRAME VENT RECOMMENDATIONS sterville Massachusetts 02655 CWER TO WNfHIN 6' OF FINStI GRADE FRINSPECTION PORT TO BE BROUGHT TO RISERS Nlr COVERS SHAM BE wATarnGHr Nt covER TO wmaN s GRADE 3' WITHIN R`OF FINISHED GRADE Phone - (508)428-9131 Fax - (508)428-3750 &A. GRADE OVER/-& TANK =27� RISERS Nk COVERS SHALL BE WATER1IGHT (LOCATION TO BE NOTED ON SYSTEM PERC RATE = <5 MIN. / IN (CLASS 1) �N OF As-BULT) LIAR = 0.74 GPD/S.F. 4- SCH 40 PVC FINSHED GRADE OVER TRENCH = VARY 27 TO 5,70 MIN- LEACHING AREA OF SAS, REQUIRED: o W. INV OUT=24.42 (MAIN HOUSE) _ .. � L= 2T S=2.00x (GUEST HOUSE) FINISHED GRADE OVER D. BOX = 27.75 - 880 GPD 0.74 GPD S.F. = 20 0 20 40 s INv err=24sa �Gursr HousO E_ �' S=2.00x (MAIN HOUSE) COMPACTED FILL / / 1 190 S.F. MIN. e" ( ) caw PROPOSED SYSTEM: 1N143 3" MIN' r 10 CULTEC RECHARGER 280 LEACHING CHAMBER UNITS SCALE IN FEET ten,9FCIST °�� 8" � 81LFN4' SCH 40 PVC O S=1.007[ •. FIRST 2' 0 BE LEVEL N , ---- -� � � 2' LAYER 1/8�ot/Y WITH 4' OF STONE ON SIDE, 1' OF STONE AT ENDS, 3.5 STONE BASE © to ~ EA,�pNG SIDEWALL AREA (73' + 12') x 2 x 2' DEPTH = 340 SF 8l r�acf.- a 1 MIN. s CU O�=2•83 : 14 LF 4 SCH. 40 PVCWIRE WASHED SrONERECHARGER 200 QBOTH INV'S IN • 23.88 PVC v 7OP BOTTOM AREA: (73' x 12') 876 SF :r Z o 5=1.007i = DATE: 06 28 'u" SHAPED INVERTS ` GAS BAFFLE © 2 © 4 SCH 40 PVC SCALE • 1"=20' Yr1l IN=22.82 :. t2iAL�ER WY IN=22.53 / /�. IN ACCORDANCE WITH :! 'r ?; 8` StJIrIP . OtrT TOTAL EFFECTIVE LEACHING AREA = 1,216 SF Revise septic system inverts tank location TRLE v SECTION 15.224(4) _ s CRUSH® _ ` • iNv '�' d SYSTEM DESIGN CAPACITY = 1,216 SF x 0.74 GPD/SF = 900 GPD ® MWE 08/25/04 b ,, _ � � used on house shift for ConCom a rvl REINFORCED �yy.p�•,� STONE BASE `• •• ' 2 .47 SEPTIC TANK SIZING. 1ST COMPARTMENT 880 GPD x 20OX = 1,760 GAL ® MIME 08116104 CON COM COMMENTS SEPIlC TANK SIZING: 2NQ COMPARTMENT 880 GPD x 100% = 880 GAL •�""• ��"`- '' a- W 4 TO 1•-1/ DOUBLE MWE 07 14 04 VARIANCE NOTE PER BOH . Cm4 S6?N1A1� TOTAL SEPTIC TANK SIZING = 2,6'� GAL MWE' 06 28 04 SEPTIC DESIGN OH SUBMITTAL o S.Q09 �iALLON TWO-COI�f�ARTIrENT 8EPTIC TAW a1Z0 LQ� DISTRDUTION'BOX Ui'ZQ LOADM� . SSE 3.000 GALLON TANK MIN. N0. BY' DATE REMARKS DRAWING NUMBER ROTONDO ST8 x 14-3 OR EQUAL ROTONW DB-s OR EQUAL *(ARCHITECTURAL PLANS IDENTIFY MAN HOUSE WITH 5 BEDROOMS, U TO BE #WALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE 5' MN s SM TANK TO BE NNSPECIED � CLEANED ANNUALLY 5 OLp� RM�D GUEST HOUSE WITH 2 BEDROOMS, FOR A TOTAL OF 7 BEDROOMS 0: 2003 03-110 CIVIL PLO 2003-110SP.dwg 17 ADJUSTED HIGH GROUNDWATER ELEV 2.5 *SYSTEM DESIGNED FOR 8 BEDROOMS.) 2003-110 0 p Q GENERAL NOTES : N 1.) SYSTEM COMPONENTS LOCATED ON AUGUST 2, 2005 IF I 2.) LOCUS AREA IS COMPRISED OF SUMNER B. TIL TON ASSESSOR'S MAP 71 PARCEL 115-1 - LOT 5 ® LAND COURT PLAN 15354-38 150 CARRIAGE ROAD CERTIFlCATE OF TITLE: 125,545 �,, �. OWNER: JOHN M. BAKER AND PATRICIA C. BAKER LOT 31 � 70 BEACON STREET BOSTON, MA 02108 L. C. PLAN 15354- 89 1 3.) PRIMARY BENCHMARK : RM 36 N FEMA MAP 250001 0018 D MQ ' N/F CHISELED SQUARE ON BASE OF TRAFFlC LIGHT � ® THE NORTHEAST CORNER OF BRIDGE STREET •� ELEVATION = 19X' (DATUM: NGVD 1929) PROJECT RM SUMNER B. TIL TON PROJECT BENCHMARK : LAND COURT BOUND AT NORTH WEST CORNER OF LOCUS LAND COURT ELEVATION = 25.24' BOUND EL. - 25.2,V 150 CARRIAGE ROAD >, S o S 89044 48 E IP FND 3 S 3 >> CBDH2 2 to LC13 240. 47 FND E 2�1 o) �0 FND � T • 22,3. 90 To L 0 t 5 ^ AN My C�E ( PERP EXISTING GARAGE ��NT �. C � T p L. C. PLAN 15354- 38 � � o �q FOUNDATION ,,,� C B DIl /V 1 5,35 LOCATED 8— 2— 05 - — — Q 4�3 96, 670± SF Uplond 8) 3, 630± SF Wetland o j C B DH 01 100, 300± SF Totol * P o �- FND o * o .� CERT. # 172, 57-1 o 44, (SEE ►� II o \ \q-S TOP OF STONE EL - 21.94-22.12 �' V CH EL - AIMBER \ 3S, INV. O 90• ELBOW V ; q,� �p EL - 23.28 o \ \ \VENT OUT I -N HSE 2289 / w 4EL INV. OUT ' ��+ N � CHAMBER2 \ \ N1.1 EL - 22.56 nK 19.3 / TOP D-BOX W J S \ �INV. N22.93 GUEST EL - • C) Ln �yF� INV IN D-BOX / d- EL - 21.63 CLEAN OUT TOP OF TANK TOP CHAMBER EL - 24.14 0710 /.g --00/ II EL - 21.98 INV O ANG. PT. EL - 22.09 INV IN CHAMBER INV OUT D-BOX "' ' EL - 21.41 EL - 21.47 / INV O ANG. PT. EL - 21'94 EXISTING GUEST HOUSE . FOUNDATION � o � � Carriage Road - Lot 5, Oyster Harbors LOCATED 8— 2 — 0 5 Osterville, Massachusetts PREPARED FM Jon Baker / TO Beacon street, Boston, MA 02100 193, 54)4' C g DH �781) 257.3331 87*29 ' 30" WTo CB pH LCB FND S w CB DH FND my C B DH o Ln N 88006114)) Septic As-built Plan 196 . 33W 216 ± ' TD F22 '±Ln FND ROM MHW C P ER L. C. PLAN BAXTER NYE & HOLMGREN INC. 15354-- 38 , Registered Professional co Engineers and Land Surveyors 812 Main Street, Osterville,Massachusetts 02655 N Phone- (508)428-9131 Fax - (508)428-3750 Q Q U _O i 20 0 20 40 0 SCALE IN FEET U) 3 - SCALE: 1"= 20' DATE: 8/03/05 W N/F �� �►e. �ytN OF �' R ' JAMES H HARRI NG TON & PH YLLI S HARRING TON nm N � G ABml ll� 0 0 180 CARRIAGE ROAD — LOT 6 '°`' J NO. BY DATE I REMARKS DRAWING NUMBER L. C. PLAN 15354- 38 • 3 - 5 "ry 0: 2003 03-110 SURV WRKSH 2O03-1102—CPP2.dw 0 � � 2003-110 N G