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HomeMy WebLinkAbout0074 GARRISON LANE - Health 5`- 74 Garrison'Lane (sys-1) ~ A, Osterville P -A=1,14 0.09___ 74 Garrison Lane (Pool ) 74 Garrison Lane (sys2) Osterville P Y-- Osterville P A = 114 009 { I f' III' UPC 12134 ° No,2` 1153LGN r•coNS°�� HASTINGS,MN ... ,'{'; i'.' wo �-.".'3�".;fT ._ , ....,/n...,a .x:�'i'RklSf� 'M=.'ya'xRr'Siu.w-:;+•4 9'ei'`;. `R.p.'�i..-"`" F_t y'F'!i'"'a�',j,""h, k'.-- n u •} . R <y.a F4.V" _ TOWN OF BARNSTABLE — UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION &A/ t ` ' F OWNER 'AND INSTALLER 'INFORMATION a ADDRESS: ; '-F J 4A MAP NO. ! 1 PARCEL NO: OWNER NAME: ( fit /� ViJ f VILLAGE: - E� , INSTALLATION DATE: BY: - •-�- __ :_._�.... :__.. I ADDRESS: �fefM CERT. NO. TANK INFORMATION LOCATION OF TANK-: TM CAPACITY TYPE AGE ; FUEL/CHEMICAL : - TESTING CERTIFICATION C I PASS EA FAIL DATE f . LEAK DETECTION C CHECK.F N/A TYPE/BRAND ZONE OF CONTRIBUTION [/I YES + C NO `,DATE .TO BE REMOVED FA t FIRE DEPT. PERM I-IT I SSUED t C ] YES C NO DATE GUNSERVATION C I CHECK IF N/A '_DATE BOARD OF HEALTH TAG NO. ,] 7 I C I DATE"° b 1 1 1 t l PLEASE�)PROVIDE/ SKET/CH} SHOWING THE TANK LOCATION ON THE BACK OFTHIS CARD t J TOWN OF BARNSTABLE LOCATION �� .�tz,2f(` SEWAGE VILLAGE ,ASSESSOR'S MAP & LOT 114 - INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY r LEACHING FACILITY:.(type) (size) NO.OF BEDROOMS 2 BUILDER OR OWNER PERMIT DATE: S (_T0�3 COMPLIANCE DATE: z_ 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 1 , 261 z _7�a ; 0 �� ' cZ _ - ,. GO— TOWN OF BARNSTABLE LOCATION �I l GAer1 Son IAI-L SEWAGE # _ VILLAGE O STe���l ASSESSOR'S MAP & LOT G0 INSTALLER'S NAME& PHONE NO. SEPTIC TANK CAPACITY t1U0 LEACHING FACILITY: (type) 91 (0- (size) JUG NO. OF BEDROOMS IT BUILDER OR OWNER Q i/J12 ►MBUILDER PERMIT DATE: 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 leac ng facility) �\.., f J Feet Furnished by'l�n.rAc 0--% J • rOrG Bo�a-r l4ousc. A � O Al - a1 Aa- y P UMP a �a s� rq3- 13 l sip tt33- 03 3 0 • L� TOWN OF BA.RNSTABLE LOCATION 1 G11rn son IA,\A- %YSZ SEWAGE # VILLAGE Os- erv,I�,� ASSESSOR'S MAP & LOT /ly G1�9 INSTALLER'S NAME&PHONE NO. ) SEPTIC TANK CAPACITY OLSS/� V f 1 LEACHING FACILITY: (type) 1' �S CvX (siib)1 • 3 ST'"� NO. OF BEDROOMS j BUILDER OR OWNER �O^rJ�C _ �4V✓ 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 lea c ,ng facility) Feet Furnished by t,oct,Z%un �. FO_� Ic�'�"G�►or� - �rro..i 13 Aa- 3 Ca- 3 �3a- 3a Da- 10 a P,`r No. � x Fee ( is YHE COMMONWEALTH OF MASSAC14USETTS Entered in computer: 1, Yes 44 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Mi5 poe;aY *pgtem Construction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 74 Garrison Lane 74 Garrison Realty Trust, Richard Rudlllan, Tr. Assessor's Map/Parcel MapOst 114lPa el c/o Hill & Barlow, Om Inte�timlal Place, Easton MA 02110 Ma 114 Parcel 9 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. A. M. Wilson Associates, Inc. OI o P.O. Box 486, Barnstable, MA 02630 Type of Building: f Dwelling No.of Bedrooms 2 ,Lot Size 108,900 sq.ft. Garbage Grinder( ) Other Type of Buildi No.of Persons Showers( ) Cafeteria( ) Other Fixtures- tnt�%'Y_i19 Design Flow 220 ga lons per da . Calculated daily flow 440 gallons. Plan Date June 4, 2002 Number of sheets Revision Date 5 12 03 Title Subsurface ewage Disposal Design P ase I Size of Septic Tank Type of S.A.S. Cal 1 Pri PS Description of Soil See Test Pit Togs on attached drawing_ Nature of Repairs or Alterations(Answer when applicable) N/A DESIGNING ENGINEER MUST Sl IRFRVISF INSTALLATION AND CERTIFY IN WRITING THE SYSTEM WAS INSTALLED IN STRICT Date last inspected: N/A ACCORDAiICE TO PLAN. 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 of the Envir nmental Code and not to place the system in operation until a Certifi- cate of Compliance has been i Is Board of Hea `. Signed Date Application Approved by �,2 Date Application Disapproved for the following reasons Permit No. 0 0 3_�a� Date Issued �y . '. - -'�. ✓� � .. .. �Y .f� Sys-�',_.-. ..� ..:�.. . .�_�.., �_ 4 .. No. d x aZ ' F_# c+ l t ' :'. Feel V •TFiE'COMMAWEALTH OF MASS'A'O'ti UFTTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN;OF BARNSTABLE, MASSACHUSETTS R'licatio"n fo r 0i5pozar 0potem� Construction Permit i 0 Application for a Pemut to Construct(X)Repair( ')Upgrade( ')Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 74 Garrison Lane 74. Garrison Realty Trust, Richard Rudman, Tr. -Assessor'sMap/Parcel Osterville, MA C/o Hill & low, � Internaticml. Plaw, Eosten ME10?110 Map 114 Parcel 9 Installer's Name,Address,and Tel.No. a Designer's Name,Address and Tel.No. A. M. Wilson Associates, Inc. gOdO�ut P.O. Box 486, Barnstable, MA 02630 Type of Buildings Dwelling No.of Bedrooms 2 Lot Size 108,900 sq.ft. Garbage Grinder( ) Other - -Ty of Building—� 6 No.of Persons Showers( ) Cafeteria( ) Other Fixtures ��'� Design Flow 220 v gallons per day. Calculated daily flow 440 gallons. Plan Date June 4 7 200 Number of sheets 1 Revision Date 5 12 03 Title Subsurface Sewage_Disposal Design Phase I Size of Septic Tank 17 Uu Type of S.A.S. Ga11 eri es Description of Soil See Test Pit Logs on attached drawing Nature of Repairs or Alterations(Answer when applicable) N/A Date last inspected: N/A Agreement: kA 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 of the Env ir nmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued-b• thIs Board of Hea Signed Date Application Approved by — _S Date S l �} Application Disapproved for the following reasons y I _ f Permit No. 2 o 0-3 / / Date Issued•~ ' p THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS . N 'certificate of Compliance t THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by at 74 Garrison Lane. Oster'ville. MA has been constructed in,accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. )3—a oZ 1 dated /L o Installer Designer The issuance o thtls eUi shall not be construed as a guarantee that the system w' un fi s stied. Date �` 3 Inspector U � ------ ——————— — No. U Fee A THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Owigpool *p.5tem ctConotruction Permit Permission is hereby granted to Construct( )Repair( ")Upgrade( )Abandon( ) System located at 74 Garrison Lane, Osterville, MA 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:Consuction must be completed within three years of the date of this permit. ' Date:_ /t � �' Approved by w,� a _ -� Le , j i t 4 �Op THE Tti DATE: BARNSrABLE, Town of Barnstable REC.BY f 9^ 39, Board of Health SCHED. DATE: AlfD MpV A j 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. j Wayne A.Miller,M.D. 1 ' Application to Construct or Expand to Six (6) or More Bedrooms LOCATION Property Address: 74 Garrison Lane, Osterville Assessor's Map and Parcel Number: 11009 Size of Lot: 2.5 AC Wetlands Within 300 Ft. e X A Yes Business Name: NA No Subdivision Name:NA I 'f APPLICANT'S NAME: 7A .Garrison Realty Trust Phone 617-406-6027 Did the owner of the property authorize you to represent him or her? Yes X No 'I PROPERTY OWNER'S NAME CONTACT PERSON i . Name: 74 Garrison Realty Trust Name: Arlene M. Wilson Richard Rudman, Trustee A. M. Wilson Associates, Inc. Addressc/o DLA_�.Pip r::_, V Address: 20 Rascally Rabbit Road One International Place 21st Floor Marstons Mills, MA 02648 Phone: Poston, MA 02110-2600 Phone: 508-420-9792 �! 617-406-6027 I l Checklist Please submit copies in 4 separate completed sets. X Four(4)copies of this application form Four(4)copies of engineered plan submitted(e.g.septic system plans) X Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans) Q:\Application Forms\SixBedroomForm.doc J . Q i jA.M. Wilson Associates Inc. s' January 4, 2006 . Barnstable Board of Health 200 Main Street Hyannis, MA 02601 'j RE: 74 Garrison Realty Trust Review of Permit for Replacement Septic to Service 'I 5 Bedroom Dwelling (Our File No. 2.1116.00) '. Dear Board Members. i Attached please find the following documents for your review; t • Subsurface Disposal System Plans • Proposed Floor Plans • Soil Assessment for P10375 • Soil Assessment for P11196 • Assessors Locus Map ' • Town Groundwater Contour Map Locus • As-built for Carriage House Septic System. r This filing is made in response to telephone instructions from your staff received this morning for the review of a septic system which will replace two single cesspools'currently servicing a 5 bedroom single-family dwelling on the site. The dwelling is to be demolished and replaced with 1j a new dwelling. The capacity of this system will continue to be for 5 bedrooms under the 310 CMR 15.002. "Bedroom— . Where the total number of rooms for single-family dwellings exceed eight, not including bathrooms, hallways, unfinished cellars and unheated storage areas, '! the number of bedrooms presumed shall be calculated by dividing the total number of rooms by two then rounding down to the next whole number." The proposed floor plans were reviewed with your staff on 12/12/05 and concurrence was reached relative to the room count for design purposes. There is a carriage house on the site which has its own 2 bedroom septic system permitted under I ' your file#2003-221 on 5/14/03. j The site is not within an existing or proposed well zone I or,Il. It is not mapped by the Town as- within a WP or GP Overlay District. It meets Title 5 nitrogen standards which would allow up to 10 bedrooms on this 2'/z acre parcel (4 bedrooms per acre). 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 " ' The project has received authorization from the Barnstable Conservation Commission under their file SE3-4003. ' The Health Agent required an additional percolation test for the main house system replacement. i That work was undertaken yesterday, 1/03/05. We are providing the log for that work in lieu of revised plans, since the telephone notice we received from staff was that our filing needed to be ' ! made before the close of business today. This did not allow sufficient time to revise the plans by adding the new soil logs. Revised plans will, however, be provided to your office prior to the project hearing. Additionally, we wanted you to be aware of some confusion over your review policy. I called 'f- your office for the current policy on Tuesday, 1/03/05 and was provided with a copy of the policy stating review is required only if an individuals stem is designed for 6 or more bedrooms Y g (attached). This confirmed my previous understanding. Today your staff informed me that the policy had been revised and was being posted on your website later today. Upon request, I was ' faxed another copy of the policy which requires review when there will be more than 6 bedrooms on a single lot (attached). Your fax header shows the difference in transmittal dates. This is the only way the policies could be distinguished as the dates on the policies are the same; January 5, '! 1998 at the top right and January 8, 1998 below the board members' names on the right. Further, { g the policy heading indicates the requirements relate to outdoor dining, grease trap and Life Guard requirements which would lead one to assume the policy relates to places of public accommodation. I have also provided, for, our review, a co of a 2004 Mass. Appeals Court Y � copy pp decision (Fieldstone v. Conservation Commission of Andover) denying a municipal adjudicatory board the right to regulate by policy where it has the authority to adopt regulations. Please contact,us immediately if you require any additional information prior to the hearing. Yours, A. M. WILSON AS- OCIATES, INC. ' Arlene M. Wilson, PWS Principal Environmental Planner Attachment cc: Richard Rudman, Esq. 106AW01 1 1 1 1 I � 1 1 1 1 1 �I � I 1 � 1 1 1 i 1 1 1 CtSI'GF DRAWINGS 5.02.05 '1 .. Bi'F.i'-SPk:g--BPxtifieaeexa . Sl.l Site Plan _ AB LI As-Built First Floor Plan and Second Floor Plan ALL Proposed Faondd aon/Besement Plan II, All Proposed First Floor Plan I•'. A13 Proposed Second Floor Plan 1 �•, _ , A1.4 Proposed Attic Plan A2.1 Proposed Front®evaticn i - - A2.2 Proposed Bight Side Elevation A2.3 Pmposed hear Elevation A2.4 Proposed Left Side Elevadon j A7.2 ed Second Floor Framing Plan end Roo Plan at Wings A3.3 Proposed Attic Floor Plan _ .0.4--1:.,pesedMniaRaa A42 icel Exterior Details-S A4J Typr edor Details-Similar A4.4 Typical inten rails-Similar .. A43 Typical interior De irnilar : 1Y :. dewSchedula j - A52 sed Second Floor Plan-Window Schedule Asa Propos 'c Plan-W(odow schedule A5.4 Proposed Front 'on-Window Schedule .. ✓y, .. 1 _ A5.5 Proposed Right Side Fdeve -Window Schedue -, A5.6 Proposed Rear Elevation-Windowule Af.I---Ewpaaedlnft-Sid>6levaaan-W�dewScha�aN 74' Garrison Trust Residence Schematic Design Package 74.Garrison Late: R7ianno,Massachusetts 1i d an hewitson Architect AIA I a: _ • yr; 304 Victory Road Quincy,MA 02171 (617)471-5200 Fax(617)471-6009 l j 'I I {I Ca . rj r N Ii • qo 4" _ O ' 'F T • i — —T � I I j I p I i eeaetnexr I 1—'--� i i of -` r o -r \ OBI a 00 eJ 1 1 -- , Garrison Trust Residence ( 5.02 os 74 Garrison Lane Wianno,Massachusetts,._'.- ' �m a'f-e 1NA1�I Proposed Basement/Foundation Plan rev p . - mil. --�, ---=-_ � !.., t1 R>� l•�-G--�* --- �! 1 ___ fAMILY LPOM -.F. I. RoeM I; I! I -- r RHbN EN bl M Li YII(4 Roots it 7 ..� .. � � ti ""re. ,-i I Q LJ ❑ �I�vJ mow"— `I _ - -wr/tN b/IF•� 4�:. LIJ fl '1 }-; ' ' Il_E -, b, \�. �I'- r I i `� ►atilAl' ewe � i �. µpp 1{I( - -� �.•� II teFeH `\ f I i 'rAxff[ — `�' 1 :� 7 t f.rv. ¢K. x• �- - I , ;I� _ �/ ,,L_.l i� II vaernxo V� ( �• / lrc.rx�1 r '. Aui�T� I r t, ,' _ 4 _ _ V ' qa 'fF n Mo17R ooM I^`t - __ --__. '- — .� _ _; wef e' I'�"�--�I _•I. I.!.; t 1 � aP. —NVVFs eM tFR4H �� i I - foYEK i 1fAIR N,ti:J „" tit T I . d �_ rv✓� NF. _ to L;RseM wd J, .`��,LAY. •-:'cl..�iflf LL__ /ANiFj .., :j.. -- ._� •.__ �.__._. .—__ _—._. - —, nv.�Y - I 1-- Z 74 amson Trust Residence s.ozas son Lane Wianno,Massachuseus 58)84eP. Proposed Fmt Floor Plan 718 A'-O' A1.. i PoF ! Pilo I ! --- I -- it`I I y,' - _ '✓ 'v> i\+y,�,a Ir w_� - - MAIiTf EA mm, __`•7 1 - � I. �i-- 1 r.—� 1 . \I DEDRoowit _ _._ `t 1 lu"b ll ;II s'e� I J' _ I, Ir;A M1'�' wv. '--7 .i i"`I la',ai _ I ,_-_ _ •. MAhtEF Ddd i :I � I � _.V!-•% _ - D E- tl. i` nllr.n Uf i- .. 3 ! I DAbn HAIR I4:— � p FA bK AASL I�. r t—_.�i_I „J i7AIF IA i ' en,r A. :I I I r' Is s 9,IA0 Gbly I 74 Garrison Trust Residence 5'02.05 A 1 74 Garrison Lane Wianno,Massachusetts I Proposed Second Floor Plan Ala" t•-0" _ J , r � \ r A. �l __ - ' ..... _.. _........._. U o OI _ i '� •\� --� I I IV RIP I A< 10t5 Gaf. 74 Garrison Trust Residence 5.o2:05 74 Garrison Lane Wianno,Massachusetts L Pmposed Attic floor Plan . . . . ........ ... _ .......... ..... . --uFounaalionPlan FROM :down cape engineering inc FAX NO. :15083629880 Dec. 13 2005 03:16PM P1 Ao(,nHmmVl of rt gionwry rcrvr.a:. Public llcnitb nivisiole na(•���1 �- - lAll Mnln Flrccl,11yannl,MA 67.60I '■'�. J1.' �.z� 6 I ( S�lil.Suitaliilify�,csessfilent for Sewage,Diswo'sal i r..r.nton Ad,bea 7 tf (y,rro I.. 4t,n r I Ass•..nr•oMyJPnrcnl: 1 rl�:�d'j � NCW Ct7A15fttntlGPlppN�-,L fU,' 0. •—. yc,— .. t I■nd Usr. 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A,1J• ..— .I �'' •b i.. al:' �._...k.l '(f;• ifll l' - E"r 14 '' 171rsNlMlnr, 'Qna nl?" - I .' yrlJ TIrM At R[mU'.eannk•11n,o@� rYqev . .._ Slln r■ltul:....._ AA+Vltnnnl't'w.,brR NOr,,lyd(rM1._: cttnSPimbllllyrl■+rasmcnr:,:tltnrrnvcd •^ - _ • p.ttdnnl:R,Illroll+•yuhUHpton O1,avPv■IluulinlcUal■Tn11r.CaDlltld.eUOuPuck--'-- ' • Q:rn+AL'ntnvrll`tatCYURAA { P fSLurn � ,••`�T�arrre 1Wu11 9vurbac,.S6:nrs,IRuldc:e} T� 0 O a S 0-7 l?aro fo hR IIqu..' es cam u7 �. Irq�im+ $nif lrmhm Sol 7esWIt, nE Cnfcv f.Gollliep lSwcnc SlnaQiBalk+s>- - . yecrme<ln.) tuso.l1 R�¢m .,•.0 m �' r �-I SA CD h. Snl Oegih fiom Sea lhduu Soil Te,w.e In Pfilllir{g lSlrvcnlre,5loee.0�uldael. Y Z • Sono.C-? _ ligDA) lsfr'm`• �,IL, O Vl — 19 00 rki lD co m ih rren sa�h.�n 4,d teztve rl ` 4huslae.�alncL ngddrns. Suryatc Ca) J • � d Fiona I M1211ce RatCB-IF: fn �1 - m a Ya—A �. m F'IRfP 9rp yea lvsn�' No__ Ycs lVllhlo lOC)eu Br..til Imnd+7 N0-- -'� rrle F rviuus Tlalst'91 �._ � 1 3 Hors at lsl four(eel of nelnral Fy ooca ni:g prrvio��erla!exla in An areas obtcrved Iluc ugfical IFw N area Flepgsgd lb,the mil abwr'p4iwl vystanl . If not,'that is the:depth o(nah­ny nmrcrmg l�rns s matuPal? AJ i 1: ftb{e)i have Ord lbe w+l cvslvatrx,amim{icm nppra scd b)'1�', gal. III Town of]BArnstable P# - ' Department of Regulatory Services 1 , arA6f$. Public Health Division Date 2- . 200 Main Stree4 Hyannis MA 02601 J �rfD Atr.'lF i //.nn 1r-� / I Vo Date Scheduled /�/"?/ _5 Time Fee Pd.�_ PL SC({c�b U L&t 13 jel H to ' Soil Suitability Assessment for Sewage 1)5(,iiV osalq Performed By: k`t' C-Uck L Witnessed By: LOCATION&GENERAL INFORMATION { Location Address Owner's Name �f G/1 e�-'s o V Lr/ ✓X. T5�GFi�C'Qi S 7(L L /� cl �vcc r' 3 40 7 1 OSTL7C iJrGG�, /£✓I�S I Address C2•t/G tires t�q rzo tr.�e PC Engineers Na Assessor's Map/P;rcel: �" I me R•x• GIrL5o J NEW CONSTRUOIO EPAIR Telephone# •sD srZU i iLand Use Slopes(7.) ' Surface Scones Distances from: Open Water Body ft Possibie Wee Arca ft Drinking Water Well •ft I t Drainage Way- ft Property Line ft Other ft SIKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locale wetlands in proximity to holes) I { i i I i ' Parent material(ge(Jlogic) Depth to Bedrock Depth to GroundwaGdr.Standing Water in Hole: I Weeping from Pit Face Estimated easonall-li h Groundwater i i Estimat S .g I ' DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: In. Depth,observed standing in obs.hole: ID, Depth to soli 17101tIP.a: i Depth tolweeping from side of obs.hole: i in. Groundwater AdjuatMent ,,,lft• i Index Well# Reading Date: Index Well level ' Adj.faetor•.••._,s_Adl:OwundwalerLevel,••,.• ' Observation PERCOLATION TEST . Date T4- Time at 9" Vole# - Time at G" ' Depth of Pere Time(9„•G') Start Pre-soak Time.@ � i End Pre-soak i Rate Min/Inch 'Site Suitability Assessment: Site Passed Site Failed: Additional Testing-Needed(YIN) Observation Hole Data To Be Completed on Back Original: Public He�ttti Division --— ' i ou must first notify the ' ***If percolafiion test is to be conducted within 100'of wetlandry Barnstable C64servation Division at least one(1)wedk prior to beginning. tFROM :down cape engineering inc FAX NO. :150e3629eeo Jan. 04 2000 10:05AM P1 'DEEP OBSERVATION HOLE LOG Hole it Depth from Soil Horizon Soil Texture Soil Color Soil 1, Other ' Surface(in.) (USDA) (Mrinsetl) Mottling (Struc vc,Stone-%Boulders, Consistency. ra el p -izILL- �i 6wc DEEP OBSERVATION HOLE LQG. Hole# I Depth from Soil liodztm Soil Texture Soil Color Soil Other f Surface(ie.) (USDA) (Mansell) Mott Stones,Mottling (Structure, Douldera. ConsIttency.%Gravel) 2-2 - e7L_ COYl 'I -l y-7 ;UEEP OBSERVATION HOLE LOG Hole# ' Depth from- Soil Horizon Soil Texture Soil Color Soil Other Surfece(in.) (USDA) (Munaeil) Mottling (SWcture,Stoees,Boulders. one' ten 1 i i 'DEEP OBSERVATION HOLE LOG Hole## Depth from Soil Hodzoo Suil Texture -soil61or Soil Other Surface(In.) (USDA) (Mansell) Mottling (Structure,Stones.9oolders. j Cnrmistency 96 Oarvef) j W I ' Flood Tnsumnie Rate May: AlravcSPO year flood boundary NO— 'Yes � Within IOU yrarboundtuy No— Yca ' Within 100 yeir(loud boundary No— Yea FROM :down cape engineering inc FAX NO. :15093629B60 Jan. 04 2000 10:05AM P2 i cC-30-2005 09:52 A.M.'WILSON ASSOCIATES 5004209795 P.02 10.0 EAlfstJny Poo/ .40 . EX/af?f9r..�oJrs / r�x 'E "' �'" ✓ ! _-_ r _+ 4. FENCE T xlsth7g Sj,&jkc-,� Ex fJrr d! r 13 9 Qscpnry pocv t''r . .Q xc ;s, { • : -g ; --�___.'�.L FEN E Pr ®®d Porch ,t�•,r ,i �, `` ch CrUge- ' .r {_'. -, •:r. _- _ _ --r'r.:�,r,1 1 F,f'F.• 13�7S tS�k C�ais;inCJ C.fd ,r' • '•. �� r 'A'�'l�ir7� fJ%'r.vnr`•1tru: I-r-f c ' � ^C/�IrC �'ti•,�h�-1,r ___. %'�m,�r:1 •I' .ab.� ,' '} a -'GAF r �•� f PROP. �,�oa ALLON H ' 20 L ADING— SEPTICTA K2 c ,T w n�,. ;s' 3 t z.5y 'g PR P. c�FY CHAM$ER o —2.0 LOADINr �. q t ti Exrsfrhg ro �) J Stnry �� �2 TIN n /i�,Q I K ND , C1�, '' F.F,F.a15,91 , c 'tr 42' SA LD . SING CNk £ :crd f } 1 +~ JV. EL 11 �' i J a � f � ci •. � VL Pr DING ` I �( �I� L� SEP N #1 i \ ► { s, tL La I"t••� •+R� !u'A DECK •� TOP of (COAS RetvrnirIg iYn10 tl._� - ___- t 1 '"i-✓, r+;�4L:��-�''L.J. S r�t�r..; Gil AND CON( Q1 ICI ' ' From: Town of Barnstable A.M. WILSON ASSOCIATES, INC. Assessors Map 114 3261 Main Street P.O. Box 486 BARNSTABLE, MA 02630-0486q. 1 (508) 375-0327 FAX (508) 375-0329 } ZA s i c� 416 a � y • � a A i � • A ti� 5 b PC 60, f `•`7�.5 3,.0 f \ N s ' v c 91 o� %-too ►�• a Oio;M ui 1,0 I 6 � J 90 � «.® eJ�F 9 ` • s� 9� PAS qPF• � c•~�� a 12-2 �` ti_��X• - 1.03 VFW4D 1 WILT \ � � •b.1 AC.TdA,L Vt \A • ayp4 ,S 449- E . i'ARED UNDER THE DIRECTION Of THE V AiV E 14 VARNSTABU BOARD Of ASSESSORS. l� - WAL¢ I'•(od- . AVLS AIRhWINC.------_-_•_. PRODUCT 204.1(Single Sheelsl 205-1(Padded) r /IIR 1 (974fl I 8 6 F,.0_jQ "'It 7 -- 03 / Al 17 NU R GROUNDWATER CONTOURS 1 92 J FOR THE TOWN V j NECip - 62OF BARNSTABLE N J- .6.,l MASSACHUSMS U w THE 7 1 T'l ARNSTABLE, MASS. a ATE D MAMA. PREPARED BY. INFORMATION SYSTEMS DEPARTMENT L60K% Geographic Information Systems Unit �- — Ce 1� / N717.1 40 E Existing 4'High Stockade Fence - Fnd-N -\1 - 414.10'. CLEANOUT ° I °ei Utility/ �, _ ec - 1=75.75 4'PVC � - -) - � Exist. Wol/ - ` °PVC TO PUMP CHAMBER- To E/.=17.7 1 1 �� •Chimney P p a74 rSeptic Tonk f �. - VENT ) /Pur»p I 0 a ASBUIL T `v STORAGE 2 BEDROOM - SHED - CARRIAGE HOUSE I =Copini _ W BEL AGE t w ,' ExisLhg F _ Boot House y 1 •� 'FFE=13.2 1-12.23-1=12.8 i Asbuilt Septic BURIED ELEC. CONDUIT - �� -.`-- '„'.94` k R System Plan LIMIT OF STONE -� 4'•ON SIDES& W _ EXISTING 1,500 - 0P GAL H2O SEPTIC O -,D 6 O 3'ON ENDS - I C ° 74 Garrison Lane TANK - „ - teed I=11.56 1=11.3 1 - I DecDeci. -Step 1=11.5, V 4' PVC Exist. 1 Coro a lrr\�y - Storie WC// 1=70.72 Sep tic _ F.F.Emf,3f25i �' Cor3trol ' I Tmbe Osterville, MA (4)EXISTING 500 GAL LEACHING CHAMBERS 1 - \`/ <I y TOP OF CHAMBERS"EL-11.1 1 % I L a w n ( Exist. m• I - Sep tic - I E t - a 12' ¢1 I - l 3 ¢ La �}n °m - ° con I I� •c��IZH OF'1LI6�C OF/,u'\ of o• a' m E H. a F° ARNE H yG` m x -0 OilALA o OJALA N No.26348 IVI .L a w n °o, e .o .3 x l r O G ,Lightpole 1 .. I I - I //� 1 D _ ARN to I L.S. - • v f Story I ro g) I oOw R I F.F.E t769 i :° n p� 20"Con. - - o I off. 508-362-4541 Notes I fax 508 362 9880 Scale:1"=20' down cape engineering, inc. 1.The Purpose Of This Plan Is To Show The Asbullt Septic 3.Property Lines Shown Hereon Were Compiled From Land Court Plan 2664-55 System For The Existing Boat House And The 2,Bedroom And Do Not Represent An Actual Survey On The Ground Carriage House With Garage. ` 0 10 20 30 40 50 FEET CIVIL ENGINEERS 4.t7evatlons Are Based On N.G.V.D. 2.The System Was Located On The Ground On June 27, LAND SURVEYORS 2003 By Down Cape Engineering,Inc DATE: DECEMBER 14, 2005 939 main St. yarmouth, ma 02675 nrrc 4ny-9R7 ACRI III T SFPTIr. PI AN JAN. 3.2006 12:04PM BARNSTABLE BOARD OF HEALTH Nd.709 P.1i1 ' POLICY 0 January 5,1999 Town of Baxnstab►l r6 Board of Health P.O.Box 534,Hyannis MA 02601 Office: 508-790.6265 I Susan O,Resk,R,S, FAX: 5OS-790-6304 Sumner Kaufmann M.S.P,H. Ralph A.Murphy,14.D. I January 9,1998 ' hoard of Health Review Reaufremeats:RxoirattonA and Conditfops oY Qutaide Dfni,ae Varf�ces fjeease Trap Varfances and;T�ifevuard Mni iificatfaas 1. Aaite plan review appliga on fps 0sa1 ricin f1pfIY1;+a;,,,i;,.ation t0 construct an onBiT.e i sews a dis oral s sCcm designed for a dwell in or buildi co S np 1181tIlg_IIf��c 61 hedr�oma Or IIibre sE be r b the Board of Health at a regularlyscheduled u ' He t for Game, . { 2. Outside dining variances,grease trap variances and lifeguard modifications are to be granted without An i expiration date. Thus,no such variances or modifications would expire only-one year after issuance, j 3. Outside dining variances,grease,trap variances,and lifeguard modifications are not transfereable to i another person,business,or corporation. ' 4. The Director of Public Health shall ensure that the conditions of the variances granted,or any other special restrictions,shall be printed on the annual food permit or swimming pool permit. If there is insufficient space on the permit to list all the variance conditions,the Director of Public Health,may shorten sentonces and/or print the most significant conditions on the permit. I 5. The operator of the food establishment or swimming pool shall onsure that the Board of Health variance decision letter shall be posted in an easily visible location adjacent to the food service permit or swimming pool permit,in an area which is easily accessible to a health inspector anytime inspection j are conducted. i 6. Non-compliance with anyone of the conditions of the Board of Health variance decision shall result in the,issuance of a non-criminal citation of$50.00 per variance condition violation� P va anon to the operator of the food establishment. Each day's failure to comply with a Board of Health variance condition shall be construed as a separate violation. 7. In.-ground grease traps shall not be required for fed and breakfast establishments with nine guestrooms or Iess. ' S. In-ground tra s shall gro grease p 1 not be required for food establishments which only serve coffee and continental breakfast. 9. In-ground grease traps shall not be required for food establishments which only p re are food items p which meet the Board of Health(grease Trap Variance Request guide(copy attached). JAN. 4.2006 10:02AM BARNSTABLE BOARD OF HEALTH NO.713 P.1/1 E januuy 3 1998 { Town o Barnstable' ' a 'bum Board of Health '{ P.O.Box 534,Hyannis MA,02601 Office: 509-790-6265 Susan Q.ltaek.R3, FAX: SOS-790-6304 Sumner Kaufman,M.S.P.K '1 Mpb A.Murphy,MD, i January 8,1998 card o�PHealt�R ,ew�teauireAtsa�xoirat5ons and Con 'tions oYOklfss a Dining_Variances. Tran VJiauces and Lifeguard Modifications ' L e A health inspector or othe r t o� p gent of the Board of Health shall forward every application for disposal # worka construction permit which exceeds six(6)bedrooms on a single lot to the Board of Health for review at a public meeting,prior to issuing or approving any such disposal works construction permit. . 2. Outside dining variances,grease trap variances and lifeguard modifications are to be granted without an expiration date. Thus,no such variances or modifications would expire only one year after issuance. Outside dining variances,grease trap variances,and lifeguard modif�ca 'gut atone are not transi;oreable to another person,business,or corporation. I ' 4, The Director of Public Health shall ensure that the conditions of the varianoes granted,or any other special restrictions,shall be printed on the annual food permit or swimming pool permit. If there is insufficient space on the permit to list all the variance conditions,the Director of Public Health,may shorten sentences and/or print the most significant conditions on the permit j .5. The operator of the food establishment or swimming pool shall ensure that the Board of Health variance decision letter shall be posted in an easily visible location adjacent to the food service permit ' or swimming pool permit,in an area which is easily accessible to a health inspector anytime inspections j are conducted. a 6. Non-compliance with anyone of the conditions of the Board of Health variance decision shall result in the issuance of anon-criminal citation of$50,00 per variance condition violation to the to of the food establishment. Each day's failure to comply with a Board of Health variance condition shall be construed as a separate violation. , 7. In-ground grease traps shall not be required for bed and breakfast establishments with nine guestrooms ' or less. '. 8. In-ground grease traps shall not be required for food establishments i 4 bIrshments which only serve coffee and continental breakfast. 'i 9. In-ground grease traps shall not be required for food establishments which only prepare food items which meet the Board of Health Grease Variance Re � 'nap quest guide(copy attached). 10. Septic system variances expire three(3)years after date of issuance,unless otherwise expressed. { 1� Page 1 2004 Mass. App.LEXIS 1169, 1; 3 of 16 DOCUMENTS 1 FIELDSTONE MEADOWS DEVELOPMENT CORP. vs. CONSERVATION COMMISSION OF ANDOVER. ' No. 03-P-5 7 1 I II APPEALS COURT OF MASSACHUSETTS 1 a 1 2004 Mass. App. LEXIS 1169 , ' April 7, 2004, Argued October 14, 2004, Decided 1 - PRIOR HISTORY: [*1] Essex. Civil OPINIONBY: DUFFLY li action commenced in the Superior Court Department on June 18, 2002. The case OPINION: was heard by Barbara J. Rouse, J., on DUFFLY, J. Acting under the motions for judgment on the pleadings. Andover wetlands protection by-law 1 (town by-law), the town of Andover's DISPOSITION: Vacated the judgment conservation commission (commission) of the Superior Court and remanded. denied the application of Fieldstone li Meadows Development Corp. 1 LexisNexis(R) Headnotes (Fieldstone) to perform work within 100 feet of a protected resource area. nl Fieldstone sought Superior Court COUNSEL: Howard P. Speicher (Ann review in the nature of certiorari. G. L. c. Marie Sobolewski with him),, for the 249, § 4. The parties filed cross motions pIaitIff. for judgment on the pleadings. A Superior Court judge allowed the Thomas J. Urbelis, for the defendant. commissions motion, and a judgment entered affirming the decision of the ' JUDGES: Present:' Beck, Duffly, & commission. Fieldstone appeals. Mills, JJ. 1 1 f I j nl Statewide wetland protection land closer than 25 feet to a wetland '! standards under G. L. c. 131, § 40, boundary. Special justification will be the Wetlands Protection Act, are required for any proposal that seeks [X3] not relevant to our determination in a lesser distance. Applicants for less this case which concerns, solely, distances will q ll be required to show in E j the commission's action under the detail that no damage occurs to the town by-law and a purported local adjacent wetland." The commission in "policy." essence decided that, because '# Fieldstone's proposed work was within [*2] . the no-build zone envisioned by the i We conclude that the commission policy, Fieldstone was required, but 1 � impermissibly based its denial of failed, to meet the burden imposed by Fieldstone's application upon a policy the policy that there would be "no imposing a "no-build" zone not damage" to the protected area. The 'a commission's implicit asswmption that otherwise found inthe town by-law or any regulations promulgated thereunder. any alteration occurring within the ' twenty-five foot area would have an. 1. Background. Fieldstone seeks to adverse impact on the wetlands was at i develop a five lot residential subdivision the root of its determination that the located off Porter Road in Andover, and application also could be denied under filed a notice of intent (hereafter, various sections of the town by-law. application) with the commission seeking authorization to perform work i g ? on the land within 100 feet of a n2 Although the notice of intent protected resource area. At issue is details several aspects of the Fieldstone's proposed construction and proposed project that required the ' installation of a detention basin within commission's attention, in denying twenty-five feet of the bordering Fieldstone's application the vegetated wetlands. n2 The basis for the commission focused only on the commission denial of Fieldstone's fact that the proposed detention application is a policy providing for a basin would be located within twenty-five foot no-build zone that was twenty-five feet of the bordering 'j not adopted as a regulation. n3 The vegetated wetlands. We confine genesis of the policy is not apparent our review to the reasons given by ' from the record, but. it is described by the comimission for the denial of the commission in its decision denying the application. Cf. Canter v. ' the application, as follows: "Effective Planning Bd. of Westborough, 4 January 1, 1999, the Conservation Mass. App. Ct. 306, 307, 347 I Commission will expect proposals to N.E.2d 691 (1976) ("The Superior locate no alteration or disturbance of Court's review, and ours, must be I confined to the reasons for 393 N.E.2d 858 (1979). Our review disapproval of the subdivision plan gives no special weight to the view of stated by the planning board"). 1*41 the Superior Court judge. Doe v. Superintendent. of Schs. of Stoughton, 43 7 Mass. 1, 5, 767 N.E.2d 1054 (2002,). n3 Section 11 of the town by- 3. Discussion. a. The no-build policy. law provides that the commission We agree with Fieldstone that the shall promulgate regulations, after commission's denial of Fieldstone's due notice and public hearing, application was improperly based on a ' "requiring the maintenance of an Policy existing outside of the regulatory undisturbed vegetated buffer of not framework. "In the administration of more than 25 feet from the edge" controls limiting the use of land -- as of any areas protected by the town with any exercise of the police power -- uniformityof standards and enforcement ' ? by-law. Although the commission drafted such regulations, it is not are of the essence. If the laws are not suggested that such a regulation applied equally they do not protect ' was adopted and in effect at the equally. Fafard v. Conservation time the commission acted on Comm'n. of Reading, 41 Mass. App. Ct. j Fieldstone's application. at 569, citing SCIT, Inc. v. Planning Bd. of Braintree, 19 Mass. App. Ct. 101, j 106-111, 472 N.E.2d 269 (1984), and 2. Standard of review. The standard National Amusements, Inc. v. Boston, 29 of review under G. L. c.. 249, § 4, varies Mass. App. CL 305, 312, 560 N.E.2d 138 according to the nature of the action for (1990). n4 Cf. Newton v. Belger, 143 which review is sought. Black Rose, Inc. Mass. 598, 599, 10 N.E. 464 (1887) (city v. Boston, 433 Mass. 501, 503-504, 744 ordinance exceeded scope of fire N.E.2d 640 (2001). T.D.J. Dev. Corp. v. prevention statute where it gave board Conservation Comm'n. of N. Andover, of aldermen "the power, by refusing a 36 Mass. App. Ct. 124, 128 (1994). We permit, to prevent the erection [*6] of review the commission's denial to any building . . .for any reason which determine whether it was arbitrary and maybe satisfactory to them"). capricious in that it acted for reasons ' "extraneous to the of the prescriptions regulatory scheme, but are related, n4 The conservation ' rather, to an ad hoc agenda." Fafard v. commission in the Fafard case had Conservation Comm'n. of Reading, 41 promulgated a regulation requiring Mass. App. Ct. 565, 568 (1996). [*5] a twenty-five foot -- "natural Compare Love uist v. Conservation " p q vegetation buffer strip" adjacent to Comm'n. of Dennis, 379 Mass. '7, 18, the wetland and refused to issue an S j order of conditions because of its Franklin, 56 Mass. App. Ct. 842, 846- ' opinion that the proposed work 848, 780 N.E.2d 944 & n.6 (2002) outside of the twenty-five foot (planning board denied waiver of buffer strip would have secondary regulation in part due to change in }` or potential impact upon the buffer policy that previously had encouraged I area. Fafard v. Conservation dead-end streets; not arbitrary to enforce ' Commn. of Reading, 41 Mass. App. regulation). Ct. at 567. The court concluded there that the conservation ' commission had no authorityn5 That the policy did not to require a buffer zone wider than require uniform application, and the twenty-five feet established by was subject to arbitrary invocation, Ylanguage is evidenced b the of the regulation and that the jconservation commission thus had policy itself, which provides that acted arbitrarily i g n denying a "special justification" could be permit on that basis. Id. at 570. advanced for proposals for building within the twenty-five foot zone. As one of the commission. Relying on these principles, we ' conclude that a no-build zone "policy" members stated at a hearing, the 25 'feet concern was not one of not lawfully adopted as a regulation and i slavish compliance." containing no requirement of uniform ' application, cannot form the basis of the Notwithstanding our ! recognition that the policy may not i commission's denial [*7] M—this case. n5 P Y Y '! The decision to deny the permit on the have been applied to all applicants, if 'a lied in accordance with its basis of such a policy was therefore PP arbitrary. See Fafard v. Conservation terms as it was to Fieldstone's application, the policy operates as Commn. of Reading, supra at 572 ("The PP , P Y P criteria [the conservation commission] an absolute bar to constriction applied were devised for the occasion, . within twenty-five feet . of the I ' rather than of uniform wetlands. It is no defense to a applicability. Thus flawed, the coimmission's decision challenge to enforcement of the '1 was arbitrary"). Cf. Beale v. Planning policy that the commission chose Bd. of Rockland, 423 Mass. 690, 696, not to apply it uniformly, 671 N.E.2d 1233 (1996) ("A planning particularly when the commission board exceeds . its authorityif articulates no principled basis on requirements are imposed beyond those which to apply or waive the policy established by - the rules and in a particular case. regulations"). Compare Lakeside Builders, Inc. v. Planning Bd. of [*g] 4 } i • b. The town by-law. The commission n6 Section 1 of the town by-law argues that, even if the denial was not provides that such values include properly based on its twenty-five foot the protection of "the wetlands, no-build policy, its action may still be related' ' water resources and upheld because the commission in its adjoining land areas in the Town of j P � J g I decision, also invoked § § 2, 7, and 8 of Andover." j the town by-law as alternative bases for the denial. °F The commission's findings ' These provisions extend to the demonstrate no consideration of the commission the general authority to particularities of.the proposed detention regulate activities within the 100-foot basin or of the evidence as to the actual buffer zone, and set out the criteria upon or potential effect of the proposed work which it may deny an application or on the adjacent wetlands., It is apparent, approve it with conditions. There is, despite invocation of the town by-law as however, nothing in these provisions or the ostensible basis for its decision, that ! any other provision of the town by-law the denial was in fact based entirely on creating an absolute' bar to activity the commission's assumption that only a within the 100-foot buffer zone. Under § twenty-five foot no-build zone will ty- a 2 of the town by-law, specified work in ensure that the proposed work will have . the protected area is prohibited "except no impact on the wetlands. n7 Compare as permitted by the Conservation T.D.J. Dev.' Corp. v. Conservation '! Commission." Under § 8 of the town Comm'n. of 1V Andover,' 36 Mass. App. by-law, the commission may deny, or Ct. at 129 (where commission found that approve subject to conditions, an proposed work.-would impact adjacent j application,for activities that "are likely wetlands, imposition of twenty-five foot to have a significant or cumulative effect no-cut and' [*10] fifty foot no- upon the values protected" under the construction condition on project was P : P J town by-law. n6 The commission may, within "reasonable range , of the k pursuant to § 8, require an applicant to commission's , authority to regulate maintain an "undisturbed vegetative activity in the [100-foot] buffer zone"). cover" if within a prescribed distance Here, the commission's reliance on such from protected resources, "unless [Y91 an assumption was legally insufficient to the applicant demonstrates that the area support the denial. -� or part of it may be disturbed without harm to the values protected by this by- law." n7 The coininission found that a twenty=five, foot no-build zone would afford greater protection to the resource area, and noted that. 5 this finding was based -on See McDonald's Corp. v. Selectmen of ' information obtained by certain Randolph, 9 Mass. App. Ct. 830, 832, unidentified commission members 399 N.E.2d 38 (1980). ' ! at a seminar they attended ► I So ordered. p y sponsored b the Massachusetts� � Association of Conservation Coirunissions entitled "Use of Vegetated Buffers as - Water ' Quality Technique." We recognize that in a specific instance the ! commission could well find that a �! proposed activity should be i precluded because it does.not, for { example, "avoid or prevent unacceptable significant or cumulative effects upon the values ' protected by [the] by-law [or that] no conditions -are adequate to j protect those values." Town by-law § 8. Such a finding must, however, be supported by substantial ' evidence. Lovequist V. Conservation Comm'n. of Dennis, 379 Mass. at 17-18. The commission's reliance on j anonymous ' sources alone (the ' scientific basis of which was not identified) would not be sufficient to constitute that substantial I evidence. - ' 4. Conclusion. Based on the ' foregoing, we vacate the judgment of the Superior Court. -A new judgment is to I enter annulling the commission's denial I of the requested order and remanding I q g the matter to the commission for further ' proceedings consistent with this opinion. i 6 r � � 1 1 1 1 1 1 1 1 1 1 1 .:-•r TOWN OF BARNSTABLE v SEWAGE# �) LOCATION / VILLAGE LC6 _ASSESSOR'S MAP&PARCEL fir ' INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY 2- ~- A Ck-') 5 LEACHING FACILITY:(type) S"00 6,941 C, (size) 42- NO.OF BEDROOMS OWNER Cc J PERMIT DATE: r ,� 0'f COMPLIANCE DATE: �� Separation Distance Between the: -Maximuxri 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 withiri 300 feet of leaching facility) Feet FUR1vISHED BY � 7T 31-© lc %® a � i No. OV� g �� Fee THE COMMONWEALTH OF MASSACHU;SETT§ . Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplication for Mi5pogaY *p5tem Construction Permit Application for a Permit to Construct(,) Repair( ) Upgrade( Abandon( ) Complete System ❑Individual Components Location Address or Lot No. I-el Owner's Name,Address,and Tel.No. ps -9se XZwc.>— ..eu s r" Arost e 3�A9 iCu5jAlaR�C/. U Pl1�LZ° Assessor's Map/parcel j/ �'� 64l6/v7 (Ci 770At!/t e )FDSTOA/ 0 Z/W Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Zae.TbGOTI/ 7r7aA RpBe-rr b A.4�k4G f e 4e,3' zn/b u s SO /CCC A. 0_0 ZO QAc"IT lZb Type of Building: Wi4Ft25TaAx W AVe4s , W-A OZC,f-5- Dwelling No.of Bedrooms S Lot Size of ABC. sVr.* Garbage Grinder ( ) Other Type of Building No.of Persons Showers( } Cafeteria( ) Other Fixtures Design Flow(min.required) %S,s-0 gpd Design flow provided 1$'& ! gpd Plan Date iIIL�0 Number of sheets / Revision Date /,6volo Title ,�is�6ce4FR� RG� rSPc9 i Size of Septic Tank /;So0 G'RL ype of S.A.S. Description of Soil .5�� C10GS CAI G�64-.t1 Nature of Repairs or Alterations(Answer when applicable) KePLALC Tcc2Q s1 tiG0-7 Cr-s s Poo c_ s-T-em S Trt 6T--?,L1 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 Ce ificate of Compliance has been issued by this Boar of l� �J Sign —�4 Date // l Application Approved by % Date Application Disapproved by: Date for the following reasons Permit No. Date Issued ;;..• � t+ Fee k5o j e ' Entered in computer: THE COMMONWEALTH OF MASSACHUUT?S� Yes PUBLIC;HEALTH DIVISION 'OWN 0, BARNSTAdLE, MASSACHUSETTS j Aor ZIpplicatioln-for Migpo5al *p5tem Con5truction Permit �a N * Application for a Permit to.Construct O Repair O Upgrade( Abandon O Complete System ❑Individual Components Location Address or Lot No. ���-/s�'�� G,C}At� �-c/ Owner's Name,Address,and Tel.No. _ p,5r&-71 e-,90,tl cr.2,- i", s r Assessor's Map/Parcel, 6a1-15- /ti17'62CAIA c: !'(,?C'C $057"0A/ Installer's Name,Address,and Tel.No. Designer's Name Address and Tel.No. a; Fyn 7rOG a7-1/ oevA/Sr/'4 e i;'D�C/ NO cVErvr 4�1 La+« PE' F!S zn� use eA. )k,►4,t01e 5Oi(l 1056-o C 14 &9 W P_4 c'.64 t c/ P-A r33!T 1`a U lL/%d :,Type of-Buildiin' MAC 5T<f kf- AtrcGs , W A O��yr� f Dwelling No.of Bedrooms S" Lot Size -4•S n sqisft: Garbage Grinder ( ) _* Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) p gpd Design flow provided gp N, Plan Date :z Number of sheets / Revision Date i Title �u�,6u Cr-:9nE �siJfaGc �Si'c��5�4 c- �y5 r°m ` Size of Septic Tank , /J"o 0 GnG Type of S.A.S. CY4-W 3 .5 Description of Soil sew e,o -Al Prl-5-xi T Nature of Repairs or Alterations(Answer when applicable) ('L_A(r� ttGc 0,-5 s Pc�� �- 6 a A 4 n rta -r- o T-T p <u kf7—e-_?" .ate last inspected: , 'kirpernent: I 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 r Compliance has been issued by this Board of Health. a Signe / Date Application Approved by ,��/� s [,� /� Date Application Disapproved by: t Date for the following reasons > Permit Nol;,. Date Issued ''. '� - ° ------------------------------� . ; ————————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded( ) Abandoned( )by icf-f at aV Goa rti t_t sv ill c-A./ e-9s 7�2 e'/c has been constructed in accordance i with the provisions of T' le 5 and the for Disposal System Construction Permit No. \ -dated Installer � � I n q Designer (' l 1Scn p #bedrooms Approved design flow 'Cj 5'6 pd The issuance of this permit sh .I not be construed as a guarantee that the system rll func i d sign Date ���// Inspector ---------------------------------------------- No. ^�D _ Fee� V THE COMMONWEALTH OF MASSACHUSETTS- - PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS lwigool �§p$tem Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at Grit �.✓� ,°r,-5 A i and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Constructio musl be completed within three years of the da re ofE� i Date �� I Approved b L_ 61 . I ' P# I I' .- Town of Barnstable oFTM� Department of.Regulatory Services araa— 'Public Health Division Date S 5 f `e$ 200 Main Street,Hyannis MA 02601 ♦rFa IAA► hh / j Fee Pd. o Date Scheduled J / Time__ 1 i 10 ,Foil Suitability Assessment for Sewage Divosal co Witnessed By: Performed LOCATION&GENERAL INFORMATION Owner's Name -YV G�1C L,ccl- 4��/ ✓ • Location Address'T S�GGFiC2i 50(C L�j- & O•ST�.VJ�«�=, �'f 9"?S I Address 3nsTok i� Q Engineer's Name R•M• �/L�c�� /q"3snf it.Ct Assessor's Map/P;rcel: //// ! L,2ar I •s0 Y ZU " c">Z. NEW CONSTRUfT. ON REPAIR ; Telcphonsfi Land Use Slopes(70) Surface Stones Distances from: Open Water Body ft Possible Wet Area--it Drinking Water Well ft ft Other ft Drainage Way f[ Property Line - SKETCH:($lice[name dimensions of lot exact locations of list holes&pert tests,locale wetlands in proximity to holes) t 1 . I . ; Depth to Bedrock Parent material(gedlogic) Weeping from Pit Pacz Depth to Groundwater. Standing Water in Hole: -=1 Estimated Seasonal High Groundwater_ DtTERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: In. in. Depth to soil moWes: Depth Gbgerved standing in obs.hole: I in, Oroundwater Adtustnicnt Depth tolweeping from side of obs.hole: Adj.faClor,m.�-Adl,"Oroundwnter Level,.,,_. lndex Well N Readiag Date: Index Well level ;_ PERCOLATION TEST Date— 7li1e Fcpthof tion Time at 9" I Time at 6" Perc Time(9"-6") Start Pre-soak Time.@ End Pre-soak i . i Rate Min./Inch Site Failed; Additional Testing Needed(Y/N)T Site Suitability Assessment: Sile Passed ; Observa6oq Hole Data To Be Completed on Back Original: Public He'}Ith Division ***If percolaiibn test is to be conducted within 100'of wetland,you must first notify the Barnstable Cbi?servation Division at least one(1)week prior to beginning. n I FROM,:own cape engineering inc FAX NO. :15083629BBO Jan.' 04 2006 10:05AM P1 j DTIaP OBSERVATION HOLE,LOG ' Mole# I Depth from Soil Horizon quit Texture Soil Color Soil ! Other Surface(in.) (USDA) (Munsell) Mottling (Strut rre,Stoner,flouldcrs. to t,96 Oraren AND 2,S 6 G-i�JC DEEP OBSERVATION HOLE LOG, Hole# I. Depth fmm Soil Horizon Soil Textwe Soil color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bouldem congittency.%t? vel) 2�Z fit- TO �L[00 ,M c4ND 2 -��f6► !VG tnl6 DEEP OBSERVATION HOLE LOG hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munaell) Mottling (Structure,Stones,Boulders. Cons 1 chmelli t ;DEEP OBSERVATION HOLE LOG Hole# Depth ham Soil Hodxon Soil'I'exture Soh Color 9011 Other Surface(in.) (USDA.) (Munsalt) Mottling (Struetup,Stunts.Boulders. { i i { E ............. � flood Ynsurande Rate Man: Above Spo year flood boundary No— 'Yes Within 500 ymr boundary No_-- Y� yes Within 100 yes(Rood boundary No_..a r OU-04-2007 10. 10 P.01 AM. Wilson Associates Inc. FAX NUMBER :• ( 508 ) 4,20'- 9795` FACSIMILE TRANSMITTAL SKEET 'CC: FROM: COMPANY! DATE: FP}:cJUhiBER; TOTAL NO. OF PAM[NCLUDING COVCia .._.,e .� nm ��• t���/�`4� �✓ /'"! ���Cam" �-��� I ' - ❑ URGENT C FOR REVIEW ❑'PLEASE CALL ❑PLEASE REPLY NQT S,/CGMMttaNTS: A — _.��'�_•�.ddE ���Ti l% c5 c s-Tr=�� �Sl�'�Jil'i�G ���`:: U_ bd,e TOG a TjT L'dl(iSf IE'ltc �. [F COM�'LETE DOCUMENTATION IS NOT RECEIVED, PLEASE CONTACT US' AT(508)420-9792 s 20 Rs calfy Rabbil Road 508 420.9792 Ma,mum RUS,MA 02648 FAX 508 420-9795 OCT-04-2007 10:10 P.02 t lo:ibJ r r om;nuK i uLLi J i i 1 l.Uivzi i Jul1ZLV JJJJ Town of B.arnstable Regulatory Services Thomas F.Goner,Director I "® Public Htalth Division '➢�® �° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 tt$'fade; 509-862-4644 Fax: 508-790.6304 Installer &Designer Certification Form Date. /la r0 7 Sewage Permit# 0 Assessor's MaplParcel //Y�'�5P 119es1$a�er� Installer: Address: ?® J l j`falAddress: �✓� �' c;3n //��� ®� Ol� � ��,5/•was issued a pa:nnit to installa ate �nsealler septio system.at ����>s�� l�t ® based on a design drawn by f address _ datca bly� �� //s�� a, designer J certify that the sePL C system,referenced above was installed substantiallyy according to the design, which may include minor approved changes such as lateral relocations of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found.satisfactory. _ I certify that the septic system referenced above was inst<'�lted with. major changes (i.e. greater than 10' lateral'relocation of the SAS or any vertical relocation of any com nent ®f the septic system) but i,n accordance with State &Local Regulations. P1 revision or ceytifecd as-built by designer to follow. Stripout (if required) was inspected and the soils i' were found satisfactory. Tl9 .et's Sa ature 9 ROBISRTA. \`\� q CIViL 1 • Dcsi�ier's ignature A' �x Design �- t�-rirp: _ ere . 'PLEASE R•TM TO BARNSTABL•E PUBLIC HEALTH DVIS:IOIoT. CERTIFICATE. �.�3� �CO�'lFTJANCE WILL NOT BE ISSUED UNTM BOTH THIS FORM AND A;- ffU.JL'T CARWARF„�CFIVED BY T BARNS KABLE PUBLIC HEALTH DYW)<SIQ1V. 1C$IA YOU. ,i;1��ptic\ Aigrtcd Certification Form Rev 03-09.06.doc ` t - TOTAL P.02 6 t Cj FROM `down Jape engineering inc FAX NO. :15083629880 Dec. 13 2005 03:16PM P1 ' r)altartmetl(of Ra1lPIn InI)atrrn:c. •_ 1 • �'ublic 1�cnitU Division ��pl*�( 13�t.�—__•- 7.011 AShcl NOW.I(ymnb Mn U7601 U s nr�ym.alx E — — r�je. pptn$�Irplu(Ia1 UGleltf ram) Per.rd. ' b I Soil IS'uitabi.lity Assers.5ifierit}a•Selvage l)iVI)dSai { Rip -. i7.vne1'sN.rae r.orndun nd.L[aa 711 /yulr,I-. 1.F•^1' I 1 /N1Ap; US�rr.tr-I�e ncan..rr'IrMydCer..nL• 1'l�:Ud7 ItnOlncc r'r N.ue �)Orv^ (qPt 11 TetgJnnlo N,_ �. xr.WCUxStnmk.�7Ux r)hd Usr.,• lu ,pper � pp .. %w,m)D`.CJf-S— Smhce Slourn• 1'1�., g q ruaolAtn WnlMen U "'minWnlm well ilirtnnar nmr ripen W 111IIaY.t/= —_. -• - prwineoeWnY-N/'==• 9SC S'iIC11=(•3u innmr,.Omeminu ofbt.ellncl llrallme oflfil.WInA•ptrc valt•LrcMe lvet""I'praxbnlly In Uv6:.y � "tt r r llepllr In Uodr.ak.„ �n -. •-- •— Cnrenl ro.ralnl(Cvnlnl[ky(/�?Wit'— ( qmpffm werrinl;rhxa rN rnee tlla/V E_, _ .� t GrMh h Oreendw.ka:F[arnllus W.ItI N I Inlr.,�,..__.—. ' N o-•n�ff,yc_ I (AlhnnlcJRteaonnllUeltUrnnndwsrce- .. •— — 1 M•�lunl Uri l: — — .. �� In. Ir yll tor:,ll inMi4':— ._—. _—_In. UopL OUstvr�rinming14w6t,Lnla:, 'If ' UetOH In ectOlnG Onm rkk.ofnlK.lurk:, _, _In. l:m nuiwmv ndjnnmt+N_- { ' In.a Wall N_ � rtCanallnq Uelper:_._.-_ ru.bn Wr)1 lerd r_w,'_- Ark.fnyyww++rmr. FRO CJpunMwot..}t�evel_ r �Sfm1/ i/P .1 I ...Y A�r- •II-d"f...,_.�4.l IFROW ! I "•i"" - .. t 1 I f711:Ntnlloa�l— SS•In al?" rhpUt nrrua -iJ�—' .--.• •� F1nrUreamlk•17me8B �•nq rRm'nk -- p' —..—. _ Nile f.neO:...-_ __ nAJ�llnnnl'1'•.IUgt Notnlcd(YMy_ 1 Ftfo Srit0dl{tY A.ataarncAt 9kv C.naeJ rytlNbml;RrUlb Il�yllU Ulrlatmt OL/vYY.11nn Ito[e Vitt.Tu Ile.11-10PIcletl Oil nut:k------- - Q:[mnL'mnvrll'rmCi'UnAs . t • i { t i 'ki u� - - — {-�r v'y Jy} E� ;')TF. <i'e4.�pw)A•, ,_.K_::;..'..Y«, <¢i4 a'+ i G .u•;:<_s.<r ....._. ,....:..: . . F �S ...Sniff rh A: h A rn Soi Hnd+ni :«T far+^ II G� , 7 ,I•('1�}��J Sti.rea(m�• n�ID.y P 9 mev_Y,Cd.eLefL ;07.5 f 9� G lsrae:�SO E 0,10 j.ua pill — v rD 1� �M.;,n Fon7uw¢, nE cr.M trt�San Smf)rmhm f,4ni!ligr tSwcerrg slrm.Bw1Edi Arreacfln.) luso,�) Rim ftl vow..C, Id`4 ' ko Sct4 �� L I (�•'7` off` .;�f... ,Uo Ueiih hom soa 15�d..d s�i130A) Sn[SMme R ehuur�g [Sll.rtnrq stars,a�l,+e�. soraw C.) lL__ Z O r- m — � IV �D i c _ O �V's`.�`+.�+��. A'e3 n"'�:a..... Ti`E• ::s�r n. �:° Sy:;iB.:. 09w fnm Sril}iciuon ` h)I TtA) Dg1h rhm Sril lEa :all - Surface Cb) 1 (U577,A] IMnoirllJ Almtfig IShutive,F(ancl lloddrnr. SI N CS)Flond lasvt+aft Hate Af-2Fi _ } m ,{py, ear rko/txanlarT .+b_ Ya f N'lllio gpn.m lomas7• Na_ Ycr— ( Ii CS)�, lyllhle lOC)eu en.-d lasnhrry Ho_ Yet_ •� (rT � Fervinus i1Lf lsi:gl � � �g,iith oCTlstur-a 11 r_CLBA[L�Jt4 '� 3 I flocs al l,ot faa feet of nal_nrally O=o ing prrvious rtraleria2 rsia in nil areal obrervrd Iluougfieat the arra proposed Far the roll absorption ey:reml If not,Kfiat is th-.depth of rtan-rally""ling F`."iom maLej"t7 i (d>+e)I have pa4.ed Me. cvabratrx n3nlir$4icm nppmwd b)'d ,. �: Page 1 of 1 a.mmilson From: "McKean, Thomas" <Thomas.McKean @town.barnstable.ma.us> To: <amwilson.associates@verizon.net> Sent: Thursday, January 05, 2006 5:05 PM Subject: 74 Garrison Lane Osterville Good Afternoon Ms. Wilson, I reviewed the package submitted by you on January 4, 2006 and I determined that this application does not meet the more than six bedroom review policy criteria nor does it appear to trigger any regulations for formal review by the Board of Health at a public meeting. Also, the plan does not list any variances that would be needed or required. It is my understanding that there were seven bedrooms pre-existing at this property as there are two bedrooms within the carriage house and a determination of"five" bedrooms, as determined by total room count calculations, within the main house which is to be demolished. This proposal is to maintain the carriage house with two bedrooms and to reconstruct or build a new dwelling containing five bedrooms. It appears as though this proposal may proceed through the normal permitting process without any future Board of Health meetings or hearings. We apologize for the inconvenience. Sincerely, Thomas McKean 01/06/2006 Vv I,, T r KLME 2 A )0 :b 4-4 86 g EA N, rvi 40 N. 0 3 I ��-�, 1 f�. ).=I a. k wnY� r,r ,+ 'yi e �, / ra 7�I�'1`11 Tr E �e 1992 G D ROUN WATER CONTOURS FOR gg— 7',.% THE TOWN v, lu C 2 OF BARNSTOLE g'o"'n MASSACHUSETTS ----40 I�g 'THE 77 , R ki- t W, zcxFRRr BARNSTABLE, QM F%22 MASS. uh PREPARED BY: DEPARTMENT Geographic Information Systems Unit Lot!K% RLE em.* LIST OF DRAWINGS 5.02.05 . SPH spi:8--6Reifieeeexe Sl.l Sim Plan 'I - AB IA,M-B Wlt First Flom Plan and Second Flom Plan • ALI Proposed Foundation/Basereent Plan � A 1.2 Proposed Fuss Floor Plan -A13 Proposed Second Flom Plan A1.4 Proposed Attic Plan . A2.1 Proposed Front Elevation A2.2 Proposed Right Side Elevatou - A23 Proposed Rear Elevation A2.4 Proposed Left Side Elevation eaeY - A3.2 Pre ad Second Floor Framing Plan and Roo Plan at Wings (I�, A33 Purposed Attic Floor Plan if Priipes.14A s-Rae ( ails--Siatilar- �' t=j;• """ A4.2 ical Ezmrior Details-Similar ,4 i'• - - A43 Typm erim Details-Similar .T.. A4.4 Typical Imm' tails-Similar ' A4.5 Typical Inmrim De 'ar Wit.!- :.. -- A5.2 ed Second Floor elm'Window Schedule A5.3 Pro 'c Plan-Window Schedule A5.4 Proposed Front 'on-Window Schedule • i Ass Proposed Right Side Eleva' -Windowsahedule l - .. _... A5.6 Purposed Rear Elevation-Window We 43.7--RrePosed3.atF&drr®avatlen-4t' i ! 74 Garrison Trust Residence Schematic Design Package 74 Garrison Lane: wianno;lvlassachusetts f ll ' a_. jane hewitson Architect AIA T; " 304 Victory Road Quincy,M.4 02171 (617)471-5200 Fez(617)471.6009 n {S d� �1 f � 4 r Iv � �1 t - - -- " I u W9'•6'o.p. I Il 1�n �e I �i n O J; 1'I•o _ r r Ol 0. _ _ H I : rILI. Q ! i ":9eyeMeni T 1 i - I 'fRilnf.uxo.rlw I I ! 1 o r -? I I I�I i �I �' F-- _r rt 7 1 t - - - —---'—— -- -.4 _ y L 0 -- _:.......----.-0.. e I I ' 1 _ ! I - }9'00 ... y +.. ...T.. Gatrison Trust Residence ( 5.02.05 74 Garrison Lane Wianno,Masac s'hosetts..,.__ A i-^ _.. .. ......... ' -_ :.P.sRoN n. I' 1 07 I fAMILY AvvM 11= — '� A ROvM__ ►F to Kf,1 f �_ —_ --- I r •'?� L._..-�___—__._ _ EN VL AA VI.VII'/If, RooA1� — 'IITT— 11'r DI' rtw, o f: l i f-J i 7 , r FAN tFf a.k;' • II—••.. \_-- .. •. ' :, nv iL-�!1 i1 li, viervrnv u.rF, • 'I J ry i i �}. i�I-I 'm . n _ r.�.a r v t _ I - I i I .�GFoaAt NFcN fifer, r � —IIAl�J•~ rt,',(�—"DO�frF.Fr, cF1Ei _ �. PaoL:FeeM� M. J _ u fog r,d -- -- (/ 74 airison Trust Residence 5.02.05 ...... 7,r son Lane Wie o,Massechuseas 5600 Of. Proposed First Floor Plan ti8^=1'-0" . 3� AIL5 : -'-._._.T..._......_..-.- _ _ i : : 1 I J _ I4 r M1b' YIV. w j N 4 91 wv.. N. it Ati I i mAhteF bAtd !I j j- n �' ' < o' Imo. '---J rl '1 r L. -- ._. 9 7f,.. Lj, ' bAa.MAIF�' ,' 9AGK NALL i —>o`.---r -� ? �j --m• .. ',� —_ 1�11'1�'r Ll�u te_i�. i 1j�L. .. __ —� � I� : rived i' `neN ra 6tNw'� I _ 11 "---'--" — 74 Garrison Trust Residence s.oz.os j A 1 74 Garrison Lane Wianno,Massachusetts 1 Proposed Second Floor Plan 21 41, pe&K U+,d` :rho rdoe"5 { r i— — 4 �I tI� / �/ ,� /h•A�, \ �' I 'I to AC IM9Aq. roe.,: 1�1�gt= i� __ - —�'—.-"— -- 1 - -- - - -_ - - I I 1 � a¢jd 19. ALA 1 "+ o tY•�AI ry �� �� °� I\ ;� I n I t Mecd.evFA�e TL j wR y I i I 77 I n 1 •, 1 _ i I i I F -- ,fit--= 'J L -L ---. r � I •1 �ir. j/U m III I I ' --'-' /• I I lots NP. I I I 74 Garrison Trust Residence 5.02.05 -----1 - 74 Garrison Lane Wianno,Massachus8rts L Proposed Attic Floor Plan COMMONWEALTH OF MASSACHUSETTS ` EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION., j TITLE 5 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM ` PART A CERTIFICATION T3 b4 Property Address: 74 Garrison Lane(Boat House) Osterville, MA 02655 RECEIVED Owner's Name: Donald McGraw Owner's Address: APR 0 2 2002 Date of Inspection: March 20, 2002 TOWN OF BARNSTABLE HEALTH DEPT. Name of Inspector: (Please Print) James M. Ford Company Name: James M. Ford -Map: 114 , Mailing Address: P.O. Box 49 Parcel:009 Osterville,MA 02655-0049 Telephone Number: (508) 862-9400 CERTIFICATION STATEMENT. , I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: March 24, 20012 The system inspector shall subm copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page l I Page 2 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ' ✓ I have not found any information which indicates that any.of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced of repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health, will-pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined", please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available.' ND explain: r Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)'are replaced obstruction is removed distribution box is leveled or replaced ND explain: i The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of i l OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL. SYSTEM INSPECTION FORM PART A CERTIFICATION, (continued) Property Address: 74 Garrison Lane Osterville. MA ' Owner: Donald McGraw Date of Inspection: March 20, 2002 C. Further Evaluation is Required by the Board of Health: ` Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that.the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil'absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply._ ' SY- The system has a septic tank and SAS and the SAS is within a Zone I of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: r 3 Page 4 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 74 Garrison Lane ' Osterville, MA a - Owner: Donald McGraw Date of Inspection: March 20, 2002 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for,all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/2 day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well: ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from`a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia , nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria . are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system.owner should contact the Board of Health to determine what will be necessary to correct the failure. r E. Large System: To be considered a large system the.system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either`yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply- the system is located.in a nitrogen sensitive area(Interim Wellhead Protection Area.- IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 - Page 5 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST ' Property Address: 74 Garrison Lane " Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 Check if the following have been done: You must indicate"yes'.'or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks.? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection ? ' ✓ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? ' ✓ _ Were all system components,excluding the SAS;located on site? ✓ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? ✓ Was the facility'owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? 'w The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in the field(if any of the failure criteria related to Part C-is at issue approximation of.distance is unacceptable) [310 CMR 15.302(3)(b)].' Y 5 . - Page 6 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 74 Garrison Lane Osterville, AM Owner: Donald McGraw Date of Inspection: March 20, 2002 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 1 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 110 Number of current residents: 0 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required]. Laundry system inspected(yes or no): Yes Seasonal use(yes or no): Yes Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Unknown y COMMERCIAL✓INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): Qvd Basis of design flow(seats/persons/sgR,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) - Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: None on file-per treatment plant Was system pumped as part of the inspection(yes or no): No " If yes,volume pumped: =gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single•cesspool Overflow cesspool x Privy Shared system(yes or no) (if yes,attach previous inspection records,.if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval ' Other(describe): Approximate age of all components,date installed(if known)and source of information: Unknown Were sewage odors detected when arriving at the site(yes or no): No r Page 7 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 74 Garrison Lanz Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron 40 PVC _other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 20" Material of construction: ✓ concrete _metal fiberglass =polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1000 gal. Sludge depth: 0" Distance from top of sludge to bottom of outlet tee or baffle: 32 Scum thickness: 0" - - Distance from top of scum to top of outlet tee or baffle: 10" ; Distance from bottom of scum to bottom of outlet tee or baffle: 14" How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Tees were present. The liquid level was even with the outlet invert. Scum/sludge were minimal. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural.integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): " Page 8 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 TIGHT or HOLDING TANK: .None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass._polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: Qallons/day Alarm present(yes or no): " Alarm level: Alarm in working order(yes or no): ' Date of last pumping: Comments(condition of alarm and float switches,etc.): s DISTRIBUTION BOX: None (if present must be opened)(locate on site plan) . Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): PUMP CHAMBER: ✓ (locate on site plan) Pumps in working order(yes or no): n/a ' Alarms in working order(yes or no)`' n/a Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): The pump was not cycled. No water was available. 8 , Page 9 of I 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: 6'x 6'(1000 gal.) leaching chambers,number: leaching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: overflow cesspool,number: Innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,'condition of vegetation, etc.): The pit was dry. No scum line was present The pit was in new condition. The bottom to grade was approximately 9. The cover was approximately 2'6"below grade. CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: , Depth -top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs,of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: . Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation,etc.): , 9 Page 10 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C 3' SYSTEM INFORMATION.(continued) Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 Map: 114 Parcel: 009 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. J Q h , o , m °- Page 11 of 11 OFFICIAL INSPECTION FORM -`NOT FOR VOLUNTARY ASSESSMENTS .SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet ; Please indicate (check) all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: topographic and water contours maps Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: The bottom of the leach pit to grade was approximately 9. Using the Barnstable topographic map and the Cape Cod Commission water contours map, the maps were showing approximately 15'to ground water at this site. There is no high ground water adjustment for this site. The system is within 300'ofa tidal bay. k This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties , or guarantees, either expressed,-;written or implied, relating to the system, the inspection and/or this report: 11 - L COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ! TITLE 5- OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A r CERTIFICATION - �'C�S . . Property Address: 74 Garrison Lane Osterville, MA 02655 S' RECEIVE®' Owner's Name: - Donald McGraw Owner's Address: APR 0' 2 2002 Date of Inspection: March 20, 2002 TOWN OF BARNSTABLE Name of Inspector: (Please Print),James M. Ford HEALTH DEPT. z Company Name: James M. Ford - Map: 114 .. Mailing Address: P.O. Box 49 Parcel: 009 Osterville,MA 02655-0049 Lot:215 Telephone Number: (508) 862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported ' below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal.systems.. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: 7 ✓ Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: March 25, 2002 , t The system inspector shall sub a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 74 Garrison Lane Osterville, AM Owner: Donald McGraw Date of Inspection: March 20, 2002 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair,as approved by the Board of Health, will pass. ' Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined";please explain. The septic tank is metal and over 20 years old* or the septic-tank(whether metal or not) is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. . *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 , Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50,feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a,surface water supply. . The system has a septic tank and SAS and the SAS is within a Zone l of a public water supply. The system has aseptic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS.is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: -3 Page 4 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A „ CERTIFICATION (continued) Property Address: 74 Garrison Lane Osterville, AM Owner: Donald McGraw Date of Inspection: March 20, 2002 ` D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to.the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. F ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified`laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.]. No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a.facility with a design flow of 10,000 gpd to 15,000 gPd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above)' Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area- IWPA)or a mapped Zone II of a public water supply well If you have answered`yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a - significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. Page 5 of 11 •� OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE-SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 Check if the following have been done: You must indicate`yes"or"no"as to each of the following: Yes No K ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the.system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period ✓ Have large volumes of water been introduced to the system recently or as part of this inspection ? n/a Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ _ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out.? ✓ _ Were all system components,excluding the SAS, located on site? ✓ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? ✓ _ Was the facility owner(and occupants if different from owner)provided with-information on the proper maintenance of subsurface sewage disposal systems? , The size and location of the oil A ,S Absorption System(SAS)on the site has been determined based on: Yes No ✓ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION - Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 6 Number of bedrooms(actual): 6 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 660 Number of current residents: 0 Does residence have a garbage grinder(yes or no): Yes - Is laundry on.a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): Yes Water meter readings, if available(last 2 years usage(gpd)): 2001 306,000 gals.; 2000- 130,000 gals. (Totals) SAP Pump(yes or no): No Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd . Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes,or no): Water meter readings, if available: ' Last date of occupancy/use; OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: None on file-per treatment plant Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: Qallons--How was quantity pumped determined? Reason for pumping: v TYPE OF SYSTEM Septic tank,distribution box,soil absorption system Single cesspool M, ✓ Overflow cesspool (2.systems). Privy - Shared system (yes or no) (if yes,attach;previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be. obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Unknown Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C ; SYSTEM INFORMATION (continued) Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 BUILDING SEWER(locate on site plan). Depth below grade: Materials of construction: _cast iron _40 PVC _other(explain). Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) (Cesspool acting as septic tank)p Depth below grade: 12" Material of construction: _concrete _metal _fiberglass' ' Polyethylene ✓ other(explain) Cesspool block If tank is metal list age: Is age confirmed by a Certificate of f Compliance(yes or no): . (attach a copy of certificate) Dimensions: S'W x S'T x 8'bottom to grade Sludge depth: 12"+ Distance from top of sludge to bottom of outlet tee or baffle: 4' Scum thickness: -- Distance from top of scum to top of outlet tee or baffle: -- Distance from bottom of scum to bottom of outlet tee or baffle: -- How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels . as related to outlet invert,evidence of leakage,etc.): The outlet tee was present. The cesspool had no water, only sludge. The cover was under a holly tree. Recommend pumping sludge when system is used. GREASE TRAP: None (locate on site plan) ; Depth below grade: , Material of construction: concrete _metal _fiberglass _polyethylene `_other (explain): - Dimensions: - Scum thickness: - Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffler Date of last pumping: ; Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert;evidence of leakage,etc.), ; Page 8 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (coritinued) Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 , TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate-on site plan) Depth below grade: Material of construction: concrete =metal fiberglass polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): h Date of last pumping: Comments(condition of alarm and:float switches,etc.): DISTRIBUTION BOX: None (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) ' Comments(note condition of pump chamber;condition of pumps and appurtenances, etc.): Page 9 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) . . Property Address:. 74 Garrison Lane Osterville, MA Owner: Donald McGraw ' Date of Inspection: March 20, 2002 ` SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: '1 -6'x 6'with approx. 3'stone(hand probed) leaching chambers,number: leaching galleries,number:. leaching trenches,number, length: leaching fields,number,dimensions: overflow cesspool,number; Innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.): The pit was dry. The scum line was approximately 6"up from the bottom. There were no signs offailure. The bottom to grade was approximately 10'. The cover was approximately]'below grade. CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: , Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation, etc.):, PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition-of vegetation,etc.): 9 . Page 10 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) - Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw -. Date of Inspection: March 20, 2002 Map: 114 Parcel: 009 SKETCH OF SEWAGE DISPOSAL SYSTEM Lot:215 Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building... , r3AO,s - Al - ay ' \i4 It D� Al Q,- i3 Ala-.3 C 3L 3 rya- 3a a �a- 3b p,-r ,10 Page 11 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet ., Please indicate (check) all methods used to determine the high ground water elevation: Obtained from system design plans on record- If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: topographic and water contours maps Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: The bottom of the leach pit to grade was approximately 10'. Using the Barnstable topographic map and the Cape Cod Commission water contours map, the maps were showing approximately 15'to groundwater at this site. There is no high ground water adjustment for this site. The system is within 300'ofa tidal bay. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. • Nil III r r .: i---} fBO fldA66 ©: F ,Y r .2 �. O: r n rr -: First Floor Plan 16 I T q F • F orxn to rty8w� 1 i 1 2 E ,t ._. ..... Stratouly Residence 03.100 Second.Floor Plan 74 Garrison Lane Wianno,Massachus: Proposed Floor Plans its"= I w Ld�iID I __PiA7M I —� PJJ ILI•IN PJJNK W1 /" %JILf•II� f aEwa.•., W � sJELF NIcJES I f —1:� j hpraEa u.y.>RwVE II Cam' I v J10 L I TO j 6111Li•I� I ' + - R•sc.,�i ae� � I I KIraJ��1 .� , Ap��Fli a�Jldq PvoVE FAMIL Ak oo VIooD 'i wDgEAs�v�cls•Iti) �� I i 4. WAIL of it it ' n 4.�.. +5"T ELI.IPBE',ILL R•o.NI. Stratouly Residence 03.11.02 74 Garrison Lane Wianno,Massachusetts AB 1 .2. As-Built Boat House COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION R- TITLE 5 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION r , Property Address: 74 Garrison Lane Osterville, MA 02655 7PR �� . Owner's Name: Donald McGraw Owner's Address: Date of Inspection: March 20, 2002 00 2 TOWN OF BARNSTABLE Name of Inspector: (Please Print) James M. Ford HEALTH DEPT. Company Name: James M. Ford " , Map: 114. Mailing Address: P.O. Box 49 Parcel: 009 Osterville,MA 02655-0049 Lot:215 Telephone Number: (508) 862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes " Needs Further Evaluation by the Local Approving Authority . Fai s Inspector's Signature: Date: March 25, 2002. The system inspector shall subm"4acopy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY`ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 Inspection Summary: Check A,B,C,D or E 1 ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria.not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass" section.need to be replaced or. 4 repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health., *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available., ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken-or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced 3 ND explain: ; The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced 6 obstruction is removed ND explain: Page 3 of 11 4 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS, SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 74 Garrison Lane Osterville. MA Owner: Donald McGraw Date of Inspection: March 20, 2002 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by Board of Health in order.to determine if the system. is failing to protect public health,safety or the environment. . 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water. Cesspool or privy:is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS'And the SAS is within a Zone I of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than'100 feet but 50 feet or more from a private water supply well". Method used to determine distance **This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate.nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are,triggered. A copy of the analysis must be attached to this form. 3. Other: , 3 ;p' f Page 4 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A *CERTIFICATION (continued) Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 D. System Failure Criteria applicable to all systems: You must indicate either`yes"or"no"to each of the following for all inspections-- Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool' ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/2 day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 Hof a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds . indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner;should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gPd• You must indicate either`yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply _ the system is located in a nitrogen sensitive area(Interim Wellhead,Protection Area-I WPA)or a mapped Zone II of a public water supply well a.. If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered'' "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 r , Page 5 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system'received normal flows in the previous two week period ✓ Have large volumes of water been introduced to the system recently or as part of this inspection ? n/a Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? ✓ _ Were all system components,excluding the SAS,'located on site ? ✓ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the.Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ Existing information. For example,a plan at the Board of Health. ✓ Determined in*the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of 11 { OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 FLOW CONDITIONS RESIDENTIAL f. Number of bedrooms(design): 6 Number-of bedrooms(actual): 6 ` DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 660 Number of current residents: 0 Does residence have a garbage grinder(yes or no): Yes Is laundry ork a separate sewage system(yes or'no): . No [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): Yes Water meter readings, if available(last 2 years usage(gpd)): 2007 -306,000 Qals.; 2000- 130,000 gals. (Totals) Sump Pump(yes or no): No Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL Type of establishment: • ' '. Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: ` Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: None on file-per treatment plant Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: gallons,--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM Septic tank,distribution box,soil absorption system_, Single cesspool Overflow cesspool (2 systems) Privy Shared system(yes or no) (if yes,attach previous inspection records,if any) Innovative/Alternative technology.`Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information:, Unknown Were sewage odors detected when arriving at the site(yes or no): No '' Page 7 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 74 Garrison Lane Osterville, M4 Owner: Donald McGraw Date of Inspection: March 20, 2002 BUILDING SEWER(locate on site,plan) Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) (Cesspool acting as septic tank) " Depth below grade: 12" Material of construction: _concrete _metal fiberglass '_polyethylene ✓ other(explain) Cesspool block If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) - Dimensions: S'W x 3'T x 6'6"bottom to grade - Sludge depth: 15"+ Distance from top of sludge to bottom of outlet tee or baffle: — Scum thickness: Distance from top of scum to top of outlet tee or baffle: -- Distance from bottom of scum to bottom of outlet tee or baffle: - How were dimensions determined: Measuring,stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): The outlet tee was present. The cesspool had no water, only sludge. Recommend pumping,sludg,e when system is used. The baths are serviced by this system. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: , Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee_ or baffle: Date of last pumping; Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 7 „ f Page 8 of 11 _ OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued). Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 .TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal, fiberglass polyethylene _other.(explain): Dimensions: 1 Capacity: gallons Design Flow: allons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float-switches,etc.): DISTRIBUTION BOX: None (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: r f Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): PUMP CHAMBER: None ' (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): r s 8 r Page 9 of 11 _ OFFICIAL INSPECTION FORM VOLUNTARY-ASSESSMENTS FOR VOLUNTAR ASSESSMENTS SUBSURFACE SEWAGE^DISPOSAL SYSTEM INSPECTION FORM PART C ; SYSTEM INFORMATION (continued] Property Address: 74 Garrison Lane Osterville. MA , Owner: Donald'McGraw Date of Inspection: March 20, 2002 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on'site plan,excavation not required) ; If SAS not located explain why: Type ✓ leaching pits,number: I -6'x 6'with approx. 31stone(hand probed) ' leaching chambers,number: . leaching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: ' overflow cesspool,number: Innovative/alternative system Type/name oftechnology Comments(note condition of soil,signs of hydraulic failure,-level of ponding,damp.soil;condition of vegetation;- etc.): The pit was y. The scum line was approximately 1'up from the bottom.' There were no signs of failure: 7V bottom to grade dr was approximately 10.. The cover was approximately 2'6''below grade., CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate:on site plan) E Number and configuration: x - k• "" Depth -top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: "- Dimensions of cesspool: ' Materials of construction:' Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.):; PRIVY: None (locate on site plan) F Materials of construction: x ' Dimensions: tw Depth of solids: ** Comments(note condition of soil,,signs of hydraulic failure, level of ponding, condition of vegetation,etc.): y s ' • FSA f9r Page 10 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C .SYSTEM INFORMATION (continued) Property Address: 74 Ga'rrison Lane " Osterville, AM Owner: Donald McGraw ` Date of Inspection: March 20, 2002 Map: 114 Parcel. 009 SKETCH OF SEWAGE DISPOSAL SYSTEM Lot:215 Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the.building. • �'� A l -ay Q,. 11 3 I a,., a3 Aa- 3I a Ca- 3I, pa- 30 _ p,r 10 a , . } f Page 11 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 74 Garrison Lane Osterville, MA Owner: Donald McGraw Date of Inspection: March 20, 2002 1 SITE EXAM - Slope k r.. Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate(check) all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: 'topographic and water contours maps Checked with local excavators, installers-(attach documentation_) Accessed USGS database-explain: You must describe how you established the high ground water elevation: The bottom of the leach pit to grade was approximately 10'. Using the Barnstable topographic map and the Cape Cod Commission water contours map, the maps were showing approximately 15'to groundwater at this site. There is no high ground water adjustment for this site. The system is within 300'of a tidal bay. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. Town of Barnstable Regulatory Services °,. Thomas F. Geiler,Director )Aiu4SrABLE �- Public Health Division O Thomas McKean, Director � 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel Designer: W O w e'. e Installer: Address:. J T • Address: moo. On It 3a`r'➢ `�' p was issued a permit to insta date) (installer) �, P septic system at / ��f(M- --�1 based on a design drawn by (address) 0 • 4 dated k/05 (desi er) ; I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State.& Local Regulations. Plan revision or certified as-built by designer to follow. PggSs c ;. 9 `moo ARNE H OJALA a (Installer's Signature) 0 CIVIL Cn .o No. 30792 �o�SS/ONAL (Designer's Signature) (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 F� ------------- BOA'RD OF HEALTH TOWN OF BARNSTABLE App[icationArlVell Congtructionpermit Application is hereby made for a permit to Construct (✓), Alter ( ), or Repair ) individual ll at: - -- — 676 (/LU -- Location — Address Assessors ap and Parcel ` -���� .j T�RTaGi� �a/`r�s�� /✓� �5i /iiGCc Owner f ? Address 7-0I&c a 73 Installer — Driller Address Type of Building t/ Dwelling------- -- - - - - Other - Type of Building- ---------- No. of Persons----_-_---_------ Type of Well '/0 pk-C=- Capacity---- Purpose of Well----r-441 Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate of ompliance has been issued by the Board of Health. Signed roved B ---- - - Application App y at Application Disapproved for the following reasons:----------- - - ------ - ---------- date - Permit No.-!fib/_�� '- -s-L -- Issued--- - - -- - - - to BOARD OF HEALTH TOWN OF BARNSTABLE (tertif icate ®f QCompfiance THIS j5_T�O-CERTIFY, That the Individual-Well Constructed (IX Altered ( ), or Repaired ( ) by - =.�f�Zl9/7�— �GL ----- n'� - -- ------- ---- / Ins er at- -/�,�'E/SdA) ft lq,,0E- e76 7e�V/GL6=- --------- has been installed in accordance with the provisions of the Town of Barnstable Boar opt Health ate Well Protection �� Regulation as described in the application for Well Construction Permit No. - ated----- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- - - — Inspector----— -- ---- --- ICJ�Q '0 ---------- -----. No.-------_ Fee BOARD OF HEALTH TOWN OF BARNSTABLE Application-*r Ve[I Congtruction j3ermit -Application is. reby made for.a permit to Construct (✓), Alter ( ), or Repair ) individual ll at: _. � -------f--r-;-- G f.. Lrv�1'r.... ��—c-•rt.S r�5{G4�i�C(E�-- �� --- r.Location — Address Assessor s ap and Parcel ..` 7-k'ATC�L/4 I/ 7.7 1 r,SA.Ajc- v5T��c'/iiLCI.� Owner— "+. Address ES/ 7G�_Cf_ ✓���d•�/GG �s .��l-- _----------__ L Installer - Driller f Address Type of Building V,- r Dwelling --- ---- - Other - Type of Building- ----------- No. of Persons--- -- --------- Type of Well��C`? Capacity---' Purpose of Well G A ;r o Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate of lompliance has been issued by the Board of Health. Signed Ly - T---� - - ,, d — /04 Application Approved`By 7 �, , j e' a-- Application Disapproved for the following reasons:-------------- - —-- -- - - ----- r.' date Permit No.- - -- Issued--- at -- - - - J T BOARD OF HEALTH { TOWN OF BARNSTABLE �Certifitate ®f �Gom�lianre THIS IS TO CERTIFY, That the Individual Well Constructed (1,�; Altered ( ), or Repaired ( ) G/it/ Div by----- - _ Installer I' at-has been installed in accordance with the provisions of the Town of Barnstable BoJar)d off}'Hyeealth P loate Well Protection r Regulation as described in the application for Well Construction Permit No. 1!l!!'�'=,------Dated----------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- -- - Inspector-----— - ---- — --- BOARD OF HEALTH TOWN OF BARNSTABLE Vell Con$trurtion3permit __ Fee No. _ or ( '� Permission is hereby granted to Construct (VI, Alter ( ), or Repair ( ) an Individual Well at, No. — '41 . Q ✓i L C G` ---- ----- ---------------------------- Street as shown on Temnlication for a ell 1tlyClonstruction Permit � X - —-�---- --- _ - No.---�;, t t - - — Dated Boa/d of Health DATE Town of Barnstable Regulatory Services ( ( I b Thomas F. Geiler, Director B" �MAS& ' Public Health Division En Nay' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel Designer: �0 w�^ e � ' � Installer: Address v Address: On � was issued a permit to install a date) ' (installer) os (' septic system at G_ / i✓� based on a design drawn by (address) dated `d 0l (desi er) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State.& Local Regulations. Plan revision or certified as-built-by designer to follow. H OF r+1gSS9 ti ' ARNE H cGN OJALA (Installer's Signature) CIVIL' N0. 30792 FG/STC2, ERN e - V ASS/ONAL ECG\ (Designer's Signature) (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 TOWNcta 8 R SiABLE 2005 DEC 20 AM 9: 16 DIVISION LOCATION SEWAGE PERMIT NO. VILLAGE anzAA Dl�- A n4- 6og 4NSTA LLER'S AME & ADORES all 319, 8 U I'L D E R OR OWNER_ o? 6/ DATE ` P E.RlA IT ISSUED DATE COMPLIANCE ISSUED r� BOA tl MI2 �. 1• t j ..LEI r _ nSP..rHCLT_"::Y.11NC,C_CS �• : •t., , / .';� � �.i� VK • y.. - : x ba-,e 41, : .P - J, r: t v � w a ; 1 - ' QSPC2fLT" SccffYC6"' ..��r .:e 1 . a 1e __ - d 0 eSIg11i y -''� � 1 wPYrt911t O 3bOt : nn rM ru nrs Fit.. is . . .... . :...a. is •-� 1 n 1 - a '. y. t ' - pr eliminary'Of aitn and dayoltls by DC.D.are for the uie-of their customrrs�ohly. ny other utetis itfictfy:PioRI DI[" 7 ?6 :.rl: J: i� phi \ x -J [ii,I- 1 T_o lays• .. .. .liar ... ', ' - - � ., .. `'2i. } Sr0ftA�(. tt • 56F j ' , �°.I' Pam, �� \ • . c+ .... r. .1 �I , I 1 F ,, Its It R� • ... 'too 1.-- ..__._._. ___ '.i6-O ... .. ::.- - .4_� _ - .. � - TQ: 1 wtn t -1 f -BCKfi N - � I H sr14 4TN[1.LONG tlIOCtf :: I ri VeS CK fi x d @s1 PITZU . ' s i `'4IU�r':� •errt��ron�c ., � �.�. ' � � I $ Reseiveif ?` • : .. tf - 9:0- 22• '1.ip' 10•q• 1.10.1 2t' - p:. 4 _-_ ,1 J�TStKSNAsGS.Q1C1:�3ifi_�ATSr. Y13Bl�X t_IFIR57.FCR P1T'N ' ° ae.'Mtu.Kttw.v_FCFsivaGtr/iAtt G .• 'r. Preliminary plans and la outs D :D.C;O.Are for the use or their cirs[omeas c An er oth Jte is s.t rlctl rohl Dice " . . _ m .. li 1 -¢oOCISK,.,MF1W6t�1J6' ., a ' - - ! .. .•1�C>;.l-.P.06£LS3E1?:'.::'__-.— _ j . .._ 04 3/d»T c7on ti pRaPcn`•v �c�t�url y _�s'�saia - _. ... ..__.—_-- ;::� :2a1Z JOUCS Th7ltCrlrZtfYi10 iM� _. •. _ I ; I - • i i • , .. .. ..:`2a6�Ut7>VG.�IIaUtT6gs' +l . .. ' . srY•sAEETFCRC[ow .�lsa:IWs.�ti.=/:2,:eC:f••A•S�_:StaliTS. .. - I t schtE -wte — .. i� 508.418=b'tt,q t..�tx. )ea sTRnvo+N�.f 7 - 4 ... . o evl.i n . WtOf46 6r\':'AEKS�:: - kfA C,C6QsNEEtltrxK�.. .,. ...., _ Co3ustom _M — �e saccR: rtrr_. o es igns r + p. RY.fisCIG26 EJM SY.S _- :._ - copyright O 20W- p: O' I .. 1 • ,* _ ' All Rights Reserved i • •iA • 1 - r e r Pr Niminary plans.and,layouts by.D.C.U. is for the usc�:of"tR eir.custcmers,only.Any other use is'strictly.Prohibit !ii J CB 1\ \ N71 71'40"E Existing 4' High Stockade Fence Fnd. e o 0 o e e o o e o 0 (b — �o Utility 414.10 CLEANOUT 4" PVC I Exist. We// I � Chimney \ Pole 1=15.15 1=14.70 " PVC TO PUMP CHAMBER Top E/.=a7.7 ¢ ��� Septic Tank \ l Pump �15�� VENT a ,ASBU/L T ' i O STORAGE 2 BEDROOM I SHED CARRIAGE HOUSE W/GARAGE BELOW , i \ Bo xisting of House Existing aPoo/ •� F.F E =132 =12.80 Z ` Coping E/. 1,3.5 a N', A QJG 1=12.23 ' ■ k Asbuilt Septic n BURIED ELEC. CONDUIT =12.06 1=13.3 in I=13.6, N 1=11.94 � System Plan 0 ' LIMIT OF STONE EXISTING 1,500 4' ON SIDES & GAL. H2O SEPTIC O =10.6 3' ON ENDS ' 0 t TANK ' pan Bed 1=11.58 0 1=116 I I Deci Step .3 74 Garrison. Lane 1=11.51 " Stole WCH V 4" PVC Exist. I i C . MA Se tic � � Controt 1=11.35 I=10.72 P FF.E. f. t I mberOsterville, I I I Gate (4) EXISTING 500 GAL. LEACHING CHAMBERS \ `/ z TOP OF CHAMBERS EL.=11.1 I % m. L awn Exist. \ I I p I Stone Ne Se tic Ent. e 12. <I vI ) ¢ Lan O Con I a / ¢b U C LZH OF Mqs N• W I o L� l� �1, S9C \jH OF p��s N o o ARNE do ALO � sy c b ! o I o`z, H. `�, �o ARNE H. �, N ( �-I OJALA �. o eQJALA I I A N.o`� 6348 IVI L a w n o, I '� 0 3 Holly I Q- _ Lightp Ole J I � I ° I D ARN ( 4 a, fP.L.S. I I 1 Story 0 o Owe1/big > I 20 Con. q) O o 0 1691 I � °�10 i L a w , ' I off. 508-362-4541 fax 508-362-9880 Notes scale:1 20' down cape engineering, inc" 1. The Purpose Of This Plan Is To Show The Asbuilt Septic 3. Property Lines Shown Hereon Were Compiled From Land 'Court Plan 2664-55 System For The Existing Boat House And The 2 Bedroom And Do Not Represent An Actual Survey On The Ground. 1 Carriage House With Garage. 0 10 20 30 40 50 FEET CIVIL ENGINEERS 4. Elevations Are Based On N.G.V.D. 9 2. The System Was Located On The Ground On June 27, LAND SURVEYORS 2003 By Down Cape Engineering, Inc. DATE: DECEMBER 14, 2005 DCE #05-281 ASBUILT SEPTIC PLAN 939 .ma111 St. yarmouth, ma .02675 .. s 40w Flip 6- 'A5'^:Y"fNeCo-Ra:8':. ,.ifi2!8:x•:lOrri'.7tl101k'?,2&d'tNn;m tlRilif- YlYhf01�W!fY*5s7R'S�NANii' G[b%'Fti%.^':FfJ';'•.u3".�r,•.t:'MSit7"lYli '.4'/�hr "i ,eA :d'?'5.1 ..!':`.. '' : '' ... _' i 24" DiA. CAST IR N OVER � _.z'-2 '��"_� CITES: Revisions p _{ _/ AND FRAME (TYr�� M- ' -�I I 1. CONCRETE - 5000 PSI MIN, - i```l � 4 , f i�8 i � 5•-Ji-O3 POOL LOCATION A STRENGTH O 28 DAYS �• �.n- I, t, 0 FI_- i8,i ;EST Hv Ai;NIF �:PJt1. + it'-D= � - ------ -, VENT REQUIRED W'�w'e�'A Sv � TEST P:€ 1 -. _ _.. .__.f -_.__ __ ._ _,. --_ ,-.-_ . - _.i 2. S FEEL REINFORCEMENT - i � s` rst�;.. e" � 1 j I �_-TOF=16 9 1 N A ccc ARL N AiLSOh --------__-_ 10'_0"_._ covER I ( �. (� lP p,, 5-12--03 SEPTIC SYSTEM - WITNESSED D BY.--.____=-__...�_._:___..__.-,_ "_� _..�__._, _ -_._ _ .- ASTM A-615, GRADE 60 iNLE1 he OUTLET CO'4ERS 'TO BE BROUGHT TO 27a MINIMUM FiN':cHED GRADE OVER LEACHING AREA i�• t J __.����_._-__ ,.�... .'_. -FINISH GRADE CERTIFIED B t-:_v:- I � _- , � � WW1?HIN ti` OF FINiSF1 i�RAC7F NOT TO SCAIF_ / d�'�1$ � n _ _ .__ T _ _ _- _ _ AS c -L 12 12-05 ADi:�E_D PROP GRADES __ _____�-. __�___.. ,_ _ ____._�... > 24 DIP<. MANH.7Lt COVE `�... I .t - i Ftow-COP of >;:L I -- - _ -..-- -----_. ____ _.-_-.___-------------------- SES I _� c T ,•" , _� 3. CO'VFR TO Si1:EL 1" MIN. / �, LLE`d. ✓:�Ki S'�IL �OII_�� `OILZA8£L FILTER -- - - 7 '_� SOBS MAa 114 P. L ° I` 1 _ _ A10(I i:: .--1--• 4 i'•VC -CH. 4�1'�-- y '..: - t = r RETAINING' 20 ( �1 FIRST Tt4U FEET TO 3' MAX. u1 i ! �_ (• ) y TYP.) _ O15 . / L-42 ! r H 36 1ZL?M TEXTURE COLOR MC)TTLING N G`IIER - - } I I �x!r,ET TEE w/ExTEr�stc>N } - _ I L=16' W` ADDED PROP. RETAINING WALE_ 113,1 LIEF ,F" ! \ .i �i E _.. .�` t s/ BE SAID i.%VEL - i __.. J - l 1rs a INLET- 4•-1, :.A W i2.E,7 i it _ C'1A _:: 0 y A 10 Yf' :� '1 •_ . I :r --TEE _{QUID OEP'r4i --.6 - ' 1...i B _ 2.01 ( s" MIN, 4' TO 1-1 T N ( 3.2 _ .,._! - ACtOE D NEW C WELLING 'LAYOUT / /2"S 0 E _ l '_ _ 12.0 - _ KNOCKOUT SEPTT N - ..._..,.tee."...n.- ...e.,",._•�-----P• - ti12.4;1 `ACHIN:, - r F.: D;A T SE i k1 ` 9.78 s..,. m..o.,....r..._._ ,. ..,...,...e....,....:"....e........� N 7.5 YR 4/�i _ 1 i -- : I L. SAND I � _L `� .,:,,,, t (TVP? (T`�') R �:..-a.+ � � � �-`- i�UDr=D PROP. SAS :�'✓..'t'Ei4! r, PRECAST CONCRETE SEP11C TANK ' B;T7UM ON LEVEL�S1Ak3LF 8.4SE;.e �'� ` l-- -� REINFORCED WITH SiEEL - '-y�-` _- y --- --A�.. 3"."' t- F---2' FOUl+iilAfiON r 1" � 24"--1l0" I C1 M %C SAND 2.5Y 7/4 ( -.____- ' � � PLAN VIEW _CROSS SECTION VIEW � � NO WATER ENCOUNTERED 8.1 L_ _ ___ __ } LEVEL & STABLES BASE # -- --- BOTTOM NOTES 3) iNLEC AND OUTLET TEES TO BE CAST IRON rr - �•- � SYS"tE� ,(� P�O�� TEST PIT 1 DESIGN FLOW: OR SCHEDULE 40 PVC. - (\+� <� ) 1'-3" ,jr' WATER OBSERVED 0 OP PERC HOLE F'tiaC DATE` 1) SEPTIC TANK TO WITHSTAND H-20 LOADING TEES TO BE CENTERED UNDER MANHOLE COVENS. 6^} 8" I NOT TO SCALE (5 bedrooms) x (11 G GPD/br) = 550 GF'D - T NONE _-_ 13.93 `Z_- M,INJINCH 2) ALL. PIPE CONNECTIONS AtJD CONCRETE CON- STRUCTION TO BE WATERTIGHT. N0. OF GALLONS: 1!500__ 4"�'I I^ 2" SEPTIC TANK REQUIREMENTS: 1 s.2 c Af NIE C)JAL.P: SECTION A-"A SECTION B"B TESL' PIT #2 GIRD. EL. __�_ TEST FY. . �„�, � �0X ��,� �TOF=13.25 �W. EL. _._ WIT�vEssED BY: ARLENE. WIILSO�._-_-_ �' �550 GPD; x 200 0 = 1,100 GPD j° INLET & OUTt_ET COVERS TO BE BROUGHT TO --FINISH GRADE 2% ;wINIMUM FINISHED GRADE OVER LEACHING ii - W/ BAFFLE zW DATE: �L' .r3 MOTTLING EL.________ CERTIFIED E Y;-.__ .___ _-___Y-__.. NOT' T� t�LE - raCT CAL _. ------------------_----_-- - -- -- - --- - `� iTHIN 6" OF F+N'SH GPAi;� �� 1,500 GF'D MINIMUM REQUIREMENT -__ .._- - - -�---___-- __ 4 _� _ - _ -- ---- --_- _- i ELEV. LieFA^.:E SOIL SOIL I SOIL SOiI_ o.!_....�,,�..W " ®. TO, S _ � L A 10' I q+ t' I _.VP ft' SCH!-' r t^ -/ i DEPTH F-1('►RlZO,, fEX1rRE COLOR MOTTI_IN.,i (�i!'{':i� INSTALL �" PTC �OND'Jli TO HOUSE l-C?� 141R�6!�!;i � � S �Y�• 4" P'yCTrnSCi••,'. �� � -`a-. �-- F{Rsf TWO FEET TO 2-1�00 GALLON SEPTC TANKS PROVIDED v� E ! i BE LAID LEVEL i 18•.. } NEMA 4 1UNCT10N BOk CORROSION RESISIENT � ( ) - _ WITH WATER diGH. POINTS. wfaE HIGH wATEF? hL �4J _ / & UOUID TIGHT CABLE CONNECTORS SUPPORTED ---- �--. _ r 24" (71A :,sxTlRaa cDvpa (H•-a01 FLOAT TO GP 2000 HIGH WATER ALARM PANAL Oq � - SIPPOFTEU B'r 1-1/4' PVC CONDUIT. ,JOINTS 11.17 -� TM 12•()1 *SEE SAS SYSTEM LEACHING FACILITY REQUIREMENTS: l ,. __-._1 1500 GAL. ! �7 rIRGANIC I(1YR /1 A40J FFAttit. tMTFpN i" OF aURfACE CIRCUIT SEPARATE f"RiMi .IRCUIT TO THE PUMP. y TO BE MADE WATER TIGHT. to.65� --� ! i I _FINi.. ' ,CAME A ---- f! ; _I S � SLa�. So, D.02 ( 1 :61 1500 GAL. f 1M (ABOVE) i 1 i t q Jt \ _ C TAN jl, P HOISTING CABLES 7x19 STAINLESS STEEL 1/8" D{A. ---- _ S SCH S``P"i � 1(1 ;` r z' BALL VALVE w/ UNION 8o aV: K r_t',AMBEft i 10.43 550 0.74) 743 S.-F. ".--- - ^'••• ".^_ "...".,w ypP� 1,750 LBS. STRENGTH i-= c' _,_v �r GEORGE nSHEER CO. MODEL NO. 560 I } nal A L. SAND 1-YR 1/1 ! � � �:€. NOTT a,�.... -MIN. 2" LAYER OF 1` � -- t _. - i t;A"-i ' OOt1BLf 4' PVC FROM TANK- .. ! --''" SCH 40 DISCHARGE TO p-I30x ` 6 , g fleas I �� WASHM `•TONE \ , I r LEACHING A C H i N G FACILITY PROVIDED 3 4"-1 to 2" SCH 40 TEE W/ CLEANOUT FOUNDAiI�N i "_..,.`, E M. r) y► (' Td1E i PftOVIpE i 4' wvEEP HCLF. IN DISCHAR:.E L . L & STA LE B N F_, r i C� C� 1 � C� ,b / BE INSTALLED i I .PAraD 'i01'R ../'.� ._._»_....__.......__-._._..� I� Grt � ." tT':'�] � �' _8 c ( ) _J , A!P FOR NG r 1 + j I i ON EMOS i IDES) INV. (IN) EL 1C.F8 I ��7 - T L-•.____. ! _,. _._.- ' _ __ w._____.-_.-_ _-__._ _._ + _� I.'SPf % Ls:�. ,,i- 1 DISCHARGE E SELF DPAINI __- � �y` •. ,.�,.r,: �,. ,��.. . .a ,. , , ,- PROVIDE z ODE i,NclE F->�1�: 1 A / - 801'TOMr AREA 42 x i°e'_.83 5;.'�9 S.F. __ly1 4 lfi`^.rt' l t3W i L. aAND - ( 7,5YFt 3/43G �QQ��✓.TER FLOAT N0. t' PUMA ONjOFF PU �t_ � j '`' BAC!_ CHECK VALVE 5CN 80 PVC SIDES: `L FT) k ((2k ('�L �' 12. v�) 21S.I F. 1�i- ! EREI) FLOAT NO. 2: ALARM ACTIVATION I mo -'°` 1GG P ' FLOWMATIC MODEL 140. 208S LNIDISP•AIBFA �1Vm WL L� -tom-�_ .i4 c aOME OXIDE - ( m SA�lO) I- - - "" -��- 2' SCH. 40 FVC DISCHARGE PIPE Ti TAL AREA PROVIDED_= 7J S.F. 1 - A r --Irlr _E -- 1,500 PUMP CHAMBER AVAILABLE AS A UNIT THROUGH \ N�T �Q SCALE ^ 3}" 12(," C M. SAND �.SYT QsCJ� STAIN AT 9-9.5 � .°i .� 1MIGGEN PRECAST CORP, BOURNE MA. (&?0)5$4-B�74 -BARNES SE411 PUMP .4HP 115V 7 S.F. X C.�4 == JAI M1GPD _ 8.t F!t. �._._-_� - -._, __-_ --• ---� -^ ! ---- _ NO',- TC 'al_,ALE PUMP & ACESS. THROtiGH WILL.IAMSON ELi C1RIC (781) 444-6800 2" DISCHARGE PASSING 2" SOLIDS ( �$ ) 56: 0-M WATER OBSERVED 0 TOP PERC HOLE PERO RATE: 100 YR. FLOOD EL. DOSING + MIRAGE_ REQUIRE r'aNE e+ N/A M'N./Ira PROPOSED ROW OF RED ` "\ , MENU CEDAR OR ARBORVITAE, 6' CONNECT TO EXIST. { �� I Project Title TOP OF WALL, TOP OF WALL -- HT. MIN., b -8' O.C., NO PUMP 'DISCHARGE �� `� � . �� \\•• DESIGN FLOW: 550 GP!] EL::-19,.0 EL"19.0 EXISTING LIVE TREES TO BE * , d•, r REi,,OVED. - ,\� `��`\ \\ \` �\1 \\` DOSING REQUIRED: 4 CYCLES D _. \\ ( 1V71'lf'40"E ! OI Ek hg Hid - aA4, N )" ` n �,• � 11RED 6-TWEEN PUMP tOC. �e i r" 4" `ii6Oe"x.`. PROPOSED WALL - ---- \ o MIS:. _ot > \ DISTANCE �Mari. Lot Fn)ntage 2 t3' + 'r- ---_ =- _�•��.:�- _ 18 I '� �'� �' ` � `� \\ '�` �` ON AND OFF F ATE Residen ' A�Ia`'1. '...�•d'�i, 'i!T a<.'�4I� t i 6.�� d± / \` �.�.�.._:/J" �-.._..._ " - -. _.,L � �j 0}{ ��` �• y •_--_-'--_- 7( i FLOATS: ut;lit -� %.,I, ( s �n- a _- c- z%7 �Pu �' < '\ \ i \ 1 GAL CPC. 374 GAL FT- O.u'7 F`T CPC. t> �: 0 4 �' Exi57f H' /•; 4 1 Th 1 1 �, \ \, 3� -_� I ,"s. rlfaa k Z Pole %' _ " r-- -,g£Ss �_ <'ne --- -----'� r S QTt !E 6 y , , t< \ �,. , _ cri 4 - if .25 ` r 6, - 11` i - 1ii Side 1 5' - r ?� l hi I 3. �-,j w i� � �1 i \�, , � � l \ � i R / p` \ p� Leac ng r_ � :t.'S�_ - 3.23 111D �' ` �1�ORAG RE' UQ iRED ABOVE WORKING _EV nvG it �.._- '� �•, _ E!_. , S17ORAG �� _�2 cR - �- - 1 i , , ` d f' 1 ,E` a •,., �?k+C�,r � I,� ..- Y3: . i � �- �„ � � � ,.� _ 550 GALLONS r; , SH£�' ..;- I�Y.A _,,y�rHj rt..-' .��Pu_ / _,.._..,....,_""---•�--ter- 4 � i :jy i ; 1 { t ;,I�, - ci fv y f�j 4 y°k ` R L Q i e. i'' 2�3.0` \ �- t i 1 1 11` E v _ i«1•p ,` •SI:e'$u1 fr/Qr :.•:ui`� r '3„I,�.�'�d��1,rG� "�' `_ - ., j '-i- r/ Zg '4R �L"+:., \ / ^ • t i �r X/S�%r I y li t I 1 1 .;� t, �7 ` C` \`\ "• -•• ..._._._... �, f _ �!.Bt� __ I I F �°F >.i:: �, \ '�.; STORAGE PRO`JIOED: Ganeison Rt"3scurd o,, Pro ef-Von Overli '- 2 Acre ki;r.. ? F- -._ _ _ _ .. TEST i n 1 ^ � 13.28 "� �� \ INV.- - - IMot+�r C.�ic�}1 '� Overlay -- A15 I l _j -'QIrI / '� F � \ 13.2 ' 1' i .'' - EL. � ON _ : _.' �, r �� CL.- 1C.68 PUMP ON EL: I,47 3.21' Y i RESERVE c �� b \ / /1 I t y ! ! _ R #2 i L a W b n �xrstlrFg sirs y3.38 tr �' 1� I l \ \ >J� Lane, -- 1-j` .=�' i _ ; r��w >�11 STORAGE PROVIDED: l0c' Districts r �' _ xlsl/n �! � reeling / � _ - a 4' FENCE 9 �►/r�''``�% �x/Bt/ng ,6loep►r ., \ � ,N I 1 1 t i : � • - 1�' N.O.V.G. 1, r '- `� rr _ - 4 Piet red 13.27 �_rr 2 r/'/!/ t3:� \ ;l �. 1r /FT =.1,?,QO GALLONS A T� 1 J - onto � T Ian f 6'ecl 4' FEN _ Osterville,}} � Q •�• l.. � a ,--...._., / I \ � �1.CC Gal. I �' o ` '� Pr gad Por0i, S KeRd, r i i i 1 ti - ? i NOTES Notes O N0 \ Sct,c Ta I-�FNC to y.^, 1 1 r \ �` ' ` \ �D'\�e r G f / I . '. ► i '� 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION ma wr� z \ =5 I. S- �'' d f'� 3Sr f1 r���....._..:._...".._.._... _.:.._..... ._ .._. Llr??"')IieC! , r41'Z; /' �,.r• ��) I \ I { � .�roge• �., \ l rg � \ 5t��r1e i�'oll i - a 4. P. ©w, ra, Lines a�1aw►n Hereof Were. �� � I J EX,s r I F � ,�� � �1 "�?' \ ! � � � Sell � 'si=� METHODS AND MATERIALS SHALL CONFORM TO Ex,ii,19 D- x y I /'�. `� Learh�i�r, :� .K i Jf b ! coos ? TITLE V OF THE STATE ENVIRONMENTAL CODE AND Land Oct21'r ��IL�="`I `e �"i��'t•_, 5�r AaYC� t�iL? �Sl+7a �C+2l�ire81�:"�t oA11 ¢ ;4 � J � � 1\ � r�, \ I � 1,.` ���/��, e �- '� i (See Detoi;� ' `" `l f Ao.+r.ac�Q Strr'"ras,y �.r9"I _ri�P �rlDt�r�d. +! +1�. TOWN OF BARNSTALLE RilL1=5 AND REGUL�tTIONS. r� t tty ' cote ! \ xi , CB i. With 6 erf. Sum ' _ I , a •s r i sf'n p i ,� \\ { 1 i' ~ F~ i 1ec- 2. GROUT TO BE USED AT Awl_ POINTS WHERE PIPES F`ievc- ia1'1s Are B�jse.<# On N.C,. �.C. � t � & N f � 9 � f EN1•ER OR LEAVE ALL CONCRETE STRUCTURES IN F�repered For �r _� Eaisf. Septic 7n '- n e� ; I S ae�yo� ly f,, �.. ^ \ \ Ex s, n Brtummoni F;amp. �i f Abo, \ En • I vD >. i /l ass / Box. �+t"'r'.`TNitr''? I-ii�°r�rn AI":5 Nose ---, � \ nCr�e rove/Went J G �, � 3 ' ^~ � ! � /// ORDER TO PROVIDE A WATERTIGHT SEA!_. C.ti+nr*eCtitin I ,, f ! r - C� l .. ' PROP. 1,500 ALLON _ -�- ) 1 I r l '10�� ASP (;r cues t r f And Are t R a Verified l ied I,' �r4�w; , I . � � r � / / 3. _ � r / / ` ^/ ALL SHIPLAP JOINTS IN SEPT,,SEPrG TANK SHALL BE '�� arri�on �' � � � � \� I � d� % /, / , ' {-'"'•• SEAL.ED WITH NEOPRENE 4PASKETS OR ASPHALT `o�� ,e �` =a �� -EPTIC TA 'I< J-2 t iy w t '' n 1 ` ' \ t f i t - CEMENT TO PROVIDE A WATERTIGHT SEAL. 0stervile, MA . r,',, r MATERIAL (A do E b ' R P'UMP CHAMBER c ��`` v �' # X� ,Sfeps-1 Ail •] U►ySi.11,,aBLE M TE L _ R _ - � l 4. PRECAST CONCRETE SEPTIC TANK, DISTf11BUTI0N r, r Y�4TH � Ii %�� I Alurrinu i X AND LEACHING FACILITY T WITHSTAND H-20 ALNCI REPLACED � � � i3J L G L 0 H�-�2Q LOAt���o ` � �"'�'%'���`� � is � � f � �� �' / ! 1 A ORGANIC `I ^,yy 7 I t i ' Rarrro LOADING. " CO!g'_,1S11Nt (T:= a RANULAR SAND, FREE FROM � ' - C e w n (3aA�Tcr? :'vpell ?, ERIOUS SUBSTANCES. i+�IXTURE`� AND LAYER"� \ ' I I ;� 01 ,`MA f �'' •,�1 ! , 1\ AREA 0 1_AkklfN TO !0E REPLACED WITH > 3arn Main Street OF 0 FE"RGNT LASE S Or SOIL. SHALL NOT BE USED, THE FILL � �� � s`" i r •I 1JJ1 1 \ y / 02630o a •<HALL NJJ CCNTAISI ,ANY MATERIAL LARGER THAN 2 INCHES. A Assessors Mo 114 rcel �. < r r 1 I NATIVE & NATIVE 0,OMPA�iBLE WOODY ;� 5. ALL PIPES IN THE SYSTEM SHA L BE THE o?E3o P i'' \ / DUCTILE IRON (DI) OR AS SHOWN ON THE I � q1'rr-- ANALYSIS, USING A #4 SIEVE, SHALL BE PERFORMED '� t� a� � ! ` i 1• i r, I SH•FJB� & i'iERBA�EOUS 'PLANT� PER i 011 A RE"�RESENTATiVE SAMPLE OF THE: 'FILL, UFO TO 45% B<I` WEIGHT ;: F644-55 C t. 6074 I O � � . � Existin �' q` i ", / I' DRAWING �e,� DESCRIP110 IN N,01 & I --=' -• S Stor o CdORDINAI ON WiTH CONSERVA ON i OF TFfr" FlI�„ SAMPLE I,eA'! BE RETAINED ON THE #4 SiEV PIT P TIN I g y 4, j; rr i rLa, I 'G' on• I 6. WASHED CRUSHED STONE SHALL FREE OF ALL E;ieVF A,wAL1K�E5 ,aiSO SHAD BE PERFOP,MEi) ON '( IE' r'RACTIO'ri OF ` #1 Dwelling �• 1 b 1 \ i D l O / _ ~ _ `'� F.f'E.=1S.,9I ~)���' �' t I \ ¢ENT'. r i I DIRT, DUST AND FINES. THE FILL SAMPLE r AaSING THE #4 SiEVE, SUCH ANALYSES MtIS" f a o31'I (_I Ly w in 1 rl ! r I T Wilson i,EMOR5 fRA1 THAT THE MATERIAL MEETS EACH ()F \- I r� �:' J c �I' ( 1 ! 1 I o ° #28 I O� �Q 7. AT ALL POINTS OF INTERSECTION OF WATER LINES Associates he. 71-i" F Vi i-';YAM WIG SPFCIFIGATIONS O Got. �,, p. ) c� + I I 1 r AND SEWER LINES, BOTH PIPES SHALL 8E CON- 9 O' Ve. d. r P 508 375 0327 1 FAX 375 0329 CON- EFFECTIVE 96 THAT �A!�ST I � `� O� '� -� i I � I� v r STRUGTED OF CLASS 150 PRESSURE PIPE AND ARE TO SAE:VI S?ZE ARTICLE SIZE PAS`% SiE:'+n: PROPOSED 12.83 x 42 SASS LD r �• - I ,\ ,` fir, r� 14+> iCII I i I I rl i BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. 4 4,75 MM tr1O:� � �� "; 4--500 GAL. (H-20) LEACHING CHAMP � / * :10 MM To;v - 1c+_ C I _._ �_T e�,a. j T�1 `�i Drawing Title 100�E, 0-15 ti1M 0°: - C PIPE INV. EL 11.Z. 1 [ ! I ( G` '� �1 r I i i 8. SEPTIC TANK, 015TRiBU11CN BOX, ET(,.rSH SHALL BE n 7 - 5 '�r 1 s °' i 1 I I i + MANUFACTURED BY ROTONGO OR At�l �QUIVALEN t 201C ,..0. 5 M M 0 z 1 fi f Z ( MANUFACTURER. 1MARS' � � 'PROP. 500 l._LON i •� / I I + ` ` i t + 9. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING DESCRIBED a�I � SAS 1 SAS 2 �' H ' O 11N(3 ! I. �1 i i r r ON PLAN I � 1 i �` i ! ��"`\r i AREA AND BACKFILi. WITH MATERIAL A'~: \ G , i #�•. :.R ..,.: ,a „sz � SEE=' C �N 1 \ ( t c4 1 j 4,, r I It J f Suhsurfa Le HEADY EQUIPMENT SHALL NOT BE ALLOWED 10 4' IIq1'r.f'`� Al- Si1EL•+ It�G _13.y?t--- _.i i�.>1 + �' \ ,, - ' yEx f `/ L_ i ' c y' I i 1 , 4 �' � , tr o ` 'o\'c % i -- �? 1 r, Y i A tAS! OF Br- ?GR:�wiS �OUTIi � � I OPERATE OVER THE LIMITS' OF THE. SEWAGE DIS- "" !!el� ',`:I'T Al 'IStC? GAL TANK (fi\!) 12.E+7 .#- 11,1` - / ;) `= ON - e4'`�.r -1, ;� �.._, ,; ,; '�- i ��F;THE PIER WILL: F3E � � I POSAL SYSTEMS DURING 1�IE COURSE OF G / 1 ✓ - STRUC 90N OF THE SYSTEMS..� l a > r rr^�' 1 I MAINTAINEDIB , ONERPLA ITNG 5ewa wage 4" INVERT AT 1500 G��I_. TALK (OUT) 12.A 2 ± 11.92 �e �� ' / 1 ! r ' �8" Q.C. AS NEMSSARY l 1\, ! rs w�n i i r i I 2 ' i r �' 11. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL Di5pao-q,31 " ' AT P! 'MP t�iiAME3ER IN N /A 10.6Ei'f 1 s ���P �� ` DECK i ;i �; ! r I SYSTEM SHALL 8F. MADE WIi TOUT PRIOR WRITTEN r-,3� / TOP OF COASTAL NK t + 1 l r t �, APPROVAL OF THE ENGINEER AND THE LOCAL " osed '�' !f 1 i i r t BOARD OF HEALTH. 2" iNl'/ERT 4,T PUMP CHAMBER (OLI�T) N/A iC. A Proposed y,. /. "AWN 4s x --- _ .�- 4" Vent Pr ✓ -. QI ti 2 BE INSPECTED J r� (; ! i \\ i i r ( I i _.,_.____ taining Woll _ _ v � . �� T-H":flG/�----�{�� �' , � P`1t,e Ir � � � I I i ! ' � 12. SYSTEM SHALL AS REQUIRED BY Desigtl rT 12.18't '12.18't ,, \ 1 , r TITLE V. INVERT .A I DI S BOX (IN) _ _ -_-. � ' ., r 12.:�1° 12.C?1 ` �, `� � p Gar `� ` Y Vim"AND CON -. WALL ' \ \\\ �� 11 ' ! i i t i s •4 Ih+i'k_RT AT C1I aT. BOX (Ou r) .r ___._-•_.___._ , �� 13.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY Wooded o d e d 17 _,.___ -_,BE REMQ'VE6 d y ` \ \ ` i t i \ ! TITLE V AND AN AS-BUILT PLAN INVER-cS AT i_EACHINC FACILITY: 7�. - .--�-_�° �� \ t ,.' 'C ! i � •"'' OF THE `'STEM MUST BE OBTAINED BY THE 18 \�, :� ' \ Wire Fe),Ce i ` i CCNTRACTCR UPON COMPLETION OF THE .ABOVE WORK. 4 l iV VE R T �_ I \ I AT --r ,__._.____,_- ;_;___ f, '� \ i ! '^'� i 114.THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE ■ LEACHING, FACILiT'Y 11, 78� 1_? �_ o ---- - S71'11`40" - __---, _.���, _ -_�_ - -.0 - ->� \ �. / \ 1 I I# t 5cola; l = 20 ELEVATION U'F CURE Ai:�. r 4`(i,68' n F r::7h :ifcc ode F 7c `l DISPOSAL UNIT. - er a-- � - \ �, (, � - T ;L` " I_E 15 2( U 4 5L FEET AT LEAC',idldG FACILiT•= 15,50 ± 1";>.`rJ'� - � r��" OF 41,4S �, -� PLANS I _ _.-, ^\ �,.� `i � r', I !� 1 I i ALL UNDERGROUND UTILITIES SHOWN WERf�. CON- =I >� 0 � • p �ti/ y� i ; i i ; PILED ACCORDING TO AVAILABLE RECORD1 4�?4 Y t1c7BERT a. S� i i i, i i i i EI.E,J„VCV4 AT TOP _ , DRAKE m � AND ARE APPROXIMATE ONLY. SEE CHAPTER 3,C. C ate J:�ne 4 2002 i I I I ACTS OF 196.:'J, MA.SSACHLISETTS GENF•_RbL LAWS. Drawing OF `r.,V'>!,NG �=A},•°Iry,3'�`s., 12.61 :� 1.,.•G1 � '>< _. .._._ __.__... 0 No, 4 b41 ,� I i WE ASSUME NO RESPONSIBILITY FOR DAMAGES Qt�si n s \, i 1 INCURRED AS A RESULT OF UTILITIES OMMITTED OR Check A.M.IN. Ei_E.,� k"IsC1r A.1 ' T 0M ' 'F '��'s:�`� W \ \ SCA'1"*� 20' I INACCURATELY SHOWN. THE APPROPRIATE PU$LiC i t I ,", `� °�J � `� �8 � �'' '�° !�, \ \ i � F ENGINEERING DEPARTMENT SHALL BE CONTACTED AS Crown J.F3. ,�►�sll,.lG FA,.ILiTt W L A DIG SAFE H NUMBER 1 rJ0-372 48 _ EL S C _(P _S - 44•! Job. No. 2.1116.00 rz _ 12 a '� 10 2 30 40 50 FEET Last Rev. 12-12-05 of 3 Stratouty.dwg a 2'-6 24• DIA. CAST IR N OVER 2'-2 1/2' NOTES: �O Revisions: P# 11196 GRD. EL. 18.1 TEST BY: ARNIE OJALA AND FRAME �TYP� 1 _I B t. CONCRETE - 5000 PSI MIN. °ry _ TEST PIT #1 GW. EL. N A WITNESSED BY: ARLENE WILSON A A STRENGTH O 28 DAYS 1'-0' I _ • VENT REQUIRED 1 21 03 MOTTLING EL. CERTIFIED BY: �- to-o -� COVER 8' iv 2. STEEL REINFORCEMENT TOF=17.50 Y DATE: ___L�_ . ....� �..,...R..,. .�:•.::•::.:. _ - +- - - A TM A 1 5 1 3 SEPTIC SYSTEM S 6 5 GRADE 60 - - 2 0 INLET OUTLET COVERS T B BROUGHT TO L MAP 0 & O HT OC S M E U 2% MINIMUM FINISHED I AREA " ° FI IS ED GRADE OVER LEACHING E n. • a•- � FINISH RA LE 7 ELEV. SURFACE SOIL SOIL SOIL SOIL 24 DIA..MANHOLE•COVER• `.••.1�•r0•�•..•..-.•. - .I � " WITHIN 6 OF FINISH GRADE NOT SCALE - LOCUS 18.1 DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER 6 - FT 3. COVER TO STEEL - 1 MIN. L=27 S=.02 7 0 0 g ZABEL FILTER- - 20' 4" PVC SCH. ASSESSORS MAP 114 PARCEL 9 _ 12-12-05 ADDED PROP. GRADES Q T (Atoo) g 1YP. • FIRST TWO FEET TO 3' MAX.10YR 2 1 I , TEE W/EXTE SION .I .1 ( ) L=16 S=.02 L=42 0 -7" A / - - :n �o ,� BE LAID LEVEL _ ADDED PROP. RETAINING WALL I INLET q'_t• 17.54 TEE UOU10 DEPTH PLANW 12.71 ew 12.14 11.97 0 0 o eo)A 3 „ 6' MIN. 3 4• TO 1-1 2-STONE •_-_:_. z:_ / / 13.25 1500 GAL 11.65 _ _ -- ADDED NEW DWELLING LAYOUT SAND 7.5 YR 4 6 �--- 7"-24 B L. 11.65 5 IA. KNOCKOUT D5 I KNOCKOUT I D A. OCKOUT SEPTIC TANK t �: 1 2.46 .6 16.1 1 TYP TYP # 9 5 ) ( ) LEACHING Zonis Summer PRECAST CONCRETE SEPTIC TANK BOTiOM ON LEVE17STABEt BAS .•p g Y ADDED PROP. SAS SYSTEM 24"-120" C1 M/C SAND 2.5Y 7/4 '°" F, 2" '•::'••'-.• 81 REINFORCED, WITH STEEL 3 I~ � FOUNDATION 5' MIN. CLEARENCE Zoned RF-1 BOTTOM PLAN VIEW CROSS SECTION VIEW Min. Lot Area 1-07-06 ADDED TP#3 AND #4 TO PLANVIEW LJ ZTO BE INSTALLED ON A TEST PIT #4: 43 560 s.f. WATER OBSERVED ® TOP PERC HOLE PERC RATE: NOTES 3) INLET AND OUTLET TEES TO BE CAST IRON -i " -}- LEVEL & STABLE BASE. SYSTEM1 PROFILE Min. Lot FrontageAND PROVIDED PROFILE SECTIONS. OR SCHEDULE 40 PVC. O O 1-3 NO GW OBSERVED AT EL. 4.65 NONE o 13.93 MIN./INCH 1) SEPTIC TANK TO %ITHST�ND H-20 LOADING TEES TO'9E CENTERED UNDER MANHOLE_COVERS. g• Min. Lot Width 20', g• Z 2: NOT TO SCAT:E NO GW ADJUSTMENT REQUIRED Min. Setbacks: 125 - 2) ALL PIPE CONNEC11ONS AND CONCRETE CON- STRUCTION ADDED PROP. WATER SERVICE TO BE WATERTIGHT. 1 500 4• " Front 30' TEST PIT #2 GIRD. EL. 18.2 TEST BY: ARNIE OJALA NO. OF GALLONS: , 2 GW. EL. N/A WITNESSED BY: ARLENE WILSON SECTiON A_A SECTION B-'B I Redae 15' 2-20-06 ADDED STONEWALL LEFT REAR DATE: 1 23 03 MOTTLING EL. CERTIFIED BY: DISTRIBUTION BOX DETAIL �TOF=17.50 CHANGED PROP. GRADE-LEFT REAR ELEV. SURFACE SOIL SOIL SOIL SOIL i,SEEM TANK DETAIL INLET & OUTLET COVERS TO BE BROUGHT TO Overlay Districts 18.2 DEPTH HORIZON TEXTURE COLOR M SOIL iNG OTHER NOT TO SCALE DB-5 W/ BAFFLE WITHIN 6" OF FINISH GRADE FINISH GRADE 2% MINIMUM FINISHED GRADE OVER LEACHING _ _ } _ 7-15-06 REMOVED PUMP CHAMBER + NOTES L-29 S-.ot5 Resource Protection Overly 2 Acre Min. NOT TO SCALE - 4" PVC.SCH. 40 y 4"-0" 0 ORGANIC 10YR 2/1 (T\'P.j • �•- FIRST TWO FEET TO Water Quality Overlay - AP CHANGED SEPTIC SYSTEM ELEVATIONS s L=36 S=.015 / BE LAID LEVEL Flood Districts - 2�•WA CAST IRON COVER(H-20) GRADE AND FRAME wTHIN 0'OF SURFACE 12.93 U12.14 11.97 -SEE SAS SYSTEM a 0"-4" A L. SAND 10YR 2/1 �.-fit SURFACE SLOPE, s- 0.02 713.37 1500 GAL. (ABOVE) $ 17.9 s�AwasTIo-•I pTM noes E.�12.48 'io 2'u�ER OF SEPTIC TANK #2 12.68 A - TO 11 N.G.V.D. 1/a•-1/2' oo " B + C 4"-10" E M. SAND 10YR 0/2 E.-1 . wnwunaM vR WASHED sTI>He 1?,3 [= O � o 3/4"_1 1/2. DOUBLE FOUNDATION O r r TO BE INSTALLED ON A " o o i� Rc� o o (4"'ON ENDT°"s + ODES) DESIGN ANALYSIS 10 -34 BW L. SAND 7.5YR 3/4 15.3 , , , , , ZLEVEL & STABLE BASE. SOME oxloE LENCTM-42' DESIGN FLOW: 34"-120 C M. SAND 9.5Y7 40 STAIN AT 9-9.5 UNDIS7URBm STING SOL z (5 bedrooms) x (110 GPD/br) = 550 GPD 8.2 FEET (MEDIUM sANo�° SYSTEM �2 PROFILE PROPOSED LEACHING DETAIL SEPTIC TANK REQUIREMENTS: BOTTOM PERC RATE: NOT TO SCALE { (550 GPD) x 200% = 1,100 GPD WATER OBSERVED 0 NOT TO SCALE 1,500 GPD MINIMUM REQUIREMENT TOP PERC HOLE r NONE ® N A MIN./INCH '° 100 YR. FLOOD EL. 2-1500 GALLON SEPTIC TANKS PROVIDED TEST PIT #3 GIRD. EL. 16.5 TEST BY: DAN OJALA PROPOSED ROW OF RED �''•� ��� LEACHING FACILITY REQUIREMENTS: GW. EL. N/A WITNESSED BY: DONALD DESMARAIS CEDAR OR ARBORVITAE, 6' CONNECT TO EXIST. ��•.� �♦ �♦♦ i (550) / (0.74) = 743 S.F. Project Title TOP OF WALL TOP OF WALL HT MIN., 6-8 O.C., NO PUMP DISCHARGE ♦ \ \ •. DATE: 1 03 06 MOTTLING EL. CERTIFIED BY: EL=19.0 EL=19.0 EXISTING LIVE TREES TO BE �♦���``� `\\ ♦♦�\ ♦\ ` \\ REMOVED. \ ♦ ♦ \ \ ELEV. SURFACE SOIL SOIL SOIL SOIL i"' ____-- ♦♦`♦ \ \ \ \ LEACHING FACILITY PROVIDED: DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER '� CLEANOUT • '"==�~ \ Fod. 1 ������♦� ♦ `� \\ 1 C \ BOTTOM AREA = 42 x 12.83 = 539 S.F. 16.5 71 1140E Exi i i h foc e F ♦ ' 9 9 Ce .r � ( 1 ♦ ♦ ♦ �. ♦ � \ I \\ yw oHW___.- \ SIDES: (2 FT) x ({2 x (42 + 12.831) = 219 S.F. 0'-12 FILL �W - PROPOSED j ♦� ♦ ` ♦ \ 1 15.5 / cn x 18 + �� �i _'li'`�`�♦� \\ \\ \\ \\ \ TOTAL AREA PROVIDED = 758 S.F. idence ,. - _�_ _ \ , , \ - Res 12 -18" A SL 10YR 3/2 Uii/it - s '1.7 \ \' `'' �' ♦� \\\ (758 S.F,) x 0.74 561 GPD 20/ y v .. moo _S -- W00 %�gilne 0 . \ • \\15.0 / Po/e F --18fs /\ t ,Gh e+y, 1 \` \ \ \ \ \\ \1 \\ \\ �' ` \ 18 -43 B LS 10YR 6/6 / , w ` \ �s`• NOTES, i N o � Leo Leaching �,� 3.5_6.. 5- Z a iv n �13.23 1 I 1 I 1 1 � ; \� ♦ -� ., 12.9 ._--- / Woo d eid �h - ?�` TIVG Pit � �l STORAG oo \ 1 , \ \ \ \ ` \ 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION 143"-132" C1 M C SAND 2.5YR 6 4 °� --�` e •- �• ♦/ I I \ 1 \ \ \ \ / '� --- Io 'Y3.$"M__ 1 I I I \ \ \ \ METHODS AND MATERIALS SHALL CONFORM TO 74 5.5 / / l I� SHE �6�� R/A filoU .�is�� �1 / 8 1 1 I i 1``` \ dr,\,,�,.. y �� / 23,0 / ♦ \ ,� \ ` TITLE V OF THE STATE ENVIRONMENTAL CODE AND �' AR / / 1 I I I v \ ` � � .-^ p ` Existin \ \ •., BOTTOM + j _ .�! / 22' 'i \ i Boat 9 ' 1 I 1 I y` 1 c, \ \ 1 �'\ TOWN OF BARNSTABLE RULES AND REGULATIONS. •c WATER OBSERVED ® PERC RATE: F,f o, ♦ ,_ c�• Garrison t / I /douse I t 1 I v 1 \ \ . TOP PERC HOLE / �N „ ♦ Z. GROUT TO BE USED AT ALL POINTS WHERE PIPES l i 13.28 E>732 1 1 1 l a \ \ 's' , Existin P � 13.2 NONE ® G2 j TEST / � 9 00/ +. � ! i 1 1 1� \ �-\ '� ♦ MIN./INCH I i I R E1` R V E--✓ , PIT / �/ / 13.49 �' it `♦ ENTER OR LEAVE ALL CONCRETE STRUCTURES IN �• I I --A R E A #2 \ i �� �+ I / \ J I 1 I 1 i ,+ \ ORDER TO PROVIDE A WATERTIGHT SEAL. Lane TEST PIT #4 GIRD. EL. 16.9 TEST BY: DAN OJALA / / of / / /' Exls/ 13.38 G!�!. EL: N A WITNESSED BY: DONALD DESMARAIS �� 1 +"---� ';�}��1 � -�� l lstln \ 1 1 \W �� � �' 1 i �` 3 •` 3. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE --' ree%ne �,,,�i "4' FEIJCE �, Exls#Ing Mason \ / \ \\ 0 �! 1 t I ` SEALED WITH NEOPRENE GASKETS OR ASPHALT DATE: t 03 06 MOTTLING EL. CERTIFIED BY: ' r 9 !r \F !1`Poo/40/c ` / /� ! 1� t I v I -p \\ ti \ O 1 P/ant Bed 13.27 1 / / -- 1 ! /v i { ♦. .. '�' \ CEMENT TO PROVIDE A WATERTIGHT SEAL. _..,. .. _. .. 1 i 13.2 r/> 4 0> 1 ELEV. SURFACE SOIL SOIL SOIL_ SOIL 1 ,•-� artif�" - : 1 HORIZON TEXTURE COLOR MOTTLING OTHER Bed 4 I 1 I 1 I ai, 16.9 DEPTH � EixlSt/n �. N E ♦ � / t \ ,� -L. 4. PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION , i 1,500 Go% ► 0 O o s 1, 1 \ sl. i 4 \ Bed I / 1 1 1 d / _.: 0.5terville, *� 1 p \ Pr aed Porch ri \ 1 Ste a / / J � ,� BOX AND LEACHING FACILITY TO WITHSTAND H-20 0"-12" FILL \ S tic To s ` ♦ FEENC P I I - I LOADING. 15.5 \ \ I \ 1 O De id. 1 1 1 -\ \\ ! �-5 --S-- Ex�s in I ♦♦ aroge• \ / rg \ SfQr3e lea// �i i I 1� 1 •` i ai,. ! Ma 9 F F - 5. A PI I TH L PES N E YSTEM HA 1 . L S S LL BE CL 50 12 -24 A SL 10YR 3/2 ! \ Exi Ing O- x �� I Lead ' �'1'3�5 1 C`j t\i1 1 I 1 i /tc�sgr'E'Uo ♦ '�� 1 ! DUCTILE IRON DI OR AS SHOWN ON THE 15.0 \ 10 EB ! I nPber ose ! ( ) f \ \ � (See Deta'i(t� , I. P E FALL 1 ! K'o�k 1 / i DRAWING. 1 `1 24"-48" B LS 10YR 6/6 i \♦\ \\ x/sting CB cs� + ! /+� 1 Gale 12.9 `�\ \ With 6' �;erf Sump / \ °� 1 t 1 Fx1 ' / s�r,� •�� -/ 6. WASHED CRUSHED STONE SHALL FREE OF ALL Exist. Septic To B \ 1 1 ier / / \ � Existin I Bituminous I e & �'�'N �i j I B•e s/ 9 P• � � ���X DIRT, DUST AND FINES. Prepared For 48"-147" C1 M C SAND 2.5YR 6 4 \ e ♦ 9 ♦ ncrette Pavement Pumped f Aba d I E„, ! 1 1 I / Gr c/S o�d, . 4.65 Connection ♦ a I 1 r I ids °ii 7. AT ALL POINTS OF INTERSECTION OF WATER LINES BorroM I �• PROP. 1,500 AALON °' , 1 L a� t . ♦ / / ,. I AND SEWER LINES, BOTH PIPES SHALL BE CON- 74 Garrison Lane PERC RATE: r `� : ` H-20 L ADING ~; r 41 c / / / / WATER OBSERVED ® TOP PERC HOLE - ♦ I c 1 1 / / �'E-�"' STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO N A ♦� `♦ ♦� SEPTIC TA K 2 L a w y ° 1. A NONE ® / MIN./INCH 1 ♦ # $ PROP. Ff�D ♦ I r / / / B� PRESSURE TESTED TO ASSURE WATERTIGHTNESS. C�sterVllle, MA ♦♦ �� �, 4 ELEV. NO GW ADJUSTMENT REQUIRED 1 G \ ♦ �� p ( ,/ /• Steps- g, SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE \\ ♦21J `�_� `♦ ' MANUFACTURED BY ROTONDO OR AN EQUIVALENT WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL (A & B HORIZONS) \\ ����` �' " ♦��\ mod' ���♦ ° I. I• I I I I /WA q I I Ramp MANUFACTURER. TO BE REMOVED AND REPLACED WITH SOIL CONSISTING OF CLEAN TEST \ A EA O� LAV,I�I TO bE REPLACED TH Barn Main Street '� / �YI Barnstable, MA GRANULAR SAND, FREE FROM ORGANIC MATTER AND DELETERIOUS Ass r Ma 114 P.r /. ♦ �u Li hf�/e ` 3 o i 'I W� \ N TINE i& NAl1VE OMPA�iBLE OODY f ! 9. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING o26so SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OFs'so s p n ce \ #3 \ / I 1 i t ! ! t, AREA AND BACKFILL WITH MATERIAL AS DESCRIBED 1 t I o ` I SH UB� & HERBA EOUSI PLANT PER 1: ON PLAN. SOIL SHALL NOT BE USED. THE FILL SHALL NOT CONTAIN L.C. \F644-55 C t. 46074 \♦ \ O ° •Q Exi O '.�'_ `'':'`�=`.' :c .''' �'.•' •- -.: ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS, USING \ TEST ♦� \ sting i �� ) 1 p / DE CRI TIO IN 01 & I�V i +......,: \ PIT \ 0 1 Stor o I I / P y > C OR NA ON WITH CO SERVA ON 1 "' A 4 SIEVE, SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE TIN / 8 ° 4 V ri i ZO' n. l M # \ 1 ♦ h ) Owe//in I o h 4. i c� �I 1 \ ) / o ,� t / ENT. OF THE FILL. UP TO 45% BY WEIGHT OF THE FILL SAMPLE MAY BE ND •_ •�' ,• • •,„ , - - ,� .• • -�• �' -- F.F.E-16.9 0�' I i \ ¢ I . 10.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO �'t•• �'''-•• �_••`'��_ RETAINED ON THE #4 SIEVE. SIEVE ANALYSIS ALSO SHALL BE \\ I ° t,o -"- ;<`-- 3, 1. l LI e w n r / j I j ! ! I I ' OPERATE OVER THE LIMITS OF THE SEWAGE DIS- PERFORMED ON THE FRACTION OF THE FILL SAMPLE PASSING THE \ PRO"'. WATER i' S �' i c) I f2g' I pl I `° t / ! ! t POSAL SYSTEMS DURING THE COURSE OF CON- A. R Wdson Associates Inc. #4 SIEVE, SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL CONNEdT TO EXIST. WATER PIPE j �' \ IT �� / Oct 8 0 o O I MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 1 � \ #4 - � � 1 1 ,--� I I O' becid. � � � � i STRUCTiON OF THE SYSTEMS: PROPOSED 12.83' .x 42' SAS FIELD . I ' O ; ° 1 i I I � i 1 ' i � MODIFICATIONS 508 3T5 0327 FAX 375 0329 EFFECTIVE % THAT MUST 6' 1 °I t I 11. NO FIELD MOD F CATIONS TO THE SEWAGE DISPOSAL SIEVE SIZE PARTICLE SIZE PASS SIEVE % 4-500 GAL. (H-20) LEACHING CHAMBERS / O 1 i ! I I p i 1 i 04 ► ' SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN / 1 �\ �' 1 1 ecid ( I 1 4 4.75 MM 100% / PIPE INV. EL = 11.65 / a ! APPROVAL OF THE ENGINEER AND THE LOCAL Drawing Title 50 0.30 MM 10% 10%�� / t ` / a \ 1 , I I Q i t BOARD OF HEALTH. 100 0.15 MM 0% - 2 / # 200 OA75 MM 0% - 5% _� PROP. WATER PIPE E 's r I c ( l j 1" l ! 1 1 041 i I ! I 1 ' i2.THIS SYSTEM SHALL BE INSPECTED A RE UIR BY i MIN. 10' FROM SAS FIELD j Se tic ► y ; i i I 1 v SGTM4R51�" IS REQUIRED � 1 i ( / TITLE V. i PROP. 1,500 GALLON \ \ ' I 1 1 t i I ► 1 i f r ' 13.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY / \\ a�i 1 I 18' id \ J 1 I !( t TITLE V AND AN AS-BUILT PLAN INVERT ELEVATIONS: SAS #1 SAS #2 W o o de d H-20 LOADING ♦ � ` y I I 11 1 U 1 1 1 ' •, \ i OF THE SYSTEM MUST BE OBTAINED BY THE SEPTIC TANK #1 ♦♦ \ ., w IEx t. I I c l 1 I '. Sub5urfa ce �p 1 �,► tip ,c 50 � i t I I I � j ��,v i CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. �• 'f 1 Tf ' ♦ �♦ �� �♦ *° d1 1 O I �. R ASI OF B ACH jGRASS SOUTH t. 4 INVERT AT BUILDING 13.25 3 3 / j / a,_ ���\♦` 6' �� (� / / 1 t I 1 / 1 F I THt PIER WILL1 BE 14.THIS SYSTEM IS DISPOSAL UNIT. NOT DESIGNED FOR A GARBAGE " INVERT AT 1500 GAL. TANK IN 12.71'f 12.93't `y♦y, y L a `� e a ! AiNT INED IBY 0�/ERPLAfTING Sewage 4 E ( ) o,1 8'1 C. A� NECddSSARY _ `t 15.ALL UNDERGROUND UTILITIES SHOWN WERE COM 4" INVERT AT 1500 GAL. TANK (OUT) 12.46f 12.68f ` \ L a W1 n I I 1 Z1 / 1 1 i I� T'� � \ DECK ` t ►�1 / 1 I t I PILED ACCORDING TO AVAILABLE RECORD PLANSl t 1 1 1 / 1 I t AND ARE APPROXIMATE ONLY. SEE CHAPTER 370, DispOsa' o � / TOP OF OASTAL NK I I „ osed I �' / 1 i l �'; ACTS OF 1963, MASSACHUSETTS GENERAL LAWS. INVERT AT DIST. BOX IN 12.14 t 12.14 t 4 Vent tTOWN) t 1 I ( \ cb 1 t 1 t / a \ - WE .ASSUME NO RESPONSIBILITY FOR DAMAGES � Proposed INCURRED AS A RESULT OF UTILITIES OMMITTED OR Retaining Wall -.rtl �'����` �'�r - \�� ��� e1��,e � i I ` \ \\ �\\ ` I I 1 1 Design4" INVERT AT DIST BOX (OUT) 11.97 f 11.97 fIINACCURATELY SHOWN. THE APPROPRIATE PUBLIC ""^�-- ` \ t ! \ \ \ , i 1 1 ENGINEERING DEPARTMENT SHALL BE CONTACTED AS INVERTS AT LEACHING FACILITY: I I 16` ' / Con • ; �1V Ai�Q CON WAt L t i \ I t 1 I I I I o t7 100 \ E RENT VE[fi \\ t I I 1 1 WELL AS DIG SAFE (PH. NUMBER 1-800-322-4844) 4 INVERT AT / Wooded W ode �•. t \ \ I i i \ i LEACHING FACILITY 11.65't 11.65't �����-----''� 18•• ♦\ ♦♦� \� �,; � �\ 10 ; \ 30 \1 \ ! e Fence ELEVATION OF SURFACE . ° ° ° ° ° ° v► �\ \ \ J I I ELE 15.50't 15.50'f 5711140 W ..rr�, ° ° ° ° ♦ ♦ r \ \ �, i AT LEACHING FACILITY _ \ \ \ I I + i 1 I Scale:1 20 410.68 4' High Stoc ade Fence 1 \ dge ; 71 '1� ELEVATION AT TOP i OF - 1 w n 1 i OF LEACHING FACILITY 12.48'f 12.48'f OF 484tHo i 1 Fn . \p / I i I 1 I 1 I I I I i 0 10 20 30 40 50 FEET �r� \ O1 ► � I I4 1 I I ( I 1. Property Line's Shown Hereon Were Compiled From . Land 1 /-T�../ / r I I t I I Date June 4 2002 ELEVATION AT BOTTOM DRAKE �^ / I I I I r { I Drawing No. Court Plan 2664-55 And Do Not Represent An Actual 2 CML OF LEACHING FACILITY Survey On The Ground. � No,41134t o � I 1 1 ; 1 Design 9.65 t 9.65 t o �► , p sP Q t \ \ `` i Check A.M.W. OBSERVED GROUND WATER EL. (MOTTLES) N/A N/A 2. Elevations Are Based On N.G.V.D. �• \\ \ SCL1"= 20' I I 3 I Drawn J.V.B. 3. Locations Of Utilities Shown Hereon Are Approximate Only \\ Job. No. 2.1116.00 And Are To. 89 Verified In The Field. �- 10 - (7 G � 10 2 30 40 50 FEET . � 1 - Last Rev. July 15, 2006 of 3 ! Strotoulydwg