Loading...
HomeMy WebLinkAbout0019 INDIAN HILL ROAD - Health 19 Indian Hill Road 336-003 Barnstable 0 No. . .2.4 I Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: " PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippliCaYion for �Digogal *pgtem Cow5truction rmtt Application for a Permit to Construct Re air V Upgrade( Abandon ❑Com lete S stem Individual Components PP O P O Pg O O P Y P Location Address or Lot No. �_q s�, 1/h Owner's Name,Address,and Tel.No. Assessor's Map/parcel C, O®� , 4d-M Installer's Name,Address,and Tel.No. V d esigner's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 1-} Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title ) Size f Septic Tank Type of S.A.S. Descripti n of Soil / soo Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-'site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signe I Date Application Approved by Z- ._ Date �fo Application Disapproved by. Date for the following reasons Permit No. (7�' Date Issued U t No.,. Wlp . ( I;t Fee 00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1/ PUBLIC HEALTH DIVISION - TOWN!OF BARNSTABLE, MASSACHUSETTS- Yes 01pprication for. � gpogal *p.tem Cougtructtoli 71n. nYtt XApplication for a Permit to Construct( ) Repair(✓) Upgrade( ) Abandon( ) ❑Complete Systemdividual Components Location Address or Lot No. 1 r v� •i(tilti ` 0`1�) Owner's Name,Address,and Tel.No.N. Assessor's Map/parcel Installer's Name,Address,and Tel.No. r V '-uv�CJ�^CDesigner's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 14 Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min,required) gpd Design flow provided gpd Plan Date Number of sheets ,' Revision Date. Title Size,of Septic Tank Type of S.A.S. Description of Soil , (-�rA � �/� i 1OC7C� <A , / J.Ia Y i k .l,{}t� r 1 S0O 0 w `s 0 1 Nature of Repairs or Alterations(Answer when"applicable) h Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of _--" Compliance has been issued by this Board of Health. � r Signed / /✓Xr Date L r� 6 Application Approved by IF-1- Date S (/(v Application Disapproved by: Date for the following reasons Permit No. �00 Date Issued U ————— -- ------------- �Ar 0 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS SUS �cm ��� 1�e 110c,k (Certificate of Compliance THIS IS TO CERTTI-FY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( �) Upgraded ( ) Abandoned( )by at has been constructed in accordance t with the provisions of itle 5 and the for Disposal System Construction Permit No. a�Ub 7 7 dated L �UG Installer ,V . �� C1 Me, Designer #bedrooms U Approved design flow gpd The issuance of this perm`t shall not be construed as a guarantee that the system wilffunotion t s designed. Date L��` 0 Inspector �VV ' V u No. )-o*-/ I/ Fee /UU .THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1=igpogat,,*pgtem Con.5tructton Permit Permission is hereby granted to Construct ( ) Repair f( A Upgrade ( ) Abandon ( ) System located at CI N r ti � -� �0"� (-,A r\Atn.e,�A-4A A'nL 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: Construction must be completed within three years of the date of thi erm't. /��`� Date �� Approved by Ie Town of Barnstable IIIE Tp� Regulatory Services aaiuvsrna[.� t Thomas F. Geiler, Director 9�A MASS.9 •�� Public Health Division rED�NA'�A Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 April 12, 2006 Mr. Peter Watson P.O. Box 175 Cummaquid, MA ;02637 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5 _ The septic system owned by you located 19 Indian Hill Road, Cummaquid, MA,was last inspected on April I't, 2006 byMichael O'Loughlin, a certified septic inspector for the State of Massachusetts. > z I The inspection of your septic system showed that your system has"Failed"under the j guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: Tank is leaking and needs to be repaired or replaced. , You have 2 years from the date of the system failure to bring the system into compliance. If there are any questions about this reminder,please feel free to contact the Barnstable Health Department. 4 i BARNSTABLE HEAL H DEPARTMENT omas McKean, R.S., C.H.O. Agent of the Board of Health I COMMONWEn.L'I'I-I OI M-ASSACHUSE'I"I'S C� = EXECUTIVE QFI''ICIL OI., 'N\'IItONMENTAL, AFFAIL _ F DEPARTMENT or, ENVIRONMENTAL-PROTECTION TITLE 5 - 0 -ICIAL INSPECTION FORM — NOT F Ott VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A , ` CERTIFICATION e71 —` L(1 Property Address:'—Q 6 �l Owner's Name: --C �# Owner's Address: '7 4Q6B? Date of Inspection: Name of Inspector: (please print) M ichr►e Q'La Company Name: Mailing Address: It Telephone Number: Mpg_ -ay _c'aj 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. 'I'he 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 CNIR 15.000). The system: r Passes __►Conditionally Passes Needs Further Evaluation hN I.hc.L:ocal Ahproving'Authority, Fails Inspector's Signature:' Date: The system inspector shall submit 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: r0 a2 XQ1 CJACC OrL ****This report only describes conditions at the time of inspection and under the conditions of use at that. tithe. This inspection does not address how the system will perform in the future under the same or different conditions of use. k Title 5 Inspection Foi-rn. 6/15/2000 page 1 e - Page 2 of I I 1 -QF-r JAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTI?M INSPECTION FOIZM PART A CERTIFICATION (continued) Property Address: Owner: Date of Inspection: Inspection Summary: Check A,I3,C,D or' I,/AL_WAYS coilipleic all of Section I) A. System I'asscs: 1 have not found any inforrnatiori'��'hich indicates that any of the f:rilur-e cri teria described in 31 U CI\91Z 15.303 or in 310 CNIR 15.304 exist. Arty failure criteria not evaluated are indicated below. Comments; i3. System Conditiooally Yasses: y One or more system components as described repaired. in the "Conditional The systcrn, upon coritplction of th replacement or repair as approved by file Board of Health Will I ass section need to e be replaced or pass. Answer yes, no or not determined (Y,N,ND) n the ill for the following statements. If"not determined"please V_The septic tank is metal and over 20 years old* or•file Septic tank w ucturally unsound, exhibits substantial in l ( hcthcr metal or not filtration or exfiltration or tank failure is imntincnt. System will passe inspection if the existing tank is replaced with a complying septic tank as approved by the Board of I Iealth. 'A metal septic tank will pass inspection if it is structurally sound, not Icakin`'.and if a Certificate of Com IlaitCC indicating that the tank is less than 20 years old is available. p ND explain: G) O bscrvation of sewage backup or break out or high static water level in the distribUtiori 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 pipc(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system rquired pumping more than 4 times a year due to broken or obstructed pipe(s). 'files stem will pass inspection if(with approval of the Board of Health): y broken pipc(s)arc replaced obstruction is removed ND explain: 2 Page ; of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYs,n1,- VI INSPECTION FORM PART A . . CERTIFICATION(continued) Property Address: n. Owner Date of Inspection: H It OA 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 failuig to protect public health, safety or the environment. 1. System will pass unless Board of health determines in accordance with 316CMR 15.303(1)(b) that file 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 an),) 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'systcm (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 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supplylwe11. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more front a private water supply well**. Method used to detcrninc distance **This system passes if the well water analysis, performed at a DIP 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 I 1 i OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL. SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: Owner. Date of Inspection: D. System Failure Criteria applicable to all systems: You must indicate "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 Discharge or ponding of effluent to the surface of the ground or surface waters due to art overloa ,,r 9 clogged SAS or cesspool ded or 1V ! Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or .r cesspool 'V Liquid depth in cesspool is less than G"below invert or available voltmte is less than % day flow Required pumping more than 4 times in the last car NOT obstructed pipe(s). Number Of titrtes pumped Y O 1 due to clogged or Any portion of ttte 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 tributar to a sur y face water supply. lr `t Any portion of a or cesspool privy t� N P p vy is within a Zonc 1 of a public well. ' _ Any portion of a cesspool or privy is within 50 feet of a private water supply well. tt 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. IThis system passes if the well water r performed at a DEP certified laboratory, for coliform bacteria and volatile or'g:utic contpounusrs, indicates that the rve11 is free from pollution from "'at facility anti the presence of ammonia r'ogcn and nitrate nitrogen is cyu al to or less than rtit 5 ppm, provided that.no other failure criteria are triggered. A copy, of the analysis must be attached to this fornt.I (Ye /No The systcnt 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 I ealth to determine what will be necessary to correct the f tilureatem owner should contact the Board of E. Large Systems: To be considered a large system the system must serve a facility with a gpd. design flow of 10,000 gpd to 15,000 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 systcrn is within 400 feet of a surface drinking water supply the systcnt is within 200 feet of a tributary to a surface drinking water supply — the systcrn is located in a nitrogen sensitive area (Interim Wellhead Protection Area— 1 WPA)or a mapped Zone 11 of a public water supply well ^ If you have answered "yes"to any question in Section E the systern'is considered a significant threat, or answered "yes"in Section D above the large system has failed. The owner or operator of any large systcrn considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The systcrn owner should contact the appropriate regional office of the Department. I g 5ofII OFFICIAL INSPECTION`FOIZM -NOT FOWVOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM I'AIZT B ,` E �r CIIECKLIS I, Property Address: _Iq f, # Owner: J? Dil, , t , , Date of Inspection: p Check if the following have been done. You°innst indicate."yes"c'r"no" as to each of thc.followin Yc� No — Pumping information was:providcd by thc`owticr,occupant, or Board of I Icalth Were any of the systenl components punipcd out,in the lircvivus two weeks Has the system received normal flows in the`previous two week period V I-lave large volumes of water been introduced to the system recently.or as part of this inspection? Were as built plans of the system obtamcd'and cxammcd? (If t'hcy were not available note as N/A) T t — 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, Iocated`on site? : Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition of the baffles or tees, nlaterialLof construction, dimensions,depth of-liquid, depth of sludge and depth of scum ? Was the facilityownertl(and occupants if different from owner)provided Nvith information on'the proper maintenance of subsurface sewage disposal sysicros ? # ' The size and location of the Soil Absorption System (SAS)oil th"c site hasbeen deterininfed based on: YC$ 110 Existing information. For example, a plan at the Board of 1Iealtli, Determined in the field(if any of the failure criteria related to Pail is at issue approximation of distance, : is unacceptable) [310 CMR 15,302(3)(b)] y , r y 5 Page G of I I OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Properly Address: Owner: Date or Inspection: ------ FLOW CONDITIONS Number of bedrooms(design):4 Number of bedrooms(actual): ►^� DESIGN flow based on 310 CMIZ 15.203 (for example: 110 gpd x Il of bcdroorlls :Number of curTcnt residents: I ) Does residence have a garbage—grinder(yes orIs laundry on a separate sewage system (yes or n : [if yes separate inspection required) Laundry system inspected (yes or no): Seasonal use: (yes or no): Water meter readings, if available (last 2 years usage (gpd)): ;100 5 _ 6 Sump purnp (yes Oro): _ --- l t 000 Last date of occupancy: O y— 3 9 t ooa COMMERCIALANDUSTRIAL Type of establishment: Design flow(based on 310 CMIZ 1-5.203)s Basis of design flow -----.gpd g (scats/persons/sgft,ctc.): Grease trap present(yes or no):_ Industrial waste holding tank present (yes or no):_ Non-sanitary waste discharged to the Title 5 systenr(yes or no): Water riieter readings, if available: — Last date of occupancy/use: OTHER (describe): GENERAL INFORA1AT]UN Pumping Records Source of information: Q Was systcm pumped as part of t1�� cc4°�'�` -- a�� If yes, volume pumped: piL (A�®r gallons Flow Reason for pumping: was quantity pumped determined? TYPE OF SYS'I'EA1 JZSeptic tank, soil absorption systcm _-__Single cesspool Overflow cesspool —Privy _Shared systcm (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 a,�e of all components, date installed(if known)and source of information: I G?�} Were scw ge odors tccted when arriving at the site(yes o no .— 6 Page 7 of I Y OFFICIAL INSPECTION DORM — NOT.FOR VOLUNTARY ASSESSNIENTS SUBSURFACE SEWAGE DISPOSAL SYSTF,N1 INSPECTION FORM PART C SYSTEM INFORMATION (.contumcd) Property Address: 1 Owncr: VLRjeA, �.. Date of Inspection: ► ( _ BUILDING SENVE'R (locate on site plan) Depth below grade: Materials of constnrction: cast iron 40 PVC ` other.(explain): Distance from private %vater supply well or suction liric: Comments(on condition of joints, venting, evidence of Icakigc, etc.): SEPTIC TANK: Zoocitc on site plan) Depth below grade: 4L1 JuaAw cSY.- CU�►t� , t,a�� 'sQ' Material ofconstruction: �concrctc_metal _fiberglass polyctlrylcnc _other(cxplain) If tank is metal list age:-- Is age confirmed by a Certificate of Compliance (yes or no): = (attach a copy of certificate) Dimensions: I OC>pIOU _ Sludge depth: 3 Distance from top of sludge to bottom of outlet tee or baffle: 30�� Scum thickness: .I Distance frorn top of scurn to top of outlet tee or baffle: _N I . Distance from bottom of scurn to bottow of outlet tee or baffle: How were dimensions determined: �Q.u�L f nna4Q?J✓tL. -- ------—— Cornrncnts(on pumping recotnntcndations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of.lcakagc, etc.) - -- a1?2 wy stszo�rr.�wp— .N"u .. GREASE •TRAP: _(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 ice or bamc condition, structural imcgrily, 11quid levels as related to outlet invert, evidence of leakage, etc.): 7 Page 8 of I I k1 l OFFICIAL INSPECTION FORM — NO-I' F OR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSALS Y,STj.,'Nj INSI'I�;CTION FOItN,I PART C S�r'S'h'I�;1\'I INI�Oltili�l,'I'1O1Y tcc�r,tir,trccll 1'r0pert3' Acldress:-jfj -CjI f �� JGtW �w , Date or Inspcctiou: -- 17C11'i'or HOLDING TANK: (tank nnrst be pcnnpcd at timcof inspcction)(Iocate on site plan) Depth below grade: Material ofconstruction: concrete'---metal fibcrglas-s xtl}cllrvlcne other(ex rlain): ---- - -- ----------- --------- ------- Capacity: gallons ---- --- Design Flow: ---- gallons/clay Alarm present (yes or no): Alarm level: Alarm in workingorder Dale of last pumping: (yes ur no): - - C'htltfltanlr. (cnnrlilinn of nlnr-rn nrut nont mwltciwn, etc.): . DISTRIBUTION IIOX: (ifprescnt must be opcnc(l)(Ioca(c 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, an} evidence of leakage into or out of box, ctc.): PUIP CHAMBER: (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.): P Page 9 of 1 1 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS ih SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM I'ART C SY,STEN1 INFORMATION (cvnlinucd) Properly Address: Owner Date of Inspection: SOIL ABSORPTION SYSTEM (SAS): ✓ (locate on site plan, cx'cavation not required): If SAS not located explain why: Type ✓leaching pits, number: . 1 leaching chambers, number: leaching galleries, number. leaching trenches,number, length: leaching fields, number,dimensions: overflow cesspool, number. innovative/alternative system Typc/name of technology:_ Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, ctc.): -� CESSPOOLS: (cesspool must be pumped as part of inspection)(locatc 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;ctc.)- PRIVY: (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 I I ^ C� OFFICIAL INSPECTION FORM _ NUI I"OIZ VOLUNTARY ASSESSMENT'S SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INIFOIZMAT ION (continued) Property Address: 14 ►9 rl Owner: Date of Inspection: p SKETCH 01,SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including tics to at least two permanent reference landmarks or benchmarks. Locate all wells within I oo feet. Locate where public water supply enters the building. 7a' ' 4 � A_ a 40" a 13�_ 30_ 3„ to ,Page I 1 of I I , `« OFFICIAL INSPECTION FORM — NOT FOIZ VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYS"TINI INSPECTION FORM PART C SYSTEM INFOIZMATION'(con(inued) Property Address: Iq C�M Owner: Date of Inspection: I e) SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water L feet Oyv�- -V, �v ' 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 I-Icalth-explain: _ Checked with local excavators, installers- (attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Q� Ilu Vj T y_ - t�i �,lp• � U , h ' 11 FROM :down cape engineering inc FAX NO. :15083629880 Jul. 26 2006 12:39PM P1 Town of Barnstable tH! Regulatory Services 3 B,+gro .ogre a Thomas F. Geiler,Director RAW Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 ,f Office: 508-862.4644 Fax: 508-790-6304 nstaller & Designer CertifIcation Form Date: e�y yg -C 12C Designer: am J we Installer: Address: r,,.a,;_I sZ Address: �R T On _ _ _� was issued'.permit to install a (date) (installer) septic system at based.on a design drawn by (address) ` dated P-3 - a ( e gner I certify du it ilie septic system referenced above was installed substatitially accorcling 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..- C� 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. (InsTaller's S—ignffire �� ARNE E•P•: <� OJAIA. y No. 26348 (.0FESS10r� 41. P (D.esigner's igna e) . (Af Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC UtALTH DIVISION. CERTIFICATE F !COMPLIANCE WILL NOT BE ISSUED UNTIL BO THIS FORM- AND AS- BUILT CARD ARE RECEIVED BY ME RAMSTABLE PU13LIC HEALTH DIVISION. THANK YOU. Q:HealtWSepticMesigner Certification Form TOWN OF BARNSTABLE !q L;UCATION r f A 14 g,;,> SEWAGE # "LLa►GE ASSESSOR'S MAP & LOT �c?�a INSTiLLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACII.ITY: (type) % (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by c t 3 ff wd C-,+ f TOWN OF BARNSTABLE Lc CATION /9-ZA'J 1 an N F L k- SEWAGE # _ LAG'E ASSESSOR'S MAP & LOT 00 d SEPTIC TANK CAPACITY LEACHING FACILITY: (type) �� (size) NO.OF BEDROOMS_ A E4q6E)BR4&R OWNER 'fit ' UDQ:61sO rl PERMITDATE: ® COMPLIANCE DATE: Separation Distance Between ® Maximum Adjusted Groundw. able to the Bottom of Leaching Facility Feet Private Water Supply Well andaching 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 TOWN OF BARNSTABLE LOCATION J 9 :C,2d;A i a SEWAGE# zas- 39 VILLAGE_ ASSESSOR'S MAP&PARCEL 33.5 P !� t 001 I 1S 'ALLERS NAME&PHONE NO. [�Q�Ar) G. 1�i SsL'.J a Se,P 9'9P-o y SEPTIC TANK CAPACITY /.f oo ssT /eo 0 6 e c LEACHING FACILITY: (type) �j/'soo 4/�F r•e•.�( �e) //` X NO. OF BEDROOMS l�,L OWNER p .9 V_ ,8 ij_r -r- PERMIT DATE: /O -- C.S" COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet_ Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY To 7. Ciro 3 — 3o� 13 To -- 3a 3 -33s' o0 /0— 62 •6 C/te f� r . c:J No. � � �� � Fee THE COMMONWEALTH_O.F.MASSACHOETT&Y Entered in com puser: VS a PUBLIC HEALTH DIVISION -TOWN OF BARNSTAB,LE1 MASSACHUSETTS • Zfppricatton for Migpont *pgtent eons tr:uct of -ermit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon.( ) [NAomplete`System ❑Individual Components Location Address or Lot No. (q apV AN-TRR 1 L. &AX0 Owner's Name,Address and Tel.No: Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. gpJlM�l �C1 SS Lt N C� ,��-��� `�Oldsv��E i✓N�ZNC 91 Toury (dot LU �'10" nn A ►Ura%n Sc _ Sate-3loz-g541 Type of Building: Dwelling No.of Bedrooms Lot Size (44 sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers(Z) Cafeteria( ) Other Fixtures Design Flow '4417 gallons per day. Calculated daily flow gallons. Plan Date t ?►G��J Number of sheets 2 Revisiori Date N/A Title:5 lice. a66i LoT 6 a ::Twig tiram L Size of Septic tic Tank t500 � ���YPe of S:A.S. t� Description of Soil , t u-+`►At �`�'(D t�N t.► Tb N k5 sk-ws> Z 0 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: , The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- r cate of Complia ce has been i ued by this Board of He th. Sig ed Date /6-JP— os Application Approved by Date /6 !/ fj Application Disapproved for the following reasons Permit No. Date Issued d /I' S �.` 1!j0Fee �s THE COMMONWEALTH OF.MASSACHUSETTS Entered in computer: UbLIC HEALTH DIVISION TOWN OF BARNSTABLEs MASSACHUSETTS 2pplication for Mioponl *potent Congtruction Permit . ne•. lit ' k I Application for a Permit to Construct( )Repair( )Upgrade( .)Abandon( ) O l°omplete System ❑Individual Components Location Addressor Lot No. ( CSrjuAtj 1 W Owner's Name,Address and Tel.No. ' UU 2 1jA�JlL� `/V SSA tTOS ,`.�bg—310�}ZQ7Z,rj Assessor's Map/Parcel 3 ` o 5 t� �=N �N�a l t 4 ) Installer's Name Address and Tel.Nos Designer's Name,Address and Tel.No. n iLww C�5�L g�e.1r�N ktss�.t rV& -1-18-04 qI —Few &UX-)K (ZO ACZttiw-R-1 Lam- �G. f. Type of Building: rr ((--^^ Dwelling No.of Bedrooms Lot Size �P'qi q`Asq.�ft. Garbage Grinder( Other. a of Building _ "''No.of Persons;_,.Typ g � � Showers( s�. Cafeteria - Other Fixtures Design Flow gallons per day. Calculated daily,flow --gallons. Plan Date 3 Number of sheets Z Revision Date Title J rTL Z I4{V -L©T S iS :: {U P41 V I OeM L Size of Septic Tank I500 9 RL Type of S.A.S. �,r 41 ry Z GI-, r run 'Description of Soil Rev i2 L �7 �ry Tb �N I=S;;&-NQ i Nature of Repairs or Alterations(Answer when applicable) I Date last inspected:- ; << Agreement: \ . The undersigned agrees to,ensure the construction and maintenance of the afore described on-site sewage disposal system A- in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- y :. Cate of Compliance has been issued by this Board of Health. ' G ton d C • i r. Jt�. Date ' Application Approved by Date- /B s` Application Disapproved for the following reasons _.Permit No. Date Issued I d M `— — ---�—=-- ------ ----- ---------- ry THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Complianyce.. ;. THIS IS TO CERTIFY, thpyhe On-site Sewage Disposal System Constructed (j XRepaired ( )Upgraded( ) •Abandoned( ; )by I► tJ K�1_I f)U at Sti01�3 BV 1d2.tl'�(L (�J Pc(Lfti�S�If4�I C�' ,(fie has been constructed i accordance with the provisions of Ti e 5 and the for Disposal System Construction Pe t No. U 5 q`"dated D 1 S Installer ` �'f ,• o I-sa-An(-7 Designer,10I1 - �t tY1l ` The issuance of this permit ss a not e construed as a guarantee that t e syste i Q ion as designed. Date 1/ (D Inspecto r • t Now �dU 5. l Fee THE COMMONWEALTH OF MASSACHUSETTS , AR , t ., F' '.PUBLIC Hf�ALTIiTDf'vIS{`ri�N - BARNtfABLE -M,+SSA�°HU-SE-TS _s Migpogar 6pgtem Construction 'permit Permission is hereby ranted to Construct( - Repair( )Vpgrade( )Abandon( ) - System located at -try 01 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the"following local provisions or special conditions. Provided: Construction must be completed within three years of the date f this p i . Date: l a l g I _5 Approved by FROM :down cape engineering inc FAX NO. :150836298eO Jul. 26 2006 12:39PM P1 Town of Barnstable fH! Regulatory Services HAS s Tbomas F. Geiler,Director ]NAM Public Health Division r 0 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Zu Ae jr- �6 i Designer: Q44a. Installer: Address: q tu�, ;�� Cr Address: �? - �;• On g y, was issued a-permit to install a p . (date) (installer) septic system at i JeAj based.on a design drawn by (address) ` go dated V (designer) J I certify tbat-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. i 3 (In O s alley s rgna e ARPJE H: OJALA y 4 No. 26348 (Designer's Sigr iac)_ ( Stamp Here) T T PLEASE MTURN TO BARNSTABLE PUBLIC IILALTH DIVISION. CERTIFICATE OF COMPLIANCE—WILL--NOT,BE-ISSUED UNTIL BON—THIS FORM- AND AS- r BUILT CARD ARE RE4 CE VED BY THE RAMS LE P LIC HEALTH DIVISION. TE[ANK YOU. Q:Health/Scptic/Dc4igner Certification Form �J attic beam %'„Z'yTfIw Y Bmillc 1 p s of 1 3/4" 11 " �3 TJ-Beam(TM)6.05 Serial Number:7002121371 -- �" 1_ / 1,9 Mi orollam@ LVL �1"Z C3) �f �e q , Pagel EnginUser:2 e Version:1.5.2 THIS PR�DU& MEETS ORIEXCEE CZbN THE SET DESIGN V,L' S GN V CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 13' Primary Load Group-Residential-Sleeping Areas(psf):20.0 Live at 100%duration, 10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 1690/916/0/2606 A3: Rim Board 1 Ply 1 112" 1.5E TimberStrand®LSL 2 Stud wall 3.50" 3.50" 1690/916/0/2606 A3:Rim Board 1 Ply 1 1/2" 1.5E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2539 -2113 7481 Passed(28%) Rt. end Span 1 under Floor loading Moment(Ft-Lbs) 8040 8040 16137 Passed(50%) MID Span 1 under Floor loading Live Load Defl(in) 0.207 0.317 Passed(12735) MID Span 1 under Floor loading Total Load Defl(in) 0.319 0.422 Passed(L/476) MID Span 1 under Floor loading -Deflection Criteria:Specified(LL:L/480,TL:L/360). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBS TITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. y►eww4� OF IL1ASs9 �r PROJECT INFORMATION: MICHEL.E OPERATOR INFORMATION: �`o C. tiG for: Peter Watson MICHELE TUDOR o TUDO3 m r 19 Indian Hill Rd. . XTREME ENGINEERING � No. 34:'74 ; I.Cummaquid, MA 123 Cottonwood Ln. a STRUCTURAL p Centerville, MA 02632 a� 9�c Phone:5087717601 C� a Fax :5087717163 ►►PV, as ►rev• mctudor@comcast.net Copyright ° 2002 by Trus Joist, a Weyerhaeuser Business Microllam° is a registered trademark of True Joist. 03 C:\Program Files\True Joist\TJ-Beam\Job Files\2004-WateonAtti CBm.sms J✓ti1,-�1•i p►dt-AAA I, OF C. G co ... ON M I 0 6 I 1 � j I I j I i I \ Ie�p AOQ� MICHELE q�'y C. N� ---------- ---- _—- — ---- - Sl HUG i U ilAL ON A I i°ir.,. 16 o. i ------------ Search for Map/Parcel 335019002 sJ3 Town of Barnstable For Parcel Number 335019002�� _ _ _ _ Rental Property(Y/N): r V Business Name ! _ �. Zone of Contribution(YIN) ;r�� Area Number J Contaminant Rel(Y/N). ,r Phone �, �, Fuel Storage Tank Permit: r` 'y - � ��� Card On File: Disposal Works Perc Test Well Permit Construction i� 2005397 File/Permit No: , Issuance Dater L10/18/2005 Completion Date: {_ 06/06/2005! i Size of Septic Type/Size of SAS:j pump chamber w\4 500 gallon chambers Tank: 1500_ Comments: Will be#19 engineering dept is way behind.4 bed,Kissling. ***Need Eng*** )I i Innovative/Alternative Technology Septic Systems Single or Clustered i IIA Type t� I/A Service Type. _ add delete records? I i } ResidenCe e ---- 19 Indian]f-$ill Road Barnstable,1k4A 02637 open i closet :�drowehs IV n rcil F csi i on to be determ nd n the held i J1, cupboI a Peter w2lts�c,u obove N o - - - - - -- - - - -- -IL--� .x — r-- I� \ t QJ U a' I STI D`I' - P.O.Box 175 Cumma uid,14A 02637 . u` 4'-9 112 508.362.7861 - bookshelves/ " fI r L114iiI $ .�z��•?SK k•2S L•V.l,. le storage ARCHITECT f-• i\ FRANCESCA RUSSO ARCHITECT Sk-l� 241 Shrlh A.arwe M New I I York New York II I •X existing DN- 10014 . fires er 14'/<l7_1 IV S1 �C 1XlM-�- To 2126200563 �,ocAT�ert• �sr�• (vIR-T- A-AAA N �V 8—� � MICHELF 9C'SG 0 zC,R N � TUp N SUITE o No-34774 . BATHROOM new...; ftUc;1URAL R' A —— —— whu pool GUEST linen 9F�istEt�� i 42 :60"- BATHROOM closet } �1 qua Inew sink & 2'-2 1/2" c A� X (dressing toble o ' S Q' Iw/ f ree co 00 (D I standing mirror new I / ! r'' shower 6'-8 1/2" new ems; A1/ linen N \ unit (V Y \ �, closet 36"x36" LEVEL 2 p00 OPD- TON 3 pRELMNARY DRAWING TITLE t Level] 2 plan e option 3 O PROJECT NO. 01141 DRAWN BY Y .. !9 � 1V1LlJlu'Li'u• V V 6K LLLl'LJ'J1Jl Residence i 20'-1" 2'-1' —� 19 Indian Hill Roam ]Barnstable,UA 02637 Missy NHnor- Peter Watson -------- ------- ---J STUDY P.O.]Box 175 .w Cummaquid,MA 02637 j I 508.3617861 I v ARCHITECT FRANCESCA RUSSO ARCHITECT 241 Sbdh Avenue SM ,. Mew Yak.New York 10014 2126200563 77 BEDROOM M ASTER ATHROOM ' 0(31 I GUEST BATHROOM I —f 7 I DRAWING TITLE C Asting/FaartW L2 Man PROJECT NO. i 01141 DRAWN BY IE SCALE �-1 o 1 02 DATE =07/M , GD LO 7 12- / I .. .4 i� AREAS FOOTAGE FINISH FLOOr VV, A 5QUAkT Ff. FIN15NN2 PA5MNf AMA N/ A 15f Fll,00� AkTA 1107 2Nn FOOF,AkTA 1660 fOf& FIN15H POOP AMA 2167 M15C, AkTA N/A FINi9f[9 MIC AP�A N/A LT J 1 I� 6APA6�5 768 r COM02 POFCN FFOW 544 COVM12 PRCH 51M 180 PACZ INP�X 3, L� 1" & FIGHT �L�VMION5 FOUNAVOW PLAN06 LE PAGE NOT TO SCALE PP A� �IT � 5; 151" �LOOt? PLAN v 6 . 2Nn PL0 Op PLAN w s �Aaa.M� CrO55 5�CfION5 — 8, 151' �L001? FFAMING PLAN PM OF 9, 2Nn FLOOt? MAMING PLAN S� — F INAL 155T ro the best of my knowledge these plans were drawn to comply with owner's and/ or builder's specifications and any changes made to them after pants v 4/ 22/ 05 are made will be done at the owner's and / or builder's additional expense - - — — — — — and responsibility. the contractor shall verify all dimensions and enclosed 5CAF UNL�55 drawings, CAP Pesigns is not liable far-errors once construction has begun, NOTW every effort has been made in the preparation of this plan to avoid O1�I�t?W15� Imistak the maker can not quarantee against human error, Inc contractor �^ of the;ob ust check all dimensions and other details prior+o constructs anc�be sol responsible thereafter, } N OWN o � � PA6E # e REAR ELEVATION � p PATS OF NAI NCI, I SSUF 5CA,� UNLE55 N01�n OfHffWI5� kA -------------- Q � � } � PAGF # -----� :r--■�•-•■-----------"--'--- --_ --■err-- �.+.rr'-.�rr�-■err_-.�.r-_- �� �e���������+�.��■�.r-.r■.__=_�L.=_���_�--__��r.r-�■r■. �� -r��rrr.rr■r-rrrr_■�rr-rr■�r� --- -- ---•-- _- - -- _ _ r. ■r-r-:��■-rii -- �r�� �. r-- r- ■-rr--.r■rr-. r-r-■err _-.-.�_-��_ __����.!-o�rr-r -.r.rr--■� �--r----- o�.�r__-■-ram=.r-r.■�.-.- r-�■�.r. .--■�.---■r..r-��.r�--� -•-•-_--.:Lr- -�.�-�s. ■err-�■.--.�5���S= �_���� rrr--■�- -----r..r--■�.r--.r..r-r ��.r.r_-------- ■error__-•-•-•-_---• ��.�•r- -.r..rr-.�.-.--.-..r--.� .ram-.ter---.ter-■ -_---•-___-.. �■_ .rr�-.�._. _ r--■err-.-_-�-.-�_�-.-�-�.---�_�_ ■�rr-r � , --- - r-�■�. r_-■err. 101; goo] !MEN on -■�rrr.®■■ Emmom ��Il�m 0 0i I0•�i err-�■�r _ err-�■�■ F. 0 mool not - - ■err_ ■err-�■�rr--■�.r--■�rr-�■�rr-r■-rr ■■�� ��!I ;111� III)II11 i on moms mmom ;son! loon- UK ,null IIIIII IIIIII Him, WIII IIIIII IIIIII IIIIIIIII All III) ■■n 111��111'!111 i111 ��� NIEMEN OEM MINIM WOW m 1W OWN I1.1 t1_�� 11II ,I_II i '� 11 o S -rr _ �-_ �- _�_- ��- - --- -_--� _--_-_ _ -_--r-__ -r- -_ _�__--• �_r�■_-- ■-ram-- ■errs-■err_-■r.r- - o - ---�_- -_ --�_�-__��-_�_�__-_�_�-__ -.--_�_�- -_-'-- -'�-- --- - - ---�rr�rrr.rr■rsr-s■r■rsr.rr■r- - -� _.-■pro-■err---�rr_�■-■rr--■err--■ / , _ _ _ __ _ _ _ _ _ _ —■ter-.-�■�+r--■ter_--■err-�■�.rr-. I i�--.r•� � _�-� �_.�_�_ �_�_--_������_ �___-_�-__��� ��— -��- ��:��-■�--�.--.err--■�.-._._.�rr--. r-.r■� �� ��_-_ �_ � _ �_- �� ��-.�- �-.� �-.����� �-o� ..-._•err--.�rr�.�+-.-. .■�.---■ems--■ems--.�+r-r■�.- _ _ ,�_ �.�----.�..-�■�.o-.err--.� �■�i���-. ---_�_� - ��L=-�-�_�� ��_-����_-.- � � -�_ _� - _ - �-----�-rr�-�■ter-�r��■r■rr�-■.-r-i� S �■�_--- ----_- -_---_-•_- ---_--�_-_- - ----._--- --_- _-• ____ .---.-...-.--.�..r--.ter- / . �rrr.-■err-�•�r-.--.r• ■ - ■■ = e - �■ ■I■M C ] - I� �I 11_I ■ =so �® CI IRO - - - - - - - - - -- - 22'!r P4 r 7— n ' c _ I .. A c - y - I _ I I I � a---I• I I I �� 06 I I I s. e I N 4, aP' ,: �Of RTNJfORNE'GN 0.YiP crlIM FGF NRON i Io ! � nAT� OF�� -6 � 2 b'q I FIN& I SST F.. - : - - - 5CA,� UNLE55 OfHMWI5� 26'LT . CO 6 FOUNDATION. PLAN co m e w'O 16'-0' 3'-9 v9• 5'-0• 3r.2 3i9' 93/9• -il ll2' S6' 7-0' 3'6• 2'3' 6-9' 5'-4' 2-3' r-T Y-3- e'-t v2• IT-4 1W 5'6' D 5-V FFTI F-:� 2 wrt ABOVE MDrLIE RE wrt a ra^ \\ ^'� �m � :ese n t o aE o 000c �M4 \\\f N O h 5` 40 sr § _ _ _ 2• ° — - - - - - - - - - - - - - - 71 VT H 0 pq n , nt � I I O 5-1012• 3'-6 2'6' irG u� mIT] I I. " srtr � � � BoeoavE nc oaoa soeoaE �oaoE H e'� g� nAT� OF F I NAI. I SSUF 2nIIp2 2a 2 2a 2 24 2 4/ 22/ O/ TO 3'6' 3'-t05t16' �l2'-9 v6' �'-9 vB• �'-9t/e' �3'-i051t6° � T3' Q� G I ' ,9'!! I` I_16'� I_ I_ !4C' 26'a 5C r,V UN✓E55 NOTW 0�1-I��INIS� N ISM' FLOOR PLAN ZN Z— O `' PACA # e Coe) Tao` 5.-0. 6•.3• Z.g 2'A- 13'-0' 10.6' 3-7314 B'-]V2' 4 -2-73/4- y - 6'-5112' 4'.91/4• 2'-g, T-g 6'.T 5—T I 11�1 fi p A I n 35 n S AL t9 Con SQ < o 46 0 O El � m i O �... LAUNt7RY '° z ce n�/ ➢ # O z�B -N 21 a / 727 # p W 4' N II —^y 0 ¢ :668 2BBB -7114' �54 3l4# a W zeBe s 76 ,n Q _ ursrcr 10 241 A I Q 0 0 � a iv O PATS OF c oo . n t A l A I � F1NAl. 155U� 221 0 5.-3. .5.�.. 5'-3' T!Y T-0' �6 �6-0 sc&� uNL�ss 7c-, NO1Nb OTHEM15� CO N cc) 2ND FLOOR PLAN 0 fl p ear vrN—r �—ma VENT I%e LEO=OOIRV CQLIR Rs a Ae•oc. r RMR Y46C C0.LIR Ox aRS P MS.umC.o 1 Y 10 RNRRS IbW 9 W.0 C. f IRCN1 - ASPINLf M Ir. f\FC SMlaes OVP41/2"1"CVK CPt . 1eo•AsftwrlRomcnuN - , T•, ft`VW]Otl IO^� m 519YLE50VW1/1'•CO% nw.o0o .. Ia'� I //Jed SOFFrt VLlr SOfFtt VFNf A'A 4-EO LAf10N 1xaCELNO R.So TxaGLNG - ,(WitS a lb"0 C. d511A1GN .D515 9Ib"OC. OVER I/1"CD%ft1kGl7tl ' ex BRNiFRS 4 b"OG D 46"-1%< IT' 5R 5 a Ib•'OC, IT" 9-I5 NSWfaN TI/Z"x91/Z"AlLD5i /1■ ►le--J,1 fLRC -'al-DSReIb"OC. (])Tx B•5 pLA hb 705 Ib"OL Kl WNVOW5 To RLIOF RNA .1%A ROOF RM'. R INO[RSEN S11D5 9 Ib"OC. �.. W1xiC atlAR 5lNaES Z x 6 ce 96 1"CO%ftYAWO -06r5.l6'•O c eb° OC.<5W5 T% AI.L Wpom m 10 a AVCRRSEN(2)PRE55N8 REARtl .. Z%B's FOF aset 2R 8153fOARtl Ri>VRiN.AiION .. 1 X B'S PLR RCR DI515 1 �0/<"x 91/1"LVL L I S/Y'LVL AfNI Wa: � AttAO1YFN(ARL15 L ZI/ %9VI R-19 il0N A 1x FR55$1RARtl Rig N"IA%N Ab-10's a Ib"O.C. A5-201.055 a161.0.C. 6 5LL OVER%L SN 1%B'5PORCRR SLO ' SLLYAL . POINtlAraN 7'9'%6' POJJGAfAJ]'9'x®• E1 4 ;:5 "O&M 19 1"PONdtl .. CONCRERFRLEtl 1"POJ3tl CONGER SLID - - FL1�fLN bW/ia' CDN6gR SLAB ca mm fL,w " Pg6tl WN05R sm mm OAR fWa4(616"X f00fW116"%9' fPOfRYS Ib"%9' j CROSS SECTION A CROSS SECTION B0— 0— cz � z CROSS SECTION D pq CROSS SECTION C FeOa VENT I x8lEtl6R LOIRO LOLLAR a W.0 c, - IP" • f-RIoa VENT ��\\ 11" 1804 ASR9L1ARCrFRCiW1 e16"OC V % P.10" iV9E51910.E5OVERT/1"CVA < 1 xB LEtlaR e0AFV CO.LIR 6]/Ib" /N.11W'Vtl nE5 a A8"O G 190^AS°M4fNcAlrcu& f1Pe 5'•PIO.ES CVfR I/Z"CO% ft Gdtl 1 1. . P P. PAS OF R 50 NY LA�ION 1%IO CEnPIG `.OfPKVENT ,0158aIb INA� I SSU�01M I/2 IR 5NN0.E artRl/z 5 < ctl%PLnwOtl I I I SW5.610C SOftli`RNY - 4/ 22/ O/ R-IS fu. II 1 96-- 5iL5a16"OL. SCALD UN1.�55 • � I Ri5 N5LLAfGTI NV 1✓✓ • Irk . (2'i 146'5 fLR WISV RLO R M am 511N0.CSOR4 1 , I I I II V 1( I 1\ I/2•CG%ft)NOOtl ' ®y 1%6's PLR:R:ER 21/71Y91/1" I� V R-So cetL 6NN b/5"a CA CJP12 alNG 5+EER-0R NCMIfL Wi,.%SC SREI.I�:JX. A520'S a Ib"O.C. � �%- -7 I V N UL LU U L u Nj M ' IS/1"LK Ai ALL PM R-19 FhLLARM I AttAOW'ENf IREAs I 21/1"x9I/2, N A5-105916"OC� 5LI C'Ei%I%. '.LL PRR SRL SEN. L] —10 VARhI]•9'x 9" O V 7=777�-i I�aP71R0 'aere SLID _ � �� � �/ `✓1V m PG1RCtl CGiaCR �� i�---fooaR Aw,xP' - - - M.' , - - 4t-0(YMfiolb"OC. u - - - -- - - -. - - - .. m cz N . m J ti x I � N � w H I I I z a0 �� . . i n� o i pq Mill I 1 11 1 v c�l v . K L l _ nAT� 0r �a FINAL 155UF m m 4/ 22105 NOT�P OTN�p1M51� N CO IST FLOOR ]FRAMING PLAN .......... • _ .. LIiE WrtRAN5 —MI E wrtRA ... \\ ♦ 20603LrtE A 21 t 509 P'ERHEAD ODDR �K 2S` o . e t„ x 50.1D 0.LCEbJG PNdL50YFR KL L4.MNG Ii'EIS _ it I 30009Lrtf A21 > - t y j 1 nAT� 0F '�� e'• soeo aEwEno oeoR .. � . . F I NCI. I SSUF 41 eDeoaER�Eio ooDR ' $% v 4122 05 . 1 - SCAI.� UNL�55 , . NOT�n 2452 „452 2452 2452 - - COQ�M��WIS� .. ' ALL RUN-OFF TO BE DIRECTED AWAY 5' REMOVAL OF UNSUITABLE SOIL FROM FOUNDATION REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN To P/O ASSESSORS MAP 335 PARCEL 19 BARNSTABLE SUITABLE,SOIL LAYER (TO FINE PROVIDE FOUNDATION DRAINS IF POOR SAND LAYER, APPROX. 11' DOWN). 6yh HARBOR S REPLACE WITH CLEAN MED. SAND. OILS ENCOUNTERED IN AREA OF ZONING: RF- 1 , . RF-•2 ENGINEER TO INSPECT AND MINIMUM YARD SETBACKS: o FOUNDATION CERTIFY REMOVAL.-7 EM70�VAL. _ _ �J 5, _� 12 PROP. N L �Ti 1 / �24.2a FRONT - 30 i / o VENT WITH / 249.88' / - i / Y SIDE/REAR — . 1 5 ft o BucscREEN I / ` FLOODZONE C Z 2 .002• + 34' 4 f 3p'J j+ 3l(4` I I \ \ I p 4 j I�G 21,66 o + 3I �� \�S \ \ \ I LEGEND o� C� 15� 4- - - - rn 1• �.r -"l, j,; ,,..r I II �6\ �\ ,100.0 PROPOSED SPOT ELEVATION LOCUS 6A 3 GARAGE '++++-��• mil• ! \ \+�7.( 5.84- l ROUTE --31 tt 100x0 EXISTING SPOT ELEVATION 30 PROP. .�-- �2 100 PROPOSED CONTOUR-9 1 RP\LROpO / — 2�- \ \ — DWELL. oD 100— EXISTING CONTOUR E TOP FNDN EXISTING HOUS G + 4.5\, y \ _ DECK + ^� F, 6.96 - -2a, r ^ #43 # LOCATION MAP 5. 3033 .c n �\ 2� K \ ��'� .: +�6.67` \ \+ 31.43 NOTES: \ �� -1 _ 5.00 \ \ POP. 10' WIDE 120.42 \ \ 2a G A l/EL DRIVE Y . 1. DATUM IS NG , \ fie. \ \ 29.74 VD 6 r \7 \y \ _ r - AVAILABLE I \ 2. MUNICIPAL WATER IS \ PROP. 2`h-vl-ROCK•WALL + 22 '6p >: \ \ ` 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. _ �O \+21. 5 \ \�3.9 +26.52 Ta �:...` , \ 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE -AASHO H'- 10 BENCHMARK: USE STAKE/TACK 5. PIPE JOINTS TO BE MADE WATERTIGHT. AT ELEVATION 23.0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. + 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE PROP. `WORK LIMIT + "� 2 .30 USED FOR.,,LOT LINE STAKING. LINE +17\09 \ \`\ _ 8: PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. \ LOT 5B — 1 `1Q 99` 9.. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT \ .06 _ A �� \ \64 9E4_ sf _ \ INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM, BOARD OF HEALTH. -3\ F I +� . 7 10. WATER-TEST D'BOX FOR LEVELNESS \ 2 •i. REF. 11. ORDER OF CONDITIONS SE3-4412 FOR DRIVEWAY E 0 DE lO AND WETLAND APPROVALS 1 WETLAN \ \ _ �� _ _ 1 i• _ 4 �0' ' \ +16.85 • SHEET 1—OF 2 f - 1 98.22' WETLAND Q _ - sl a OF LOT 5B INDIAN TRAIL 11V7FRsMITTE-NT'STREAM 9� I N T OF: I ;� O N TH� E TOWN AC o 1+ Wl THIN DITCH \ - UU1V11191A UID BARNS TABLE \ DOGE 1 PREPARED FOR: DA VID YUSKAI TIS OFs�� ti 50 0 50 100 150 a+M-�z-BW 9sa ARNE ,q lo,9W 362-9 �I down cape engineering, inc, OJALA SCALE: 1" = 50' DATE: AUGUST 3, 2005 0.2s3 � ( CIVIL .ENGINEERS VLAND SURVEYORS 05_ 1 83 939 main st. yarmouth, ma 02675 RNE H. 0 S S. DATE i SYSTEW PR ❑ FILE TOP FNDN AT EL. 30.7' NOT TO SCALE) ' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE ( ACCESS COVER (WATERTIGHT) TO PROVIDE OBSERVATION PORT .WIYHIN WITHIN 6" OF FIN. GRADE 6" OF FINISH GRADE 29,0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 33.0' RUN PIPE LEVEL 2:_DOUeL-E-WASHED__PEASTON m� FOR FIRST 2' . 27.7' .`''� 3' MAX. PROPOSED 1500 v� 30. GALLON I a TEE 26.75' e 27.0' TANK (H- 10 ) GAS 4 000 � 29.36' ` BAFFLE p 00000 \ A o 29.17' a o a o a o a a a 29'.53 / c c�00000000"80000c�c��' f� C]' 0 0 C]. 0 00000 0000 o k go8o 27 l �- 6" CRUSHED STONE OR MECHANICAL i o000 2 :� 7' 4.3 % SLOPE) COMPACTION. (15.221 [2]) 4" TO 1 1 2" DOUBLE WASHED STONE 9.17' 1 1 BOTTOM TH 4 E�.EV_-�- DEPTH OF FLOW = g ( % SLOPE) ( %' SLOPE) ALARM AND .CONTROL PANEL TO BE INSTALLED INSIDE TEE SIZES: -10 BUILDING. .ALARM TO BE ON INLET 'DEPTH SEPARATE CIRCUIT FROM PUMP OUTLE T DE f PTH - PUMP _ LEACHING �. BOX 1 ' T 4' D' 2. F S 4'FOUNDATION— 2 OU DA 1 6 FA CILITY CHAMBER (LONGEST) ACILTY NOTE: TEST HOLES TEST HOLE LOGS 1 - 3 FAILED %�� ,„ . .. INV ARNE H. OJALA, PE : IN 26.70' ENGINEER: _ SEPTIC DESIGN: (GARBAGE DISPOSER IS N4T ALLOWED ) 2" PRESSURE LINE 1000 GAL. H-10 S T DAVID STANTON, RS - _ • 40 WITNESS: _ -DESIGN FLOW: -4 BEDROOMS ( 110 GPO), _ GPD 500 GAL.+ SLOPE TO DRAIN BACK TO PC DATE: 4/30/04ALARM USE A 440 GPD DESIGN FLOW FLOAT SWITCH, M ON RESERVE WEEP HOLE < S MIN/INCH SEPTIC TANK: 440 GPD 2 = 880 SETTINGS; PUMP ON CHECK VALVE PERC. RATE. _ (—) 8" 1500 5.3" WORKING RANGE MYERS SRM4 1 10708 USE A GALLON SEPTIC TANK 5.3" CLASS SOILS P# ---- SUBMERSIBLE 4/10 HP PUMP LEACHING: PUMP OFF 8" SYSTEM (OR EQUAL) a ELEV. 2(39 + 10.83) 2 (.74) = 147 . O„_ 34.0' 0„ 35.0' SIDES: - o0o c�ooaoo 0 A A BOTTOM: 39 x 10.83 (.74) = 312 000 000 0000 0000 0000 SILT' LOAM 10YR 3/3 SILT LOAM 459 GPD I I n/J CHAMBER � u /� (�/J 10,. 12„ 10YR 3/3 TOTAL: 621 S.F. U I ' I P C I I A I 'I B E R B B "� USE (4) 500 GAL. LEACHING CHAMBERS WITH .3' SILT LOAM SILT LOAM STONE AT SIDES AND 2.5' AT ENDS 1 (NOT TO SCALE) 24 10YR 5/4 24" Cl C1 SILT LOAM MA OF SHEET 2 OF 2 SILT LOAM :72 . 10YR 5/4 29.0' 2.5Y 6/4 C2 = - IJr�Jgi ,PLANI BOARD OF HEALTH 132'` 23. SL w . , 10YR 2/4 26.0' APPROVED DATE! " ® T 5B INDIAN TRAIL PERC CZ C3 ��,�NOFAMMAS� � IN THE TOWN OF: FINE SAND SL � ARNE H. oy� (C UMMA Q UID) BANNS TABLE 132" 24.0' OJALA PREPARED FOR: viL PERC C4 DAVID YUSKAITIS ®. 10YR 7/4 FINE SAND 30792 ' Gr 192" 18.0' 192" t 0YR 7/4 19.0' P.L.S. DATE NO WATER ENCOUNTERED 5- 183 { r.¢ 4. r 5' REMOVAL OF UNSUITABLE SOIL ALL RUN-OFF TO BE DIRECTED AWAY REQUIRED AROUND PERIMETER OF FROM FOUNDATION LEACHING FACILITY, DOWN TO P (1 RCEL 1 9 - 6AFcv.STABLE i er SUITABLE SOIL LAYER (TO FINE ,ti„ /0 ASSESSORS MAP 335 PA PROVIDE FOUNDATION DRAINS IF POOR SAND LAYER, APPROX. 11' DOWN). q' HARBOR , SOILS ENCOUNTERED IN AREA OF REPLACE WITH CLEAN MED. SAND. �� ZONING:' RF-1 , RF-2 ENGINEER TO INSPECT AND �4, �E. * •9 FOUNDATION CERTIFY REMOVAL. MINIMUM YARD SETBACKS: y o ,� _l [� L . / Oda — / PROP. .o o ? FRONT 30 ft N , ' , 71 VENT WITH 249 88' / SIDE/REAR — 15 ft a �� BUGSCREEN 3� 4 / z�4 't i �0� w FLOODZONE: C a z -3 15` nas_ LEGEND om rn %•%�� 100.01PROPOSED SPOT ELEVATION LOCUS GARAGE + - ! + _ 5.66 1.0Ox0 EXISTING SPOT ELEVATION QOU15 0 PROP. �� 4 3 2�. 3 ZQO�RF�2 MO -o PROPOSED CONTOUR Q �P\�RpPO DWELL. o 7- \ +28.1 `7 \ - - 100- - EXISTING CONTOUR D z � TOP FNON - +28 5 + ,0, \, . EXISTING HOUSE + 4.5 Jo.7 #43 -2 LOCATION MAP J` - ^c 2B 5. ;+30'33 LTI NOTES. _ _ C .__ ?5.00 +20.42 �; �' � - - - - - f POP, 10' WIDE f_ \ z4 *4 ,E GRAVEL DRIVEWAY 1. DATUM IS NGVD 2. MUNICIPAL WATER IS AVAILABLE \ `PROP 2- 7rG4-ROCK WALL,, ` \ +22.'6v ,r ,�� 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. \ S' +2?.3�9 �\ 3.9 + 26.52 _ � \ 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AAS00 HO H- 10 BENCHMARK: USE STAKE/TACK5. PIPE JOINTS TO BE MADE WATERTIGHT. � \\ � ,' z �\ � AT ELEVATION 23.0 . . 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE PROP. `WORK LIMIT + OG �+ 25.30 1 USED FOR LOT LINE STAKING.+?O E? LINE �� S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. +17\.09 \Q T 5B. �` 9S 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT � ?`.06 __ �� INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED \64`9E4t Sf �: �'�,\ r� FROM BOARD OF HEALTH. +2-,\V'7 10. WATER-TEST D'BOX FOR LEVELNESS +19.4Q� + Q.r�. , k. F \ �\ 11. REF. ORDER OF CONDITIONS SE3-4412 FOR DRIVEWAY \ 221-62, p p' i 104 AND WETLAND APPROVALS WETLANd i :.; 7�! ,: SHEET I OF 2 98.22 AL 7 s SITE PLAN AL AL �� WETLAND 5 �'� �2 � ` \ of 1 697 L 0 T 5B INDIAN TRAIL INTERMITTENT STREAM p `� IN THE TOWN OF: � ' WITHIN DITCH (CUMMAQUID) BARNS TABLE .� o , EDGE,-J ;PREPARED FOR: DAVID YUSKAITIS \tNOFs� 50 0 50 100 150 ARNE c !a ]pp 61-9®0 OJAIA cn ~ 1" = 50' AUGUST 3, 2005 down cape engineering, Inc. o ALA SCALE: DATE: CIVIL ENGINEERS LAND SURVEYORS O 05- 183 939 main st. yarmouth, no 02675 RNE H. 0 S. DATE s rjp SYSTEM ;PROEIE TOP FNDN AT EL. 30.7' ' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO PROVIDE OBSERVATION PORT WIYHIN WITHIN 6" OF FIN. GRADE 6" OF FINISH GRADE 29.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER. SYSTEM 33.0' RUN PIPE LEVEL 2" DOUBLE WASHED PEASTON 27 7' FOR FIRST 2' 3' MAX. PROPOSED 1500 r � 30.0' GALLON SEPTIC 6 7 . I TEE 27.0 TANK (H- 10 J 0 � 0 � GAS 4 00 29-36 0 •' BAFFLE Qa 29.53' o000o c 29.17 C� 0 00000 o 000 0000s CD L� 0 0 0 0 Q 0000 �00000�c 0000000 �- 6" CRUSHED STONE OR MECHANICAL � � 2' ��' 27.17' ( 4.3 SLOPE) COMPACTION. (15.221 [2]) 3/4" TO 1 1/2" DOUBLE WASHED STONE 9.t7' 4' ( 1 % SLOPES ( 1 %. SLOPE) BOTTOM TH 4 ELEV. 18.0' DEPTH OF FLOW = ALARM AND CONTROL PANEL TEE SIZES: TO BE INSTALLED INSIDE INLET DEPTH = 1 0„ BUILDING. ALARM TO BE ON „ SEPARATE CIRCUIT FROM PUMP 14 OUTLET DEPTH = p FOUNDATION— 16' ST 4' PUMP 24' D' 80X 21' LEACHING CHAMBER FACILITY (LONGEST) NOTE: TEST HOLES 30.0 TEST HOLE LOGS 1 - 3 FAILED ARNE H. OJALA, PE INV..--IN 26.70' ENGINEER: NOT'ALLOWED h SEPTIC DESIGN: (GARBAGE DISPOSER is ) 1000 GAL. H-10 S T 2" PRESSURE LINE WITNESS: DAVID STANTON, RS DESIGN FLOW: -4 BEDROOMS ( 110: GPD) 440 GPD ALARM ON 500 GAL.+ SLOPE TO DRAIN BACK TO PC „ 4/30/04 J RESERVE WEEP HOLE DATE: USE A 440 GPD DESIGN FLOW FLOAT SWITCH PERC. RATE = < 5 MIN/INCH SEPTIC TANK: 440 -GPD ( 2 ) 880 SETTINGS: PUMP ON 8" - CHECK VALVE 1500 5.3' WORKING RANGE CLASS I SOILS p# ,0708 USE A GALLON SEPTIC TANK 5 3" BM RS SRM4 SUBMERSIBLE 4/10 HP PUMP LEACHING: PUMP OFF 8" SYSTEM (OR EQUAL) Q ELEV. �5 I 2(39 +. 10.83) 2 (.74) -= 147 0' 34.0' 0" 35.0'. SIDES: o oo ooco DODO A A BOTTOM: 39 x 10.83 (.74) 312 r SILT LOAM SILT LOAM 10" 1OYR 3/3 12" 10YR 3/3 TOTAL 621 S.F. 459 GPO PUMP CHAMBER a B USE (4) 500 GAL. LEACHING CHAMBERS WITH 3' SILT LOAM STONE AT SIDES AND 2.5' AT ENDS (NOT TO SCALE) SILT LOAM 24" 10YR 5/4 24" 10YR 5/4 C1 Cl SILT LOAM SHEET 2 OF 2 SILT LOAM 72„ tOYR 5/4 29.0' SITE PLAN � �pT 2.5Y 6/4 C2 l� BOARD OF HEALTH 132" 23.0 SL ,08" 10YR 2/4 26 0, APPROVED DATE ; MA OF L 0 T 5B INDIAN TRAIL PERC CZ S,, ` SL � tH of A#A IN THE TOWN OF: FINE SAND 132" 10YR 5/6 ARNE H. yG (C UIVIMA Q UID) BARNS TABLE C4 24.0' OJVIILL ! / PREPARED FOR: PERC 1OYR 7/4 Z FINE SAND 40 - DAVID YUSKAITIS 192" 192" 10YR 7/4 19.0, 6 C t 8.0' ARNE dAJ(�A. P.L.S. DATE 5- 1 R NO WATER ENCOUNTERED - ---` - .- - I CERTIFY THAT THIS PLAN WAS MADE IN ACCORDANCE WITH REGISTRY OF DEEDS RELATIONS EFFECTIVE JANUARY 1. 1976. I � N/F N/ RICHARD P. LARGAY _ ZYT-El PRISCILLA B. LEWIS DB.5406 PG.278 "PATE WINE N.•OJNA P-LS. DO.7273 PG. 110 � FFND• 162.31* .. .-..._.._-.c.�"`..._.._. ,N.8�09'40�-E_--- HAZARD ZONE C JILTS•.P.At{CiEL..1�4.IN-��----._.._.___._.._....___- __...-------•, .._._....._._.._._._...- - 1Z41' FNIX BARIMABLE COMMUNITY PANEL Ce 249.88' 25MI 0001 D REYISFD RJLY 2 1992.. FND 1N I a / AOUIFER PROTECTION AREA THIS PARCEL IS LOCATED N AN HISTORIC moo. 1 DISTRICT' ROUTE GA IS DESIGNATED AS A SCENIC ROAD. FOR REGISTRY USE ONLY THESE LOTS ARE LOCATED N THE . EXIST HOUSE ' $ �j � � BARNSTABLE FIRE DISTRICT. WA / 103.0- •.'A �' ,^c LOT 4C - a - h 4�� PRISCN/.e. LOT 5B AREk-n.992*4bf 0.68t oens) cat } �. OIL 5 PG. 335 TOTAL AREA. 64.964t of (1.49t came) a I S� 16A - ' i•1 STANLEY G. ROSENBLAD,u N k DEE RW S. F40500 40 V N .1 TE PART OR ALL OF BARN TO BE ` 2.3• ' • S79•S8'521 a �ru. BARN 124.9' 301.0. $ LOCUS LEAP SCALE 1'- 2000' EDGE OF_. 221.62. � yj :.,:r04.7 � - ��.� o:::.... Arc m 4 ASSESSORS MAP 335 PARCEL 19 tr LOT 5C ASSESSORS MAP 338 PAILCE7.I qq • S74• \ti� �r ••1 7 .....h e / Z ♦ _,•a1E ��� ...�� 29- 9 SEE METAL BkTAM1 ZONING,RF-1,RF-2 V►+"� � � ft. MIN.LOT AREA: 43.860 of RF-i,RF-2 I LOT 4D SDe eq. "� \�• I FEND 0.01 aCf6e MN.LOT FRONTAGE . R RF-1 r8-2 _ l SEE DETAIL BELOW ` ` wL TLArro BAR \� , _ :...• JEj MYl LOT WIDTH: 125 @ Ri-, g A ♦ a N 1.273 sq.ft. sj49 f. 1m3 a m 190 R RF-2 ■ AI! 0.03 acres *9r MINIMUM YARD SETBACKS:RF-1 RF-2 SIDE/REAR- 15 It FWD. ` EXISTING � �� fu f 4 ; OWEWNG ` I N/F 128.5* 1-0' [R MAX K. KUMIN o l DB. 8548 P0. 133 LOT 5A UPLAND AREA 118,199t sf WETLAND AREA. 8.180t of n 1 TOTAL AREA 122.379t of (2.81t acres) S/ - 16.0 a- 9T� CB FND. 213.03' ��swlwso OUTS 19T/R ATRg I PLAN OF LAND 15.0; I SHED SCALE: 1' 50' a NOTE:PART oR ALL OF BARN-TO BE n m , d Sly. •. c - _- 101,�1. s74,"00 o =� h7Ysg. LOT 5C a Was c �.� 0.01 acres LOT 4D 9 m� 1,273 sq.fL - 0.03 acres BARN CB *9�� � _• FN0.3 �fY m u c b �\\ CB 41 \ FND. DETAIL SCALE: I'- 20' \ :. 20 0 20 40 80 ;,w,< � BARiYSTABLE PLANNING BOARD APPROVAL UNDER THE SUBD[Y(SION CONTROL LAW NOT REQUIRED OWNERS OF RECORD: - - 'C :•.:i, QATE: o7//r✓�¢ . MARGUERRA W, SIMPKINS r CrP.O. BOX 27 PLAN OF LAND CUMMADUID. MA 02637 E REF: d D.P.#04PO412-EP-1 } V IN DEED BOOK 4381 PAGE 105 DEED BOOK 11048 PACE 81 In PLAN 95PE;6 MN (CUMM m).BARNSTABLE, MA PLAN OO A ,. = 8: DEBORAH S. ROSENISAD J N in M NOTE. - O 1 1 PREPARED FOR NO DETERMINATIONAS TO COMPLIANCE WITH THE .PcuoL+u�aflu� w 02837 06 C p p ZOfBNG O REOLWaeI►S HAS BEEN MADE. L o a MARGUERITA W. SIMPKINS �R IS INTEEA BY n1E ABOVE ENooRsEME►+r• REF: 14d„ 4+ DEED BOOK 11211 PAGE 112 E � - PLAN IS FOR CQNVEYANCING PURPLES ONLY. DEED BOOK 8713 PAGE 195 r TAT 4D IS NOT TO BE CONSIDERED AS A SEPARATE PLAN BOOK 539 PAGE 30 DATE: JUNE 21, 2004 MLOWc LOT AND IS TD 6E USED W 00?WUNCTION PLAN BOOK 495 PACE 56 ' WITN LOT S& TAT 5C IS NOT TO BE CONSIDERED AS A SEPARATE an ail BUILDING LOT AND IS TO BE USED W OONJUKCTIO►1 en 001 7si-Nq WRN WR 4C. 1 down cape engineering, inc. L+�E CIVIL ENGINEERS VLAND SURVEYORS yza 939 .mein sL parmouih,me W575 ALL`RUN-OFF TO BE DIRECTED AWAY 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF FROM FOUNDATION LEACHING FACILITY, DOWN TO P/O ASSESSORS MAP 335 PARCEL.. 19 BARNsrABLE SUITABLE SOIL LAYER (TO FINE PROVIDE FOUNDATION DRAINS IF POOR SAND LAYER, APPROX. 11' DOWN). Q bhy HARBOR SOILS ENCOUNTERED IN AREA OF REPLACE WITH CLEAN MED. SAND. p?5,ti ZONING: RF-1 , RF-2 ENGINEER TOM INSPECT AND MINIMUM YARD SETBACKS: m FOUNDATION CERTIFY REMOVAL. � � _ - -)�-��.5 J - 2 �a It,37�1 y 12 +24.<8 o oZ� PROP. c / / / / / / / .°°oy' FRONT - 30 ft r.1 i / / / / g� / z VENT WITH / / l l - SIDE/REAR 15 ft o 0 BUGSCREEN w / 249.88' + / +'; . _' / �2 .00� \'� FLOODZONE: C z I , 34 4 y J + 30y'4,� �� O i \ +21.66 I s ILL 0 r + 3 .15 _ _ TH5_ _ �` � �� \ �2` , \ \ \ I LEGEND y o rn /. i c� PROPOSED SPOT ELEVATION LOCUS 6A tiF� t - CARAGE + ! \ \ 7 �2J'B F�� 100x0 EXISTING SPOT ELEVATION ROptE 30 PROP. - 10 +28.�3 _`� RF h_„ 0 PROPOSED CONTOUR - 28- - \ DWELL. .- j. `- 3 \ Z� p o 2 7- \ _ + 28.1 .3 a \ + 28r.35 EXISTING HOUSE ' 4.52\ 30.7' ` +,28-80 / y \ DECK + ^ 6.96 � / #43 28i _ LOCATION MAP � \ / 22.8 \2 28 5• \ +30.33 'i / 1 2_10 - - .67� `+ 31.43 NOTES: L \ � '5.00\ \ \ P)FOP. 10' WIDE �' 1. DATUM IS NGVD +20.42 �i\ � 2>� �\ ' - \ Gf?A l/EL DRII/EWA Y _ 24 +�,)4\81 \ AVAILABLE « ? 1 \ 6 ." \ 2. MUNICIPAL WATER IS \ PROP. -h-Z14 ROCK WALL \ � + 22.ep \ . \ \ 3. MINIMUM PIPE PITCH TO BE 1/$" PER FOOT. + 21.315\ \ \�3.9 '\ +C` 26.52 `.' 4. DESIGN LOADING FOR ALL PRECAST UNIT_S TO BE: AASHO-H- 10 ®1 �..`\ � BENCHMARK: USE STAKE/TACK , 5. PIPE JOINTS TO BE MADE WATERTIGHT. \ AT ELEVATION 25 0 , ' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. \ \ 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE \ \ ��O\\ PROP. \LYORK LIMIT 23.Q9. + 25.30 USED FOR LOT LINE STAKING. , r \ \� +20-'`-1 LINE \ ,y ��� • � $. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9., COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT �64`96`4f sf �06 \\` INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED �. \ \ FROM BOARD OF HEALTH. +23:F7 10. WATER-TEST D'BOX FOR LEVELNESS JL _ \ 3 11. REF, ORDER OF CONDITIONS SE3-4412 FOR DRIVEWAY F \ AND WETLAND APPROVALS WETLANd �2 _ 1 1`: .. 4. 70' .\ +-16.85 9 � \ SHEET 1 OF ' 2 cvTTE PLAN WETLAN D z i \tvOF LOT 5B INDIAN TRAIL INTERMITTENT STREAM \ � o � W/THIN DITCH 5. • \ � CD � IN, THE. TOWN OF: - (CUV1MAQUID) BARNS TABLE EDGE y J PREPARED FOR: - DA VID YUSKAI TI S Z H 0 F Mq 50 1 0�. 1 0 s 'ti 0 5 c 50 0 i � q d 50B X2 C n ARNE ]OB]63 9 p U N H. , down cape engineering, inc. A1.A SCALE 1 = 50 DATE: AUGUST 3, 20,05 ' o.263 $ CIVIL ENGINEERS Q / VLAND SURVEYORS 939 hair st. yarmouth, ma 02675 RNE H. 0 S s• �5- � 83 DATE •: �- SYSTEM ` PR ❑ FILE TOP FNDN AT EL. 30.7' NOT TO SCALE) • ACCESS COVERS TO WITHIN 6" OF FIN. GRADE ( `~ ".a A'-CESS COVER (WATERTIGHT) TO� PROVIDE OBSERVATION PORT WIYHIN WITHIN 6" OF FIN. GRADE 6" OF FINISH GRADE 29•0' MINIMUM .75' OF COVER OVER PRECAST l 2% SLOPE REQUIRED_OVER SYSTEM 33.0' RUN PIPE LEVEL 2" DOUBLE WASHED PEASTON 27.7' m4" FOR FIRST 2' 3' MAX. z� PROPOSED 1500 27.0' GALLON SEPTIC 26.75' J� TEE } 30.0' TANK (H- 10 ) GAS Q o0 29.36 00 O C] O 0 0 0 o0 " BAFFLE a 29.53' oa000� _ 0 29..17' 0000a�00000�00000c� � L7 0 � � � 0 � � 0 00000 0000o p 000go 2' a a 0 a o00 �- 6" CRUSHED STONE OR MECHANICAL o0p0 0000 27.17' ( 4.3 % SLOPE) COMPACTION. (15.221 :,,(2]) 3�4" TO 1 1 /2" DOUBLE WASHED STONE 9.17' 1 1 BOTTOM TH 4 ELEV. 18.0' DEPTH OF FLOW = 4 ( % SLOPE) ( % 'SLOPE) ALARM AND CONTROL PANEL TEE SIZES: TO BE INSTALLED INSIDE BUILDING. ALAR TOON INLET DEPTH. = 1 0„ SEPARATE C CUIT FROME PUMP OUTLET DEPTH = 14 PUMP LEACHING FOUNDATION— •16' ST 4' 24' D' BOX 21 ' - CHAMBER. FACILITY (LONGEST) NOTE: TEST HOLES TEST HOLE LOGS 1 - 3 FAILED ARNE H. OJALA, PE NOT ALLOWED INV. IN 26.70' ENGINEER: SEPTIC DESIGN: (GARBAGE DISPOSER Is ) 0 -" TO 0 GAL. H 10 S T 2" PRESSURE-LINE WITNESS: DAVID STANTON, RS DESIGN FLOW: 4 BEDROOMS ( 110 GPO)- = 440 GPO. 500 GAL.+ SLOPE TO DRAIN_ BACK TO PC DATE: 4/30/04 USE A.440 GPD DESIGN FLOW FLOAT•SWITCH ' ALARM ON RESERVE WEEP HOLE PERC. RATE _ < 5 MIN/INCH SEPTIC TANK: 440 GPD ( 2 ) 880 SETTINGS: PUMP. ON 8 CHECK VALVE 1500 ` 5.3" WORKING RANGE I 10708 USE A ____ GALLON SEPTIC TANK MYERS SRM4 CLASS SOILS P# 5 3.. SUBMERSIBLE 4/10 -HP PUMP LEACHING: PUMP OFF 8" SYSTEM (OR EQUAL) C� ELEV. Q SIDES: 2(39 + 10.83). 2 (.74) 147 Q" 34.0' 0" 35.0' o0 00 0�oo�o00 0000 A A BOTTOM: 39 x 10.83 (.74) = 312 SILT LOAM SILT LOAM . TOTAL: 621 SF. 459. GPD 1010YR 3/3 12" 10YR 3/3 PUMP CHAMBER B B USE (4) 500 GAL. LEACHING. CHAMBERS WITH 3' SILT LOAM STONE AT SIDES AND 2.5' AT ENDS (NOT TO SCALE) SILT LOAM - I. '` a 24" 10YR 5/4 24" 10YR 5/4 q Cl Cl SILT LOAM SHEET 2 OF 2 SILT LOAM 1OYR 5/4 72„ 29.0' PLAN I /1 2.5Y 6 4 C2 r • BOARD OF-HEALTHY 132" 23.0' SL s 108" 10YR 2/4 26.0' APPROVED DATE E MA OF LOT 5D INDIAN TRAIL PERC ® C2 C3 (HOFM,gS� IN THE TOWN OF: D li FINE SAND 132" 10YRL5/6 ��o�� ARNE H.O ALA oyG (CUl�'lMAQUID) DAR d7��STl`A ll�L 24.0 PERC C4 VIL P / ' PREPARED FOR: DAVID YUSKAITIS / 4 3079 10YR 7 4 2 FINE SAND � I 10YR 7/4 192" 18.0, 192" 19.0' ARNE JAU,E j RL.S. DATE 5- 183 NO WATER ENCOUNTERED I