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HomeMy WebLinkAbout0179 OLD FALMOUTH ROAD #B - Health 179 Old Falmouth Road 'A=100'''-052 Marstons Mills ,. a: i MILLS A= ,I I .I i i III1 I /1� �RECVCtEpUPC 12934 C�z IIII � No 2-1�5�3LY i KUTINGS,MN AsBuilt Page 1 of 2 TOWN OF BARNSTABLE LOCATION I've{ pCp SEWAGE# 3Oo6-,2i8 VILLAGE ILI/657DAt J�J�%S, ASSESSOR'S MAP&PARCEL /00 INSTALLERS NAME&PHONE NO:�. M�aa I(�Zee Sob yap-ss�q SEPTIC TANK CAPACITY'/S60 Gir/. iJ"aO LEACHING FACILITY:(type)3 Ftow C31(size) 3a X la` NO.OF BEDROOMS OWNER ter PERMIT DATE: $-!O'06 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 i i ota s = http://issgl2/intranet/propdata/prebuilt.aspx?mappar=100052&seq=1 9/11/2015 l ' /���G ' It...�-�. Commonwealth of Massachusetts i/J !fit"/ Title 5 Official Inspection Form Subsurface Sewage] Disposal System Form - heat for Voluntary Assessments /� 4� ' Property Address / G✓10V'_'flrr- t/t f ✓co P.,- Tres L._- G:_ (.� info .ftn is Ow mr Our ner's Name r LONS A ,/ required for every / l page. Cit Town state Zip Code Late of Inspection-` Inspection results must be submitted on this form. Inspection forms may not be altered In any way. Please see completeness checklist at the end of the form. irlportaorrWh ns n A. General Information fiping out f forms on the computer, use only the tab I Inspector. key to move your cursor-do not r 0 (Se. l use the return. Larne of Inspector key. -1� Company Name Company Address I� 00264fo2. Z_7�5 Qty/Town 05) O _ / / State. Zip Code Telephone(NNumber o License/Nur ber B. Certification 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 16.340 of Title 5 (310 CMR 16.000). The system: Passes ❑ Conditionally Passes ❑ Fails 11 NeeAs Further Evaluation by the Local Approving Authority Z4&1 . Inspect is 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 god 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. "***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. _ �ow t5ns•3M 3 Title 501fidal Ins peckn F orm Subsurface sewage Disposal System•Page 1 of 17 t Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage DisodsaI System Form Not for Voluntary Assessments lug 9 Property Address / ON ner ON ner's Name �Av�� 1 infonatt OL4 6 for every A✓s S / " / ll� required of is page. Cityfrown State Zip Code Date of spec' n B. Certification (Co' nt.) Inspection Summary: Check A,B,C,D or E / always com plete 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. Check the box for"yes "no"or"not determined" (Y, N, ND) for the following statements. If"not determined," please ex0ain. 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. ❑ Y ❑ N ❑ NO (Explain below): t5ris 3h3 IMeSOffidai Ins pecUm Form Subsu'lac©SevageDiSposaSystem•Page 2of17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments Old Property Address PC,0 0 V'e V1 4 P-,7 Ow ner ON ner's tJame // /V �1 1 / �,8�nml >C/informatbn fs 1qAfrf) vtf /I /ls - , . V o��o ._1requiredforevery State Zip Code spect n page. City/Town B. Certification (cunt.) O Pump Chamber pumps/alarms not operational_ System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes(cont.): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed D Y ❑ N ❑ ND (Explain below): 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 mannerwhich 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 TitleSOMOAinspec6onFa ,Subsurf sea SewageDisposalS1 r^•Page3of17 t5ins•Y13 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments Ftoperty Address G�o vev c a ✓1 infoorr motion is Owner's Name rS f //f 1 /�/J ,( 0 1 6 y p 1 required for every State e zip codeo hate of Inspection page. CityfTown B. Certification (corit.) 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 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 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 fecal coliform bacteria indicates absent 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. 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 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 ❑ 2/1" 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 dayflow Tile 5 0MCIal Ire peodon F orm suosu iwe sewage Disposal system-Page d of 17 t9ns-3h3 Commonwealth of Massachusetts Title 5 Official Inspection Form If — Subsurface Sewage Disposal System Form "Not for Voluntary Assessments � ol� �4 Property Address / a ✓7 O v&f Ct ,Q avner owners niar>,e information is �✓f�-p�S required f or every State Zip Code Date of In pection page. Cityfrown B. Certification (cont.) Yes No ❑ 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. ❑ Q 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 at a DEP nalycert ed�his system passes if the well water analysis, performed laboratory, for fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ The system is a cesspool serving a facility with a design flow of 2000gpd- 21 10,000g pd. ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CM 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 Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. 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. Tice 5 0ftal iris pecton F am suosuiace sewage Ulsposs symm•Page$o117 t5iM•W13 Commonwealth of Massachusetts _ Title 5 Official Inspection Form Subsurface Sewage Disposal,System Form- Not for Voluntary Assessments Property Address old loyot�*7-4 114c, Ow ner Cw ner's Name information is /14 `t✓r�vl� l�`f /� O ) 6 �� 9 p�y /�/9 9eiredfor every G1tyrlown / ! v State Zip Code Date Inspectan C. Checklist Check if the following have been done, You must indicate "yes" or"no" as to each of the following: Yes ' ❑ 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 WA) 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: 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(5)] D. System Information Residential Flow Conditions: 3 f rooms : ----�---- Number of bedrooms (design). Number o bed (actual) DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x #of bedrooms): t&ns-3M3 Title 5Official InspecEonF orm Suburf ace Sewage Disposal System-Pa®e 8of V Commonwealth of Massachusetts lug `title .5 official Inspection Form Subsurface Sewage rDisposal System Form -Not for Voluntary Assessments l / � O/� � (✓70�, � �C Property Address Oar ner Omner's Name /)/) Q information is „r f�py" / "� l required for every State Zip Code Date of spection page. C kyfrown D. System Information Description: Number of current residents: Elrinder? Yes No Does residence have a garbage g Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes [)o lqo- information in this report.) Yes -" Laundry system inspected? ❑ t�Q,o- ❑ Yes D-�No Seasonal use? Water meter readings, if available (last 2 years usage (gpd)): Detail: ❑ Yeso Sump pump? Last date of occupancy: Date Commercia III ndustrfaI Flow Conditions: Type of Establishment: Design flow(based on 310 CM 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Tine 5 0MCid Ins pecoon K o m SubsLrf ace Sevaage Disposal SWwm-Page 7 0f 17 L9rs•3M 3 Commonwealth of Massachusetts ugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form • Not for Voluntary Assessments l 9 o/� � VYo� Property Address Ow ner Cw nets Name e A IT a f // information is rrequ®edforevery C�y/lown State Zip Code f Date of Inspec n pag D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: / Source of information: C� part of the inspection? ❑ Yes No Was system pumped as pa P If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of Sy4sib m: Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool [► Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) Innovative/Altemative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner)and a copy of latest inspection of the VA system by system operator under contract Q Tight tank. Attach a copy of the DEP approval, El Other (describe): 1"jue s otfidd im pac bm F o rm Subsutaw Sewage Disposal SYMm•Page 8 of 17 tam•W3a Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage eeJDisposal System Form -Not for Voluntary y�Assessments l / � old �� �►�IO(�Jln �QI lug Property Address J/4G00V':rr40 /� ON nerrrn O�v ner's Name //j� T A'//'� /i1infomtation is ��1' burl'required for everyState Zip Code Date of spec n � page, Cltyfrow n D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: Were sewage odors detected when arriving at the site? ❑ Yes No Building Sewer(locate on site plan): Depth below grade: feet Material of constructi ❑ ;�40-P�vc cast iron ❑ other(explain): /O � Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, e\+dence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: feet (o 0' Mate6a construction: concrete Elmetal Elfiberglass ❑ polyethylene [I other(explain) Comae✓ If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) /O Yes ❑ No Dimensions: Sludge depth: Title 5 OM0.1 tre pec 9cn F omc SUOSLYf ace 9ewa99 Disposal System•Page s of 17 tons•3N 3 Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments Property Address i Aover► a V1 Owner O+v ner s Name information isL✓f�bµS2Mf required for every - State Zip Code Date of Inspection page. Cilyfrown D. System Information (cont.) Septic Tank(tort,) 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? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 41 C/ GI P17 47 Grease Trap (locate on site plan): Depth below grade: feet 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: Date TMeSOMcW Irspec6onFam subsLeace sewgeolspow sysoarr-Page tod 17 t5rs•3M 3 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments Property Address ON ner Ow G/✓�I tI✓2✓l cc q- inforrmation's Hers Name A ✓lS /' //�� Or �� / /� required® for every City/Town State Zip Code Date of spection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, eHdence of leakage, etc.): Tight or Holding Tank(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 per day Alarm present: ❑ Yes ❑ No Alarm level: - Alarm in worldng order: ❑ Yes ❑ No Date of last pumping: Date comments (condition of alarm and float switches, etc.): "Attach.copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No Tite5offidal InspmtienForm Subsurfam Sewage Disposal System•Pace 11 d 17 gins•3H3 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments Q/c/ �G �v"Io�► �Z, Property Address / GI NJl/�✓!Q Ow ner orr ner's Name �yf 'l ood�o�/Information is � ! required for every State ZO Code f Date of Inspection page. 5t /Town D. System Information (cont,) Distribution Box (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 ❑ No' Alarms in working order. ❑ Yes ❑ No' Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): ff pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) pocate on site plan, excavation not required): tf SAS not located, explain why: Title 501110al Impectlm Form SuoaLrlacO Sewageoisposal System.Pago 12 d V _ Ens•3113 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 0/lug Property Address Gvi0V2rra0 Owner Ow ner s Name G✓ �,�J l J information is � rreque edforevery atyRown State Zip Code Gate f Inspec ion D. System Information (cunt.) Type: ►� ills��- ❑ leaching pits number ❑ 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.): oVI2 l ✓i S DT lave �� G a, (A Cesspools (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 ❑ No Tide 5 official Ins pection Form Subsulac*Sey"e Disposal Syswm•Page 13 d 17 tens•3M 3 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments Roperty Address 14:�k,0 Ile/14 k1l ory ner Aa nees Name Information is required for every V,f4v✓i S � ' page. City/Town State Zip Code Oate of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): 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.): t5im•3M3 Tite5offidal IrupecknForm Su srrface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments. Property Address G✓101-e✓ G� Ow ner Cw ner s Na inf (nfonnetion is G✓,I�'0 N.f i/S r/o�b 7�G / �� /� required for every page Cityyrfown State Zip Code Date of spectbn D. System Information (cunt.) Sketch Of Se Disposal System: Pro�de a view of the sewage disposal system, including ties to at least two anent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate "where is water supply enters the building. Check one of the boxes below. L� hand-sketch in the area below ❑ drawing attached separately Ae; X _ 00q 7-^3 �3 Of 1 T t5re,Y13 Tile 5Official Impec6anForm SUbSUjace SewageDl$paeal S oem,Page 15 a 17 Commonwealth of Massachusetts OEM Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 9 o/d r,,- lVtl oCA Property Address ov�eri cf 0 ON ner C w ner's Name n�ore /v6ryC✓ ��f ' s Yrequired page Cat mown State Zip Code Date of In pection D. System Information (cola.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar �I ❑ Shallow wells Estimated depth to high ground water. feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record ff checked, date of design plan re�Aewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) LSY Checked with loc Board of Health-explain:_ ❑ Checked with local excavators, installers - (attach documentation) ❑ Accessed USGS database- explain: You must descri how you established the high ground water elevation: / p C Stj s4evt-i ! /4, Z A '14eo4� rs � ro Ll V1 / 1` Before filing this Inspection Report, please see Report Completeness Checklist on next page. Tits 5offids InspecdonForm Subsuface Sewage Disposal System.Page 16 d 17 ens-&13 i Commonweafth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments l D/,� l G Property Address 14c- ON rer Ow nett Im„e irifortriworl eery / a"etj �1 f dO 6�� � a 9 Yrequired for page. Cityfrown State Zip Code Date of hspectim E. Report Completeness Checklist t�" I pectlon Summary: A, B, C, D, or E checked Ly" d'tspection Summary D(System Failure Criteria Applicable to All Systems)completed 2"'S stem Information—Estimated depth to high groundwater L"1 Sketch of Sewage Disposal System either drawn on a 15 or attached in rate file a9 p� Y page � %,313 Tioe501csg MPW0WFCrM$UCB VWO SwageOMPOW SYMm-PTQe 17 d 17 Commonwealth of Massachusetts ` Title 5 Official Inspection Form /M - iK2- Subsurface Sewage Disposal Sy.sterr. F47srm - NX fnr 4'afuntary Assessments Property Address Ow ner C w ner's Name // w'. information is a,,j4oils 1 / 4 requiredforevery —page. City/rown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be.alteretl;In any way. Please see completeness checklist at the end of the form. important:when A. General Information filling out forms 5/ 11207 on the computer, use only the tab 1. Inspector: key move your ✓ ��S /�� cursor-do not / U use the return Name Of inspector � �— keY• Company Name /00 /go x / q O Cogmny Address QtylTown 9� State / /O Zip Code Telephone Numtl license Number B. Certification 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 16.340 of Title 6 (310 16.000). The system: Passes ❑ Conditionally Passes ❑ Fails Needs Further Evaluation by the Local Approving Authority hspecto'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 god 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. ****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 Ahe same or different conditions of use. t5ns•3i13 TiOe501fictJ Irispa:Um Form Subsufam SevageDiSpceal System•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments Roperty Address /l Ve✓r c, H Ow fv net OYv ner s Name information is G{✓S7�K S `` � ✓ / required forevery State Zip Code Date o Inspectan page. Qtyrrown B. Certification (coat.) Inspection Summary: Check A,B,C,D or E I always complete all of Section D A) Sy ste asses: 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. Check the box for"yes", "no"or"not determined" (Y, N, ND) for the following statements. If"not determined," please ex0ain. 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 Healt h. *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. Cl Y ❑ N ❑ NO (Explain below): , 7ioe50f id ins pec bon ForM subsurface sevaageDlspma SYWem•Page 2of 17 f5if1S•�f13 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal system Form -Not for Voluntary Assessments Property Address G00VG✓lC, ✓lOw ner q information is Ow ner s Name � _ ,/f — requiiredforevery �✓S s /Sta'te zip Code Cate of Inspection page. City/Town B. Certification (corn.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes(cont.): ❑ 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 ❑ Y ❑ N ❑ NO (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ NO (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ NO (Explain below): ❑ 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 ❑ Y ❑ N ❑ NO (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ NO (Explain below): 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 mannerwhich 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 Tite 5 of fldal Ins peotion F orm Subsuf we Sevrge Disposal SAWm-Page 3 of 17 t5rta•3M 3 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Forth - Not for Voluntary Assessments 1179 O rlP Property Address / Ow ner ON no Name /� / information is Ct e*s " requiredforevery State Zip Code Date of Inspection page. QtylTown B. Certification (cont.) 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 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 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 fecal coliform bacteria indicates absent 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. D) System Failure Criteria Applicable to All Systems: You moist 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 SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters Lj due to an overloaded or clogged SAS or cesspool El 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 day flow Cone 3H3 Tile 50flicial iris pecdon F orrn Suu wtaoe Sevwge pisposei S)dem•Page 4 of 17 t Commonwealth of Massachusetts ' Title 5 official Inspection Form Subsurface Sewage Disposal System Form • Not for voluntary Assessments 79 d/P { a I✓`)O� f� Property Address av nor a+.ner's Nametriforrration Is //f required f ,.1/A or every �'�=� State Zip Code Date of 1 speew page. Gty/Tow B. Certification (cunt.) Yes No ❑ 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. i ❑ 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 fecal coliform bacteria indicates absent 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 and chain of custody must be attached to thisform.] j% ❑ /the system is a cesspool serving a facility with a design flow of 2000gpd- 10, . The s El [—,�'/" The sysstetem fails. I have determined that one or more of the above failure criteria exist as described in 310 CM R 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 Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. 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 hasor it d. Theder owner or D operator hall of anrade large system considered a significant threat under Section the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. Title5OMCA 1r%SP0Gb0nF0rM Sub$WmeSo%%*Piapocal System.Page 5of 17 fSng•W13 commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal system Form -Not for voluntary Assessments Property Address G viove1/7 a Ow ner pdd ner s Name inforrnation is C�(4v Nf l� ,......_..- required for every state Zip Code Date of I spection page. Gtylfown C. Checklist Check if the following have been done. You musk indicate"yes" or"no" as to each of the following: Yes Health [ ❑ mping information was provided by the owner, occupant, or Board of He [] re any of the system components pumped out in the previous two weeks? (] a 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? L ' u 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: 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 111 ttJJ/// approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): Title 5Offiaal Ins Pecbcm r crm Substeam SawageD'SPO l SYom-Fags 6of 17 tans•an a Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments I 9 0/� Property Address r CI V/�i� 0f ner Ow ner's Name C1 Yf��S / /�o Cy information is g 7,O requiredforevery State Zip Code Date of Idslact' n page. City/Town D. System Information Description: / 1��� �G 6 t t7✓I �P �!C j ", w �/ if �jvr ro-7 'S O 7114 0 Number of current residents: Does residence have a garbage grinder? Cl Yes No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes No information in this report.) Laundry system inspected? ❑ Yes CNa. Seasonal use? O Yes 9 No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes o Last date of occupancy: v Dat CommerciaUlndustiial Flow Conditions: �f Type of Establishment: Design flow(based on 310 CM R 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes No Industrial waste holding tank present? ❑ Yes EK'N�oo - Non-sanitary waste discharged to the Title 5 system? ❑ Yes lf✓1 No Water meter readings, if available: t5rvs YI; Tito 50tfidatrepecbm Form SubsufaoeSewage0ispoWSystem•Pago7ofV Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 2 7.n rty Address G ✓jD VP✓/ R ON ner rs Name Ct✓S G✓! / f Date of specton rreequir�edfor every f State Zip Code Page gtyfrown D. System Information (cont.) Last date of occupancy/use: gate Other(describe below): General Information Pumping Records: / — Q Source of information: � ~ Yes No Was system pumped as part of the inspection? ❑ If yes, valume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of SySWM [ Septic tank, distribution box,-soil absorption system ❑ Single cesspool [] overflow cesspool ❑ Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ e current oraton and Innovative/Altemative technology. Att from s°stem of ohwne)and apcopy'of latest ; maintenance contract (to be obtained Y operator un und er contract inspection of the VA system by system [] Tight tank. Attach a copy of the DEP approval. [� other (descri be): YiNesomcioi inspationForm Substtface Sewage Disposal System-page Bof 17 15ins•3H 3 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Forth - Not for Voluntary Assessments lei Property Address / Or/2P/,ia -iner Ormation 5 o�v ner's Name h f �/ / �p�6�y p2 T J requiredforevery �f page Ckyf row n State Zip Code Date of 1 pectic D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: a 0 O - Alm I Were sewage odors detected when arriving at the site? ❑ Yes Ell No Building Sewer(locate on site plan): !/ Depth below grade: feet Material of construction: Elcast iron 40 PVC ❑ other(explain): < d Distance from private water supply.well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): 3p Septic Tank(locate on site plan): Cd V-er Depth below grade: feet Matte'ri f construction: '�1 concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certifi ate) ❑ Yes ❑ No Dimensions: Sludge depth: tam-3M 3 Tine 5 0flic ial Im poc lion Form Subsurface Sewage Disposal Sysmm•Page B of 17 f Commonwealth of Massachusetts • on Form inspection Title 5 official � p Subsurface Sewage oiaposal system Form - Not for Voluntary Assessments Old T G /teat, �4 A Property Address GN Ol��tl l G ✓1 Q- c,� Ow ner Owners Name // /-� / C ./ J> information is l✓rjo of r page, eiredforeveryyTow n State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) 2 Distance from top of sludge to bottom of outlet tee or baffle �O _SG 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? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): u vAl i N c= 4 J 4eef Orl coot' i7`rovl Grease Trap (locate on site plan): Depth below grade: feet 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: Date Title 50frtwi Ins pec ticn F OrM Substri we Sevlage DISPOSaI System•page 10 d 17 Sms•3H 3 Commonwealth of Massachusetts 19 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments / 9 � Property Address ��/ Ow ner Ory ner's Name //f �� information is G��f �,J / / — reque edforevery Ckyrrown State Zip Code Date of In pection r - D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grede: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping pate Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No Title 50ffidel Inspecbw Form Subsurface Sowageoispo&M System'Page 11 d 17 Ons•W Commonwealth of Massachusetts IVTitle 5 Official Inspection Formsments Subsurface Sewage Disposal System Form Not for Voluntary Asse 7 9 CICI �� IV-7 44 t Property Address G N 0 ve$ll a ones ow s NarrieN � o� �� 1-21��Y /� information is required for every State Zip Code Date of Inspection page. Cityrrown D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan), t:1- 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.): 0 z- A/V sue/ js Pump Chamber (locate on site plan): ❑ Yes ❑ No` Pumps in working order . Alarms in working order. ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not In working order, system is a conditional pass. Soil Absorption System (SAS) pocate on site plan, excavation not required): If SAS not located, explain why: Title S Official inspecton F oms Suoswwe Sewage Disposal$�%em•Page 12 a 17 t5ins•3f13 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments o/d FG /✓la 114 Property Address � �OV'e✓I� ✓1 G� Owner C�v ner s Name �/f // �j / JY l5 informatan is � r f required for every page. CStyrrown State ZipCode Date of Inspection D. System Information (cont.) Type. 03 F/01,v jrW G✓ Cl leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number. ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number. ❑ innovative/altemative system Typetname of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): fi'YI G / f�(2�r a a yr / f Cesspools (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 ❑ No t9ns 3f13 TitleSofficialU5pec6onFamSubsurface Sewage Disposal System-Page13of17 commonwealth of Massachusetts Title 5 Official Inspection Form m Form -Not for Voluntary ASSOSSm ents System _ Subsurface Sewage Disposal y / � Property Address 40 V7 of 1 / '/ ) t aN ner ow Wner's ria / ,l J C)"`h Y i5 `/ `f hformation is p,y 0�1 required for every State Zip Code Date of spection page. Gty/Town D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): 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.): • Tlue50fifdal Its pecUm F arm Subwrfam Sewage DISpOW SYSWm•Page 140117 19ns•3n 3 Commonwealth of Massachusetts memo Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 0 � V/C/ Fa_� /V110 C� Y-4 Property Address Ow ner av ner's Name requir reqtionuired is required for every A/ a✓ �1 � 1 U�� �-< page. CityR'own State Zip Code Date oVInspecti6n D. System Information (cons) Sketch O Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at leas permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate wher nt public water supply eers the building. Check one of the boxes below hand-sketch in the area below ❑ drawing attached separately ' Pr 711� P A- 96 6 3 i i 0re•3M3 rite 50Kda rapec6w Farm Suhurfam Snag*OiapeW Soum•Peas Z d 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 09 o/2 F� /moot, 7P4 "Ieci Property Address X/C.vl o V(2,/c "'-, ✓I oro ner O�v no's Name J_ information is A✓r�✓� , 1 VOc lQ k 9 reqZ�utred for every ---- page. City/Town State Zip Code Date of Inspection D. System Information (coat.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells �l,�— r Estimated depth to high ground water. feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ bserved site(abutting property/observation hole within 150 feet of SAS) Checked wit ry al Board of Health-explain: _ ❑ Checked with local excavators,.installers - (attach documentation) ❑ Accessed USGS database- explain: You must des 'be how yo established the high ground water elevation: X>C a-�a S "4 S �s 7 ►5 Before filing this Inspection Report, please see Report Completeness Checklist on next page. t9rr Y13 Tibe S OMdal lm pectin F orm Subsurface Sewage Disposd Systam•Page 16 d 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form •Not for Voluntary Assessments l 9 O/P �l,Ma�rl Property Address / G vl�l/o`l ti ✓1 ON ner Owner's Name // cy erfomrad is ,S" 0o A f // !`� � required fofo r every Gi I ` Me. Cdy/rown State Zip Code Date of Inspection E. Report Completeness Checklist LS -I pection Summary: A, B, C, D, or E checked El tns"pection Summary D(System Failure Criteria Applicable to All Systems)completed ILi S em Information—Estimated depth to high groundwater Sketch of Sewage Disposal System either drawn on page 15 or attached in separate lie J tas•3M3 rroe5oftlda WnpecDmFarm Sub%Owe Sewage Disposal Sysiem•Page 17 of 17 No. g7(�H�EICCVMCO'INJ(W)E)A�L;Tl�OFgSSACeUS�E7i !/ Fee S teredincomputer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Disposal 6 trin Construction 3pPrmit �o� � nrS Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) [:]Complete System ndividual Components .r Location Address or Lot No. dI Owner's Name,Address,and Tel.No. Assessor's Map/Parcel toe) Installer's Name,Address,a o. I Designer's Name,Address,and Tel.No. 7 Pa-( ; �, .S'�11"din h ,n>ee(,i+ �-o ly � I � Type of Building: O Q SJcvv j I Dwelling No.of Bedrooms Lot Size 2 S34i 19co• o sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) ' � Other Fixtures QQ /J/s Design Flow(min.required) �(7.2 2o��r gpd Design flow provided 3`(�,(, gpd Plan Date 7-30-20/y Number of sheets l Revision Date ` t Title S',1 A1211 er- / a A 4 Size of Septic Tank E?q4 i S-00 Pco I RM H-V Type of S.A.S. , S a Description of Soil'r'14 1 S''410 Scared �o�a.n C I 2/-3 5-r�Rft4S 4 ;' // " Poa/.r-e Sa G®c.f 'Z! e C a �S--r92�' � s� �e 16+✓ Ccsa,� S4�►a�8 4-7 C S 92-/Z0' M,Sa Nature of Repairs or Alterations(Answer when applicable) Ink rF furl 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 s>Boardf Sign Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Owl Date Issued ---------- - - - -- -- - ---_- ------- �. Xr :A ,w' 7E e Noy 4 / _ P��l� �.d 5Bg7/ i X�� e r' �•/ IOt��redl in computer: HE CO MONWEALTH O'F�V S�C USE S .3 ,'Y S` PUBLIC HEALTH DIVISION ,'TG.WN' O-j BA` -A E, MASSACHUSETTS ' 1 `` tication for bis osat7,'4, tern construction Permit\ , . .00- 51 AP S Application for a Permit to Construcgt( ) Repair( ) Upgrade( don( ) El Complete System ndividual Components r Location Address or Lot No. 177 Old Fa ,1+041k, Ownef's Name,Address,and Tel.No. O I H,,-,oV•ef��� er per'f", 2 E "SSA GC Assessor's Map/Parcel fOD 2. W Installer's Name,Address, l.No. Designer's Name,Address,and Tel.No. 7 fQ r�4-4f go( ly r` '" G o 1 0 54efv.'Ile Type of Building: - Dwelling No.of Bedrooms '' Lot Size 2 53 sq.ft. Garbage Grinder( ) N a Other Type of Building 4rt.Cq• No.of Persons Showers( ) Cafeteria( ) Other Fixtures 1Q pp U� Design Flow(min.required) 9p.2 S ZodGPp gpd Design flow provided 3-1K,G gpd Plan Date °I�3U-gory Number of sheets / Revision Date Title_ St T� Il/uar' f(v P r A y P lh 4p t 4S / Size of Septic Tank pia ISOB-H k Type of S.A.S._ a(3�,�� 5145 ct�7rCa� �elalf( f" Description of Soil :`14:Z- /a y Yr 0, � O-f, " 131.0-1 Sana�.��.:+�; ,S'00^ ,W4.0^ sr,hVV L04. 7 Lg l e E 2�- s"k Y�/�... Ioalre S—W, .5-13Z �'.2 !s f-e /w r s� J��off' L� �� C�3 �2-�ZG'' M,JaK ' 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,TM .' t 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 is Board of Sign d / Date Application Approved by ` Date i v i Application Disapproved by Date for the following reasoris-,�,.1P on � Permit No. (2k Date Issued 10 - S THE COMMONWEALTH OF MASSACHUSETTS l BARNSTABLE,MASSACHUSETTS _ (Certificate of Compliance HI O THI S IS TO CERTIFY,that the n-site S'ewage_Disposal system Constructed( ) Repaire ( ) Upgraded( Abandoned( )by/ at RA/COf has been construct d in accor ance with the provisio f itle 5 and the for Disposa System Construction Permit N . ed 1 ' I Installer Designer v~ h #bedrooms Approved designo y 6, gpd The issuance of his pe�mi, t shall not be construed as a guarantee that the system will nctio �designe Q Date Z Li Inspector f�✓ -----No.-----D-----J- =�--�------------------------------------------------------------------------Fee---------�.,,�`�^ THE M CO MONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction i9ermit Permission is hereby granted to Construct( )/ Repair( ) /Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. t , Provided:Cd'nstruction must be completed within three years of the date of this permit. Date Approved by 07/01/2016 09:53 5084289617 SULLIVAN ENG INC PAGE 02 1 t Town of Barnstable Regulatory Services i "s Richard V.Scan; Interim Director MASS Public Health Division .Thomas McKean,Director 200 Mahn Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installe r&Desi er Certification F` Date: Sewage Permw Ii/Y 372— Assessor's Ma Tareel ./dm ZS• 41 Designer: �Sc�l(.d'L�h f�'n � i/t P !q • Installer: Address: " r Address: o.�dr3 On A 3 �°iY � � was issued a permit to install a. (( a t e)) (insta let) septic system at. 1 based on a design drawn by ff ( dress) dated ® ,dot y ( signer) ('ev, 40ho ltS' 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. Strip out (if required) was inspected and the soils were found satisfactory, I certify that the septic system referenced above was installed with major {changes i.e. eater than g greater 10 1 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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the I'A approval letters(if applicable) `;1 F" a (Installer's Signature) NO. FG1s - (Designer's Signature) (Affix Desi* p Here) PLEASE RETURN TO BARNSTABLE PUBL C.1JEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE 13ARNSTABLE�PUBLIC HEALTH DIVISION THANK YOU. QASepticlZesigner Certifegtion Fonn Rcv 8-14-13.doc prom No. -� � l�U '-0 1 Fee THE COMMONWEALTH OF9V AtSSACHUSETTS � Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 1 0(ppYication for Vsposal *Vstrm Constr ior� permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. T? Q'� t'4 ��"�>' Owner's Name,Address,and 1.No. �arrt I ffq^o e/rtitre ro�e�'-�•'eS, el Assessor's Map/Parcel (00 Z 1 Installer's Name,Address,and Tel No. l IZQ Deni er's Name pA�ddress,and Tel.No. �,•��✓ �-��- z _�� ? - 7 Parker Ror �'/30,� C sl ®S ee v.'/fe .1 A Type of Building: U S r u)J 'A Dwelling No.of Bedrooms Lot ze q.ft. Garbage Grinder( ) Other Type of Building.f:'ftrin r n No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) f gpd Design flow provided `d 2'1V 3 gpd Plan Date i4 f Number of sheets / Revision Date Title -4e ffQ Pro a r D ve erg S Size of Septic Tank 2a ep lea l,-Am A? Type of S.A.S. Description of Soil S pz0- r`�C�wsi 3 ,r,�e.,�nT tQg!�er A Y-Z/" -r"f� /7 k Qraw^ Laver C:( 21-53T" RfeWdS Keb-,, G1oarx-e-It., y,L 0," -j C2 3S=8Z" (?&a Pse A^d 4.ny- C 3 2-<20" .SG Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Si e Date Application Approved by -G Date Application Disapproved by Date for the following reasons 46 ...� Permit No. Date Issued o= r No. h , w 1 i - fi 1�U )0 1 y-37 Fee THE CO MMO WEALTH OF mASSACHUSETTS Entered in ooaiputer: PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS 'Yes ftpl tatlon for W_JispoSAY'*pstrm Co=tr Permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) stem ❑Individual Components vf Location GG/ t-a/MG Address or Lot No. � 79 f Owner's Name,Address,and T,el.No. . 1`� Fa/rh / /3ar•1 .11 prop 2/` /,'e S/ �Lc Assessor's Map/Parcel /po ZM - AA i Installer's Name,Address,and Tel.No. Desig��}}er's Name Address,and Tel.No. S p�'"Yl�33 V y Raj 01b 13oh 5'7 C3S �//..//� At it Type of Building: 0 13 Dwelling No.of Bedrooms I' I Lot Size q.ft. Garbage Grinder( ) Other Type of Building F:;/"M�iQCi f.A No.of Persons Showers( ) Cafeteria( ) / Other Fixtures Design Flow.(min.required��)��// gpd Design flow provided �U�d 3 gpd Plan Date #?'9 "�°7rL7�'7 Number of sheets / Revision Date Title ,S,--p 0401 P/`o O ed X /O4-e/A er7145 • / , Size of Septic Tank Z Opp co A/ Type of S.A.S. Description of Soil Tlf -/�Lam,i�e�s o/ o-!f''(;�a�h 5 u .�//� &gee A C / 2/-3s"" R,4,'S� C•Z 3S--82.'r "s Nature of Repairs or Alterations(Answer when applicable) Date last inspected. Agreement: j The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the pro;isigns of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by his' f'Board of al a t f C "----�''r -' A`°' t> ;s "7 P&E� , ., Date' � � Application Approved by C ° Date Application Disapproved by l . Date' for the following reasons Permit No. Date Issued -----------------------------—-———----—-------—--—-------—--—--—--—-----—--—----------—--— ,.r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Complianre THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed X nRepaired( ) UpgradedAbandoned( )byy at 17 I C��� Fq�iM004 ,C 000, f01 as been c o n stlu cted'n I ndat with the provisions of tle 5 andc• e-fiai fia>;Dis}�o�al ps e Construction Permit No �0� L Installer .�.G ..� Designer u!/1',�h �/+� �'t'/•n g #bedrooms Approved desiginfl'ow n o ©•3 gpd The issuance of this perm' shall.not be construed as a guarantee that the system will ctillon/as design d. (� Date 1 i 2 "1 ) Inspector y i ------------------ -------------------- ------------------------------- -------=----------------- No. 3177 Fee-/ ��THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal &pstem Construction permit Permission is hereby granted to Construct( `'f +Repair( ) Upgrade( ) Abandon( / ) System located at 17 Q1 �ri�i�lp& �®r l-�/�►� QS r/� 1, and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Approved by 07/01/2016 09:53 5084289617 SULLIVAN ENG INC PAGE 01 Town of Barnstable- Regulatory Services B i Richard V.Scali, Interim Director 263 Public Healt>b Division N Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 i+ax: 508-790-6304 Installer&Desioer CertifiCation Form Date: AJA?L 16 Sewage Permit# IJ 4 373 Assessor's MaplParcel o0 os,-L Designer: S�R�uR a Installer.- Address: ,k Address: On I's �,� ` was issued a pmmlit to install a (date) (insta er) septic system at 1-7 Oktk _ based on a design drawn by (address) \rWc+.t dated�.-zj 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. Strip out (if required) was inspected and the soils were found satisfactory. 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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the 11A approval letters (if applicable) -,� ox 4y4rn ssq (Installer's Signature) s'f7n,tt�'ea�• D signer's Signature) (A x Dest p Mere) PLEASE RETURN.TO BARNSTABLE PUBLIC HEALTH DIVISION CERT FICATE OF COMPLIANCE M2LL NOT BE ISSUED UNTIL BOTH 1I3..LS FORM AM,AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEA DIVISI N. JHANK YOU. ti QAScptic\DesignerCertifiiication Form Rev$-14-t3.doc L Date: 8/8/2014 Meter Reading history Page 1 of 3 Customer# 607174-1 Premise#607174 - Service:Water-Regular Metered METER READING \ r TRANSACTION INFO � Read Date Sequence# Meter# Face soft # Read Code Reading Consumption Skip Counf Tvne Code Status Bill Period Trans Date 07/29/2014 01 88504456 0 31030110 1 838 27 0 REG A R 201407 08/05/2014 r 06/18/2014 01 88504456 0 31030110 1 811 23 0 REG A R 201406 06/25l2014 05/15/2014 01 88504456 0 31030110 1 788 14 0 REG A R 201405 05/21/2014 04/23/2014 01 88504456 0 31030110 1 774 21 0 REG A R 201404 04/30/2014 03/20/2014 01 88504456 0 31030110 1 753 16 0 REG A R 201403 03/27/2014 02/19/2014 01 88504456 0 31030110 1 737 1,0 0 REG A R 201402 02/25/2014 01/23/2014 01 88504456 0 31030110 1 727 17 0 REG A R 201401 01/29/2014 12/17/2013 01 88504456 0 31030110 1 710 17 0 REG A R 201312 12/26/2013 11/19/2013 01 88504456 0 31030110 1 693 14 0 REG A R 201311 12/02/2013 10/23/2013 01 88504456 0 31030110 1 679 23 0 REG A R 201310 10/30/2013 09/18/2013 01 88504456 0 31030110 1 656 16 0 REG A R -201309 09/25/2013 08/22/2013 01 88504456 0 31030110 1 640 21 0 REG A R 201308 08/27/2013 07/17/2013 01 88504456 0 31030110 1 619 17 0 REG A R 201307 07/31/2013 O6/20/2013 01 88504456 0 31030110 1 602 20 0 REG A R 201306 06/27/2013 05/21/2013 01 88504456 0 31030110 1 582 19 0 REG A R 201305 05/29/2013 04/19/2013 01 88504456 0 31030110 1 563 17 0 REG A R 201304 04/30/2013 03/20/2013 01 88504456 0 31030110 1 546 18 0 REG A R 201303 03/27/2013 02/22/2013 01 88504456 0 31030110 1 528 19 0 REG A R 201302 02/27/2013 01/21/2013 01 88504456 0.31030110 1 509 17 0 REG A R 201301 01/27/2013 12/20/2012 01 88504456 0 31030110 1 492 19 0 REG A R 201212 12/26/2012 11/26/2012 01 88504456 0 31030110 1 473 19 0 REG A R 201211 11/29/2012 10/23/2012 01 88504456 0 31030110 1 454 22 0 REG A R 201210 10/29/2012 09/18/2012 01 88504456 0 31030110 1 432 17 0 REG A R 201209 09/26/2012 08/21/2012 01 88504456 0.31030110 1 415 19 0 REG A R 201208 08/29/2012 07/24/2012 01 88504456 0 31030110 1 396 26 0• REG A R 201207 08/02/2012 06/18/2012 01 88504456 0 31030110 1 370 23 0 REG A R 201206 06/27/2012 05/18/2012 01 88504456 0 31030110 1 347 21 0 REG A R 201205 05/29l2012 04/24/2012 01 88504456 0 31030110 1 326 22 0 REG A R 201204 04/30/2012 03/21/2012 01 88504456 0 31030110 1 304 21 0 REG A R 201203 03/28/2012 02/17/2012 01 88504456 0 31030110 1 283 16 0 REG A R 201202 03/01/2012 01/25/2012 01 88504456 0 31030110 1 267 29 0 REG A R 201201 02101/2012 12/19/2011 01 8M04456 0 31030110 1 238 23 0 REG A R 201112 12/27/2011 11/21/2011 01 88504456 . 0 31030110 1 215 31 0 REG A R 201111 12/01/2011 10/19/2011 01 88504456 0 31030110 1 184 23 0 REG A R 201110 10/25/2011 09/19/2011 01 88504,456 0 31030110 1 161 24 0 REG A R 201109 09/27/2011 r k�(,,,J- L I l� C4 elk lrs. C 3: i �trti Town of Barnstable Barnstable t AFMieicacil� * IMRN MAS&I.E.',YfAD . Board of Health �1 1639• iDrFe�t°' 200 Main Street,Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi November 29, 2012 Mr. Peter Sullivan, RE, Sullivan Engineering P.O. Box 659 Osterville, MA 02655 Dear Mr. Sullivan, You were present during the August 21, 2012 Board of Health meeting. The meeting was held because you requested a determination from the Board in regards to determining design flow for a septic system for a rinse water operation along with a limited number of employees (four to eight employees, part-time). In this case, the rinse water is from a culling operation as the result of washing off live oysters, determined to be approximately 600 gallons p.-r work day. According to your letter, you originally intended to add the rinse water into the septic system however, you did not want that flow to "penalize" the total design flow. It was determined by the Board that the rinse water from the culling operation will not be used to "penalize" the applicant in regards to nitrogen loading limitations. However it was later determined, after consulting with Brian Dudley of MA DEP, that this is considered an "industrial" use. Therefore an industrial holding tank Wbe required. If you should have any further questions, please feel free to consult with MA DEP or telephone Thomas McKean at 508 862-4644. Sinc ely yours Wayn `Miller, M.D. Chair an V-fxi s1-4� Board of Health & 16- a 1 &U111X 2e}6 )I-0- rr Q:\WPFILES\CapeCodOysterRinseWater2012.doc � S cq holmes and mcgrath, inc. civil engineers and land surveyors 362 gifford street falmouth, ma 02540 � email: mcgrath@holmesandmcgrath.com DATE �.e., � � JOB NO.aO(o 0011"1>4 phone (508) 548-3564 1 800 874-7373 ATTENTION fax (508) 548-9672 TO - s � ,�VS��r.-� RE. dot& a",ems 4L- 7y Old WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 5CVL rSV E3 C l SS 6SS p{t i t THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ A copies for•� _Approved as submitted ❑ Resubmit approval..' For your use ❑ Approved as noted ❑ Submit copie for disfrihution-, KAs requested ❑ Returned for corrections ❑ Return correct d prints,,_,D ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: ( ' _ •" I if enclosures are not as noted,kindly notify us at once. LlMassachusetts Department of Environmental Protection #179 Old Falmouth Rd.,Barnstable,MA Bureau of Resource Protection —Wastewater Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information 1. Facility Information Fred Mosser Owner Name #179 Old Falmouth Rd Map/Lot 100 52 Street Address Barnstable MA 02648 City State Zip Code B. Site Information 1. (Check one) New Construction ® Upgrade ❑ Repair ❑ 2. Published Soil Survey available? Yes ® No ❑ If yes: 1993 1:25,000 MeA Year Published Publication Scale Soil Map Unit Merrimac sandy loam Soil Name Soil limitations 3. Surficial Geological Report available? Yes ® No ❑ If yes: 1986 1:100,000 Qmp Year Published Publication Scale Map Unit Glacial Outwash Outwash Plain Geologic Material Landform 4. Flood Rate Insurance Map: Above the 500 year flood boundary? Yes ® No ❑ Within the 100 year flood boundary? Yes ❑ No Within the 500 year flood boundary? Yes ❑ No ® Within a Velocity Zone? Yes ❑ No 5. Wetland Area: National Wetland Inventory Map Map Unit Name Wetlands Conservancy Program Map Map Unit Name 6. Current Water Resource Conditions (USGS) 4/2006 Range: Above Normal ❑ Normal ® Below Normal ❑ Month/Year 7. Other references reviewed:Town Assessors Map Fema Maps, Town Topography Maps, Cape Cod Groundwater Map DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 1 of 11 a Massachusetts Department of Environmental Protection #179 Old Falmouth Rd.,Barnstable,MA Bureau of Resource Protection —Wastewater Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole A: 5/5/2006 1:00 PM sunny 65°F Date Time Weather 1. Deep Observation Hole Logs Deep Hole Number #1 Ground Elevation at Surface of Hole 72.5 Location (Identify on Plan ) (refer to sketch) 2. Land Use: Farm (developed) None 0% (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) pitch pines and oaks Outwash plain (refer to sketch) Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body > 200 ft. Drainage Way . Possible Wet Area > 200 ft. feet feet feet Property Line 40 ft.+/- Drinking Water Well Other feet feet 4. Parent Material: Glacial Outwash Unsuitable Materials Present: Yes ❑ No If Yes: Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock❑ Bedrock❑ 5. Groundwater Observed: Yes ❑ No If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: >200 40 inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 2 of 11 . A• LIMassachusetts Department of Environmental Protection #179 Old Falmouth Rd.,Barnstable,MA Bureau of Resource Protection —Wastewater Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole A: Deep Hole Number: #1 Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Depth Horizon/ Color-Moist (mottles) Texture % by Volume Consistence Other Layer (Munsell) (USDA) (Moist) (In.) Depth Color Percent Gravel Cobbles &Stones 0 4 A 7.5 YR 4/4 Sandy Loam 21 B 7.5 YR 5/8 Sandy Loam Coarse Structureless 35 C1 7.5 YR 6/6 Sandy 20 Single grain Loam 82 C2 7.5 YR 6/6 Coarse 40 Structureless loose Sand Single grain 120 C3 7.5 YR 7/4 Medium 5 Structureless loose Sand Single grain Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 3 of 11 Massachusetts Department of Environmental Protection #179 Old Falmouth Rd.,Barnstable,MA Bureau of Resource Protection —Wastewater Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole B: 5/5/2006 1:00 PM sunny 65°F Date Time Weather 1. Deep Observation Hole Logs Deep Hole Number #2 Ground Elevation at Surface of Hole 72.5 Location (Identify on Plan ) (refer to sketch) 2. Land Use: Farm (developed) None 0% (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) pitch pines and oaks Outwash plain (refer to sketch) Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body > 200 ft. Drainage Way Possible Wet Area > 200 ft. feet feet feet Property Line 40 ft.+/- Drinking Water Well Other feet feet 4. Parent Material: Glacial Outwash Unsuitable Materials Present: Yes ❑ No If Yes: Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock❑ Bedrock❑ 5. Groundwater Observed: Yes ❑ No If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: >200 40 inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 4 of 11 Massachusetts Department of Environmental Protection #179 Old Falmouth Rd.,Barnstable,MA Bureau of Resource Protection —Wastewater Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole B: Deep Hole Number: #2 Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Depth Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Other Layer (Munsell) (USDA) (Moist) (In.) Depth Color Percent Gravel Cobbles &Stones 0 4 A 7.5 YR 414 Sandy Loam 18 B 7.5 YR 5/8 Sandy Loam Coarse Structureless 31 C1 7.5 YR 6/6 Sandy 20 Single grain Loam Coarse Structureless 81 C2 7.5 YR 6/6 Sand 40 Single grain loose Medium 5 Structureless loose 120 C3 7.5 YR 7/4 Sand Single grain Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 5 of 11 Massachusetts Department of Environmental Protection #179 Old Falmouth Rd.,Barnstable,MA Bureau of Resource Protection —Wastewater Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole C: 5/5/2006 1.00 PM sunny 65°F Date Time Weather 1. Deep Observation Hole Logs Deep Hole Number #3 Ground Elevation at Surface of Hole 72.5 Location (Identify on Plan ) (refer to sketch) 2. Land Use: Farm (developed) None 0% (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) pitch pines and oaks Outwash plain (refer to sketch) Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body > 200 ft. Drainage Way Possible Wet Area > 200 ft. feet feet feet Property Line 50 ft.+/- Drinking Water Well Other feet feet 4. Parent Material: Glacial Outwash Unsuitable Materials Present: Yes ❑ No If Yes: Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s)❑ Weathered/Fractured Rock❑ Bedrock❑ 5. Groundwater Observed: Yes ❑ No If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: >200 40 inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 6 of 11 Massachusetts Department of Environmental Protection #179 Old Falmouth Rd.,Barnstable,MA Bureau of Resource Protection —Wastewater Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole C: Deep Hole Number: #3 Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Depth Horizon/ Color-Moist (mottles) Texture % by Volume Consistence Other Layer (Munsell) (USDA) (Moist) (In.) Depth Color Percent Gravel Cobbles &Stones 0 7 A 7.5 YR 414 Sandy Loam 19 B 7.5 YR 5/8 Sandy Loam Coarse Structureless 33 C1 7.5 YR 6/6 Sandy 20 Single grain Loam Coarse 40 Structureless loose 76 C2 7.5 YR 616 Sand Single grain 120 C3 7.5 YR 7/4 Medium 5 Structureless loose Sand Single grain Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 11 Massachusetts Department of Environmental Protection #179 Old Falmouth Rd.,Barnstable,MA Bureau of Resource Protection —Wastewater Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole D: 5/5/2006 1:00 PM sunny 65OF Date Time Weather 1. Deep Observation Hole Logs Deep Hole Number #4 Ground Elevation at Surface of Hole 72.5 Location (Identify on Plan ) (refer to sketch) 2. Land Use: Farm (developed) None 0% (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) pitch pines and oaks Outwash plain (refer to sketch) Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body > 200 ft. Drainage Way Possible Wet Area >200 ft. feet feet feet Property Line 60 ft.+/- Drinking Water Well Other feet feet 4. Parent Material: Glacial Outwash Unsuitable Materials Present: Yes ❑ No If Yes: Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s)❑ Weathered/Fractured Rock❑ Bedrock❑ 5. Groundwater Observed: Yes ❑ No If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: >200 40 inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 8 of 11 Massachusetts Department of Environmental Protection #179 Old Falmouth Rd.,Barnstable,MA Bureau of Resource Protection —Wastewater Permitting Program site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole D: Deep Hole Number: #4 Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Depth Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Other Layer (Munsell) (USDA) (Moist) (In.) Depth Color Percent Gravel Cobbles &Stones 0 23 B 7.5 YR 518 Sandy Loam Coarse Structureless 36 C1 7.5 YR 616 Sandy 20 Single grain Loam Coarse 40 Structureless loose 85 C2 7.5 YR 6/6 Sand Single grain 120 C3 7.5 YR 7/4 Medium 5 Structureless loose Sand Single grain Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 9 of 11 Massachusetts Department of Environmental Protection #179 old Falmouth Rd.,Barnstable,MA Bureau of Resource Protection —Wastewater Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method used: ❑ Depth observed standing water in observation hole A. B. inches inches ❑ Depth weeping from side of observation A. B. inches inches ❑ Depth to soil redoximorphic features (mottles) A. B. inches inches ❑ Groundwater adjustment(USGS methodology) A. B. inches inches ® Other Projects and Cape Cod Groundwater Map A. Elev.40 ft. B. 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes ® No❑ b. If yes, at what depth was it observed? Upper boundary: 36 in TP#4 Lower boundary: 120 inches inches F. Certification I certify that I have passed the soil evaluator examination*approved by the Department of Environmental Protection and that the above anal y ' was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. .$zoo,/v6 Signature of Soil Evaluator Date Raul Lizardi-Rivera November 2002 Typed or Printed Name of Soil Evaluator "Date of Soil Evaluator Exam Donald Desmarais Town of Barnstable Name of Board of Health Witness Board of Health Note: This form must be submitted to the approving authority with Percolation Test Form 12 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 10 of 11 Massachusetts Department of Environmental Protection #179 Old Falmouth Rd.,Barnstable,MA Bureau of Resource Protection —Wastewater Permitting Program site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Use this sheet for field diagrams: N/F N/F DALE &SHERRIE LAND N/F N/F KATHLEEN A. DUNCAN N/F NATALIE M. COLEMAN TROY& LAURA WOOD AN &DEBORAH POLSELLI 1033.47' N 89'32'43" E 727.00' TOTAL (5.82t Ac.) N o TOTAL FLOW = 550 GPD STEPS \/ DECK ` EX\St1N& D RP0. �G OUTDOOR ARENA NO/NO REC/964h' N EXISTING OUTDOOR ARENA AREA .o n 0 0 f PENO/NG REC/9GW F—EXISTING-POST do RAIL FENCE , •0 � �z I r w N grovel I N N J EXISTING EXISTING BITUMINOUS CONCRETE DRIVEWAY 12' WIDE BARN TP/1 TP/3 0®0 BITUMINOUS CONCRETE DRIVEWAY PITCHED TO CATCH BASIN UTILITIES TELEPHONE ELECTRIC EXISTING POST &_RALL FENCE • AND CABLE • . 681.26' Q LXIbIIZ RIP--RAP WALL S 36'32'43" W —J O N/F N/F BRYAN J. BURNHAM JEFFERY R & SARITA SWIFT DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 11 of 11 Commonwealth of Massachusetts City/Town of Barnstable Percolation Test Form 12 Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important:When filling out A. Site Information forms on the computer,use Fred Mosser only the tab key Owner Name to move your #179 Old Falmouth Road cursor-do not Street Address or Lot# use the return key. Barnstable MA 02648 City/Town State Zip Code teb Contact Person(if different from Owner) Telephone Number B. Test Results 5/5/06 1:15 PM 2/11/05 2:50 PM Date Time Date Time Observation Hole# #1 for P#11,295 #1 for P#10,924 Depth of Perc 43 inches 48 inches Start Pre-Soak 11:09:30 2:52:38 End Pre-Soak 11:14:30 2:59:45 Time at 12" 11:15 Time at 9" 11:16 Time at 6" 11:17 .Time(9"-6") 1 minute Rate (Min./Inch) Less than 2 mpi Less than 2 mpi Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Raul Lizardi-Rivera Test Performed By: Donald Desmarais Witnessed By: Comments: Percolation rate of less than 2 mpi assign to the sand layers C2, and C3 approximately 36 inches from surface encountered in all four test holes. 206089pf.doc•06/03 Perc Test•Page 1 of 1 TOWN OF BARNSTABLE LOB"ATION 179 plo jkRond SEWAGE# ,-I006 VILLAGE)%6S7ny,3 ASSESSOR'S MAP&PARCEL /00 INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY /5a0 C, ,5/'oZ o LEACHING FACILITY: (type) I$jt'; ,jj,c) (3) (size) 302 X IX NO.OF BEDROOMS OWNER v r M PERMIT DATE: S'-/O-06 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 F 1 �s �s>�f J `Na C-ts C"K C76 M 7 �11 M T- � � No. :200 6 -,�10 &uri , Fee THE OMMONWEAL MASSACHU.SETTS Entered in computer: _,, Yes PUBLIC HEALTH DIVIS 0-- OWN OF'BARNSTABLE: MASS"ACHUSETTS 2pplication for Mopont *p5tem,Con5tructibn Permit Application for a Permit to Construct(t--<Repair( )Upgrade( )Abandon( ) complete System ❑Individual Components . Location Address or Lot No. 14q U W VW(klmu 4-, Owner's Name,Address and Tel.No.Na ovvLag brae. h# s,, YrW5ftf15 KtUg 1-7ct 0td F�tmuVr-G� 2eC Assessor's Map/Parcel peel f 163 u a �l�s Ins Name,Ad 1ress,and T 1 Z40— Designer's Name,Address and Tel.No. M/hes + 1`tC6nn*k.,let Ire, wl cs S Sa£s�y'�{ -3Sb z. Type of Building: Gouty Dwelling No.of Bedrooms Lot SizamhYlro �t sq.ft. Garbage Grinder(` Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 330 gallons per day. Calculated daily flow 3 30 gallons. Plan Date y it OrG Number of sheets Revision Date O Title PI0,1 ® r Y.I)Gt(Yf- 1205a-1 SIrS�/'1 Size of Septic Tank Type of S.A.S. Descri tion of Soil As t Aso i^ �D �} so c} L t�oars �u Q — 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 Pode and not to place the system in operation until a Certifi= cate of Compliance has been issu by this Boar f Healt Signed Date 27m, O O,6 Application Approved by Date o Application Disapproved for the following reasons Permit No. 0 0 21 g Date Issued id d 6 No. Fee THE-C6 MONWEAL.A-QF MASSACHUSETTS = Enteied in computer: _Yes - PUBLIC HEALTH DIVISION . TOWN'OF BARNSTABLE, MASSACHUSETTS es 2pplication for MigpozaYY p tent Congtruction Permit Application for a Permit to Construct( 1')Repair( )Upgrade-(-^')'Abandon( ) Complete System O Individual Components Location Address or Lot No. p 3 cl Ol G( Owner's Name,Address and Tel.No. }1oAo i 0,i. 1-7cv rtg V1,t15 ` 1-7cl Utc( Futmuv+1 n f2,0C- Assessor's Map/Parcel £ kcil5 g t7r fl �"(f► U 61t a© � 5 - (o �c�re(�' 1:3 Installer,s�Nam m e,Address,and.Tel.No.� Designer's Name,Address and Tel.No: t40 1 o1.eS d 17CGr a tG, 7Y1 e V`�c�.C��l�• � (c ,�& r ..emu. S62 0ird 1- c,fmU� e� fA 025t{p '*�. �.'�.3erv,��t 1'[t•T, Ua-�if % 1 � � �a&',J�(i�'`3S(ot. Type of Building: (3aj Dwelling No.of Bedrooms Lot Size 2!2'11 Yho,-�sq.ft. Garbage Grinder( 0 Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 350 gallons per day. Calculated daily flow 330 _ ...gallons. Plan Date It a , Number of sheets 2 Revision Date 1z Title Eel r;6 C pcn19-o s rC1 S PI J aQ ee4Dr Sao 5 c_14Sd-e eX Size of SepticyTank '` ` :, Type of S.A.S. Description of Soil, /)..S• Ar2 So /0•,S 4Z A e /a Pl3 � � mars uaorQ s G Nature of Repairs or Alterations(Answer when applicable) l. ` Date last inspected: Agreement: The undersigned agrees to ensure the construction and mai5tenance of the afore described on 4ite 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- cate of Compliance has been issued by this Board ofiHealth. , q Signed _l i ,e ;ram ./f Date Application kppi'oved by� Date Application Disapproved for rhe following,reasons Permit No. 6 d 6 t 1 K � �`✓ Date Issued 6. _-------------------—._.------------------ -- /330 Il��f r Ay Pow. THE COMMONWEALTH OF MASSACHUSETTS t BARNSTABLE, MASSACHUSETTS ` , Certificate of Compliance A THIS IS TO CERTIFY, that the On-site Sewage Disposal Syste Consirucfed (,.paired ( )Upgraded( ) Abandoned( )by at has,been`c structed in accordance `F with the provisions of Title 5 and the for Disposal System Construction Permit No, —500fo">,2)f' dated J/J d Installer__ :.c�r �rt�c.c_1��', I c� Designer i The issuance of this permit sh 11 not be construed as.a-guarantee that the system wi !un rti,n s designed --— Date Inspector No. ��� 1f r _ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS' -` Migog;al *V5tern Con5trUction Permit Permission is hereby granted to Construct( Repair( )U grade( )Abandon( ) System located at 1'2 q :� M• 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 of this ,ermit. Date: /O !)& Approved by )vU� V1RGl Iu,j t , ✓C 4 /tnUr� d'f Glrtn/" ✓�� ���y O� Regulatory Services Thomas F. Geiler, Director °"R'' ",M ASS. Public Health Division 79. a v$ i6 ,�0 'DrEo 9. Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Fax: 508-790-6304 office: 508-862-4644 Installer & Designer Certification Form Date: S C�'ts'L d L011 Designer: c�nn�� -1 1 c G�� � Installer: 3t f�u c-e \ � sler Address: 36a G; one :address: �3_�l�0&0 On A9y /O Doh ;Br,,c c Ho'c-a lL�?� _ was issued a permit to install a (date) (installer) n - septic system at f,q ODD �31 �7���'t �Ary �`r`f based on a desi�i dra��-n by �op6— atg (address) 4✓oi/M cs f Alc a dated Z94,e Z� //, O 6 S4�(desta per) 1 eerti€ 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 sWe _ I eel that the septic system referenced above was installed xa ith ma�{or chat es greater-than 10 lateral relocation of the SAS or any vertical relocatton�tPny lan r potn- of the septic system) but in accordance with State & Local Regulation ; certified as-built by designer to follow. � or CD -a A i1co S c:� (Installer's Signature) c4�j t; ssa,a 1, I,:C't�' (Designer' Signature) (Affix Designer's Stamp Here). IFICATE PLEASE RETURN TO BAR PUBLIC HEALTHDIVISION., H TRIOS FOItT AND -AS- OF COMPLIANCE WILL NOT BE ISSUED Li�ITI BUILT CARD ARE RECEIVED BY THE BARs'VSTABLE PUBLIC HEALTH DItiISION. THA\K YOU. / Q:Health Septic/Designer Certification Fomi �/' 1 TOWN OF BARNSTABLE j LOCATION ,T ��.� �/�[/ 1f�jl,� XO' SEWAGE # � ,VILLAGE ASSESSOR'S MAP & LOT 60-5oZ"" INSTALLER'S NAME&PHONE NO. IJ6/11NV — SEPTIC TANK CAPACITY 0 LEACHING FACILITY: (type) (size)�� O X �• NO.OF BEDROOMS 3 BUILDER OR OW11NER 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 - r / 04 �1-1/jl/ 3 No. THE COMMONWE LTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for W6pont 6p5tem Conttrurtton Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) L9Complete System ❑Individual Components Location Address or Lot No. 179' 15 GV~ 711 1�> Owner's Name,Address,and Tel No 130 S'yACg� ./�LArv� 2v,/G .47/1/��J�/ '• Assessor'sMap/Parcel Installer's Name,Address,and Tel.No. ;777 "�p�j�j Despi er's Name Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 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 O gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank ���� [�1�'G Type of S.A.S. /fV2'--Z � Description of Soil SQL A 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 theyEnvirnmentLal Code and not to place the system in operation until a Certificate of Compliance has been issued by t 's Board f H Signe Date 10 Application Approved by Date CO /--3 1 Application Disapprove by: Date for the following reasons Permit No. Date Issued �� 3 li t3 t6c) No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS .'� ZIpplication for Wooza.Y *paem CowarUCtton Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) U Complete System ❑Individual Components Location Address or Lot No. /79' 4�eO f0:Ge.l0711 teZ> Owner's Name,Address,and Tel.N /s���o G 47 ��ml /3o SSA Assessor's Map/Parcel Installer's Name,Address,and Tel.No. 77Zf��("�jlp(� Des' ner's Name Address and Tel.No. fi���s' Type of Building: 'h Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( t;) Other Fixtures Design Flow(min.required)? gpd Design flow provided ��� gpd Plan Date Number of sheets Revision Date f _ Title Size of Septic Tank Type of S A-,S //Vt/LT.�i4A'1n W ` Description of Soil SIM- MA/ A Z%Ct � Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of,the•afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by t 's Board Alw.j r Signe Date ,4 Application Approved by Date /0 /Z / �1 Application Disapprove by: Date for the following reasons Permit No. Date Issued 10 3► _ 3 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 ��c�t`a�►'1© `n � at �� `\ CQ ►ss � ~�' has been constructed in accordance / 1 with the pr�v'sons of Title 5 and the for Disposal System Construction Permit No. ���j k4 0 dated Installer ' Designer 'lit-r—G #bedrooms Approved design flow _ 3 gpd The issuance of this parmit all not be construed as a guarantee that the sys em will�dfio �asdened. Date � I a� Inspector ————————————— No. < Fee % �V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Mi,po.5a1 6p!6tem Cone;tructtott Permit Permission is hereby ranted to Cono ct ( ,Repair ( ) Upgrade ) Abandon ) System located at f� 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 co d'itions. Provided: Construction must be completed within three years of the date of this gpernT;t. Date /0h) ) 5 Approved-by ;1.,9/27/2005 14:24 508-548-9672 HOLMES AND MCGRATH PAGE 02 ' ale C'yy Town of Barnstable �7Ussn,, Iq Regulatory Services Thomas F. Geller,Director MASS, Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 10- 2 Designer: AL � !�/]�rrfl�L; YI� Installer: �f Address: �(�2 [;:� ,�� i�� Address: On j�//—es -Tdr -I'V a was issued a permit to install a (date) (installer) septic system at 01 J F�a'J- based on a design drawn by (address) kpi /( tr.0141, ._Lex dated '1%, tq,-Zdh. (designer) I Ce 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 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 ar.y component of the septic system)but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. Si ature ; \t� trot:ri a� SAOVO I t �•. , . (� `fit. •. ���4 • •:� - ...... M.,,• ._..- �Fes'••..1.`:�r..'_ .\��' (Designer's Signature).. (Affix Desi ry- t-0i HEr„) PLEASE RETURN TO BARNSTAB.LE PUBLIC HkA.LTH DIVISION. CEIi:TIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORME• AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBL�•C HEQLJL .DJVISZON_ THANK U. Q:Health/Septic/Designer Certification Form TOWN OF BARNSTABLE—7 LOCATION %'9 O/V SEWAGE# VILLAirE ---ear o.ot >i/�t' ASSESSOR'S MAP&LOT /0O - 052 INSTALLER'S NAME&PHONE NO. s /„ 7ems'"--�B-Z3� SEPTIC TANK CAPACITY — /ro0 LEACHING FACILITY:(type) (size) je /z ` NO.OF BEDROOMS GI/ BUILDER OR OWNER PERMIT DATE: 10 13h COMPLIANCE DATE: ( 2 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility f Feet Private Water Supply well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) --&!Z-� Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ,�.- .� o z TOWN OF BARNSTABLE $c(SkA", ') b 3-7 3 LOCATION SEWAGE# VILLAGE_/�/fo/�'�fJG .�'i%�J" ASSESSOR'S MAP&LOT Uf) "6 S) INSTALLER'S NAME&PHONE NO. �/ _��<trfi7 �a X 77.5-ZmEZ(— SEPTIC TANK CAPACITY lgro „/��-?eO LEACHING FACILITY:(type) -JWo Gam/ (size) NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: 1.3 /v COMPLIANCE DATE: ^1— Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Rio ' 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, - 7S. . eff 0 3 2 m6/e �� o(J rv,1,-� ��. Z Z g _ u-e• I _ 0 04 LiJ g o 05 cn LL. LiJ a 9 �—a•OONORETE sae IM a RNISH AND BROOM a x e-@A s'CMCR re sae vM r� v�=i N BROOM PHSH Oro NtWF.a x a-6A o REMOVE DOOR AND FLLW WiH . •- 1- k METAL TRENCH DRAW Y-D'LOADWO BOOK _4a f 11 a�TUD�S,_ _cosm0. k RUBBER DOCK BUMPER FORM AM REFUCE 7a� r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — —— —� .. .. .. To E AM STEEL BEAN AMIE INTERIOR POSTS FLOORBRAW —, TC DININGAREA FLOOR DRAW z ° g ,n BE REMOSS BEAMDWA Q r� U W o COLD STORA SVIN .I COOLER/ aaPE Baps 'v H I - N — 0 . awHo BOOR To I J J I CONCRETE saeIL wIN a x a-a/6 a'-4' 8'-Y I 0 FLOOt DRAW ,EWF. ` /� 0, 0 /� f STORAGE FLOOR DRAW�° •� O N z W CHANGING AREA I � " N1 a w IL —TUBE CCOOUAW AT EACH END OF BEAM ABOVE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - revisions A tl° daft ldr by „-, ,r-o• ,r-a• ,r-o' ,r- $ ,r ,z'-o• ,r-o• n-, WORL AREA M*-,QW) 1. OFFlCE AREA(0-10X') n ,oT-e. i PROPOSED FLOOR PLAN rW a c y PFM J r number 201311• how data 7-28-14 1 NOTED drawing number SCALE BASED ON D (24 x 36) SIZE DRAWING j r I �R � V i Z g Z L) on V ONO � wW � cn & 9 W az� at C, a V N x O O $ B®12 ALw NIf a B EAM INIGER O nap DEAN O Pms Swt OH Nss e t e"aX W TIIBE N SEL AT EAN EE 1� _ ATIC STORAGE AREA ���PLATE AND 'A e V 2 x e JOISTS 0 fe o,a o 1 SW) 2 a 10 JOISTS 0 1e•o.o.(No 1 SYP) 2 N 8 JOISTS 0 1 O.C. 0 1 8YP 2 x e JOISTS 0 1e o.C. o 1 2 a 10 JOISTS 0 16•o.o. o 1 SYP a && o ———— ————————— �M6k—Poiff-aNikaiou o———— ——OW AND C OH PLANE i PADD LATE$$TOOTTH POST YM E G POST OW AND CIDYNG PANELS WOW I AND ST O NI ADDR AND NEW METAL POST CAPE NEW BAIT NSLI ATION f 2. AND STALLS,ADD N CELNG AND WALLS f a 6 •lYna YN. _ to . b RAISE VOSTN0 NMOIIO MO b �NEW IM PLASTICWALL E�Elk7t�fWNMTNN wAILL �o ////�� POUR NEW e'LYNOETE BLAB ON 1WY ALL INTERIOR OOIJAe1S N NON MOSTND SDIL'MN B a B-e/e H Z --- RECDOECT WALL BABE AND LIT ARAE WIN ASC PLASTIC TWM WWF.AT EXTERIOR WAYS am WITH ENTIRE BUILDING AND NEW 2-2 x e PT SAFE SLOPE 1BD-OlP1X 1+ 8L18 WI1N 11'f a 1r lONB NOpOD •N r ANCHOR BOLTS S WAW®T �6"n .... ,fEN _! NEW OWTTN UB id' O LIN CRA.L U ♦-LT M J a X'(OR OTEAWSE PERIMETER FOUNDATION b >r Ae REGUGIFDZ t T-D•IDNo oALv. WALL WTH 2-�r �/J • {{� H ANOE AIL ANaNto E6sTwo » Tr= POSTS 1r eEnw VE NEW,BLAB FROM l0P!Y FA'pA W ,aa •r-O'ADG BLAB LL vT' u, '• J . :v G r O o• ir_1 . T 1r_1 • O V! 12•-1$' N'-e' 1r-1 v Nx SECTION ASECITON A — A(AS—BUILT CONDITIOM—BUILT CONDITIOM TYPICAL BUILDING SECTION PROPOSED THRU WORK AREA A — A (OFFICE AREA SIMILAR) W r SCALE, 1 /e0 X SCALE: 1 /40 XP NOTE.PROVIDE FLOOR / 1•TRAFFIC ODOR SYSEM ON INWELASTONERICOW AREA AND COOLER FOOL . 1 PROVIDE STANDARD SH EMICL WALL AND NOW CELING N OFFICE AREA, A PROVIDE RADIANT HEAT N ALL OAS AREAS TnOUGHOUT THE SULU . 4.INSTALL MI191NEM WALL MOUNTED CUC LESS At UNITS N OFFICE AREA revisions date IcIrwy I•I° i f I rw Tlyl PFM Ja num�r 2013118 le.ue dine lOT23-13 NOTED drawing number S-3 SCALE BASED ON D (24 x 36) SIZE DRAWING "N0 3 ai 3 OFFICE. MORTON BUILDINGS GENERAL SPECIFICATIONS NORTON,MA JOB NO, -- 122-1770 LAMINATED COLUMNS- NO.I OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF.8 POUNDS PER CAMMETT WAY CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III,OXIDE TYPE,AS LISTED IN FEDERAL SPECIFICATION TT-W-571J.THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG 4 FEET DEEP MIN.DEPTH BELOW GRADE AND READY- n MIX CONCRETE OR DRY CONCRETE MIX PADS ARE POURED IN PLACE(NOTE PLANS FOR SIZE&TYPE).TWO n n co GALVANIZED STEEL BASE ANCHORS ARE PLACED 1"FROM BOTTOM OF COLUMN OR 1/2"GALVANIZED ROD PLACED 2 1/2"FROM BOTTOM OF COLUMN. ADDITIONAL CONCRETE MIX IS PLACED AROUND BASE OF COLUMN s THEN BACKFILLED WITH SOIL COMPACTED AT 8"INTERVALS. SPLASHBOARDS-SPLASHBOARDS ARE NO.2 OR BETTER SOUTHERN YELLOW PINE 2x8 S2S AND CENTER DISTANT TO P.L. DISTANT TO P.L. MATCHED,PRESSURE TREATED TO NET RETENTION OF.6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER PROPOSED 36'x1 PROPOSED ® ARSENATE TYPE III,OXIDE TYPE,IN ACCORDANCE WITH AMERICAN WOI�D PRESERVERS'ASSOCIATION SPECIFICATION MORTON DRIVEWAY BUILDING W (\ C2.ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. 4, \ FRAMING LUMBER-SIDE NAILERS ARE 2x4 S45 SPF W/2x3 STIFFENER,2-2x4 L-NAILERS SPACED / ® o APPROXIMATELY 30"O.C.OR 2x6 NAILERS APPROXIMATELY 24"O.C.WITH JOINTS STAGGERED AT ATTACHMENT O �j TO COLUMNS. ROOF PURLINS ARE 2x6 545 NO.2 OR BETTER ON EDGE SPACED APPROXIMATELY 24"O.C.ALL OTHER FRAMING LUMBER IS NO.2 OR BETTER. +i r , Z '� Cy ROOF TRUSSES/PLATED RAFTERS- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED.IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED AT Qthe UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU.TRUSSES ARE DESIGNED IN ACCORDANCE WITH LLU LICENSE Tg a CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. PLATED RAFTERS ARE NO.1 SOUTHERN — -- -_ -- -CO11StTUCt2®YI Super m0 YELLOW PINE. O � Effective Date Lic. # d l SIDING PANELS(KYNAR 500/HYLAR 5000)-0.019"MIN.,G90 GALVANIZED OR AZ55 BUILDING LO�AZI O A' o L A�7/n /A� nL74L� ` GALVALUME,WRH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH WITH r _ I`i r /`1 tJ 7 Wayne Davis VV V z `\ 7.5' 30' Ytl yn A NOMINAL 1 MIL PAINT THICKNESS ON EXTERIOR. SCALE: 3.75' 15' 60' 100 Scarlet Road z ROOFING PANELS�FLUOROFLEX 2000(TM))-0.019"MIN.,AZ55 GALVALUME WITH AN p9 �Y}i,1�p p 0 ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT r! � l� � �� m z O WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. � TRIM-DIE-FORMED TRIM OF 0.019"MIN.,G90 GALVANIZED OR AZ55 GALVALUME STEEL p TYPICAL LUMBER SPECIFICATIONS -1997 NDS 'ON RIDGES,CORNERS,BASE,WINDOWS,AND DOORS WITH SAME FINISH AS SIZE DESCRIPTION BENDING VALUE Fb BUILDING DESIGN CRITERIA 2x4 NO.1&2SPF 1313PSI ROOFING OR SIDING PANELS. USE GROUP _U 2x4 2100f MSR SPF 2100 PSI CONSTRUCTION TYPE 5B ._ 2x6 NO.1&2 SPF 1138 PSI GUTTERS-5"K-STYLE,.030 HIGH TENSILE ALUMINUM GUTTER,KYNAR 500/HYLAR 5000 LIVE ROOF LOAD DESIGN 25 PSF 2x6 NO.1 SYP 1650 PSI � WIND LOAD 90 M.P.H. 2x8 - NO.1 SYP 1500 P51 N FINISH TO MATCH TRIM,ON BOTH SIDES OF THE BUILDING. FLOOR AREA 1,728 SO.FT� 2x10 _NO.1 SYP _1300 PSI _ O 2x12 NO.1 SYP 125250 PSI ADDITIONAL NOTES ALL 1950f MSR SYP 1950 PSI 1 1/7k06" LAMINATED VENEER LUMBER 2800 PSI DRAWN BY: MBH 1.)ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART 3 1/7k05' GLU-LAM 1650 PSI 51WK161/2" GLU-LAM 2400PSI DATE: 1/4/05 OF THESE DRAWINGS. 51/CK191/7 GLU-LAM 2400PSI CHECKED BY.'JS NOTE:HIGHER ERIAL REQUIRED AS NOTED ON PLANS. 2.)ALL INTERIOR,PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED OF DATE: 1/26/05 REV15ED DATE.- BY.OWNER.STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY REVISED DATE.• ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS,PASSAGEWAYS.AND CORRIDORS. I H � 6a 67A �i L DESIGN FOR REMISED DATE 3.)FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES D S� UNDER Y SHEET INDEX RED PRf�NAL EN 81H A DULY LICE D/ EVISED AS REQUIRED FOR WALL AND CEILING FINISHES. R _ SHEET# DESCRIPTION 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC Gl OF G1 ..BUILDING LOCATION PLAN, SPECIFICATIONS &SHEET INDEX AELL.M COR P.E. JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. S 1 OF S9_ COLUMN PLAN Eris #41121 OMW 5. KYNAR 500IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA,HYLAR S2 OF S9 I R LAN & DETAILS /ON-AL P.DATE:6-30-06 �� S3 OF S9 JOIST LAYOUT & DETAIL 'ate �' File Copy 5000 IS A TRADEMARK OF AUSIMONT,USA. S4 OF S9 ! ELEVATIONS I HEREBY CERTIFY THAT THE ARCHITECTURAL DESIGN FOR CS2x6FK 10-00 S5 OF S9 E ATIO_NS THIS BUILDING WAS PREPARED BY ME OR UNDER MY L� DIRECT SUPERVISION AND THAT I AM A DULY LICENSED i S6 OF S9 DETAILS &SECTION ARCHITECT. S7 OF S9 SECTIONS S8 OF S9 SECTIONS WAY W ON,ARCHITECT DATE %V SCALE:AS NOS J S9 OF S9 DETAIL&RAFTER DRAWING LICENSE 8976 SHEETNo. EXP.DATE:8-31-05 G 1 OF G 1 OFFICE NORTON,MA 0 0 o I JOB NO. 4 122-1770 0 N 17-47 12'0" S S7: I V-U'VENTED SIDEWALL OVERHANGS V-0"NON-VENTED ENDWALL OVERHANGS a ° ® ° I 35-9 8"0 ® I 0 24 0 18"0 4"0 18"0 c� o. `* 3'-10 3/4" 4'-0 3/4" P. OF(4) TYP.OF(2) Y N Q 18„0 Q N I 04 z z0 12' 12' FEED I rti ' FD ROOM �L W a 16"0 36"QJrMi 36"0 18"0 36"0 180 18"0 O 23'-7 1/7' 18"0m 23'-7}/2" J J O E O S 8 D p 11L p' 16-2 3/4' B S8 I S8 S7 �I to 36'x48'LOFT I 4 I o A LU o• S6 (ABOVE) (ABOVE)Q ^� x U—I O n I I I I 18 0 18"0 z 12'-1 1/7' 12'-1 1/T . 18 0 36"0' 36"0 18"0 36"0 18"0 O z i i o U. ( mom O S m N LICE E Ow 12'x12'STALL 12'xl2'TACK ROOM 0 ZL Sr18A�`t]C® on Sum z - q� N I Z > TYP.OF(6) O > ' I _ Effective Date I I 07/01/97 ic.# Wayne '46S Davis ® 24'0 100 scar, — p.-0, �y y IY4Y' — Q 7 — � �— 1'� ®4it�lf idAJ`! O23 ad DRAWNBY,• MBH Li- — — — — 'I — — — — — — — — — — L DATE." 1/4/05 _COLUMN PLAN LEGEND CHECKED BY JS o -3-2x6 LAMINATED COLUMN LOCATION DATE: 1/26/05 12'-0" }1'-10 i/2" ® -3-2x6 LAMINATED STUB COLUMN LOCATION REVISED DATE. p-3068 PLAIN FIBERSTEEL WALK DOOR W/LOCKSET pp -(6)4072 METAL CLAD DUTCH DOORS REVISED DALE' [il-(2)4429 9-LITE HAYFIELD SLIDING WINDOWS REVISED DATE: W/SHUTTERS&PIPE SECTIONS ®-(5)3223 JALOUSIE WINDOWS W/PIPE SECTIONS t? (D-12'x9'-4"DIAMOND"M"DOUBLE SLIDING END DOOR W/GLASS c o o - p I (2)=4'x6'DOUBLE SLIDING LOFT DOOR W/CEDAR CROSSBUCKS R 18"0=18"DIAMETER FOOTING WITH M 8"THICK READI-MIX CONCRET PLACE A MINIMUM OF 8" M CHAEL L. CONCRETE AROUND C -4 ROUGH OPENING SCHEDULE SETTING. C��1�:� 0) 24"0=24"DIAMETER FOOTI �•� C 6�L UNIT SYMBOL 1(I"THICK READI-MI AD. FROM LEGEND WIDTH HEIGHT PLACE A MINIMUM -MIX 110.41121 p 381/4" 81" CONCRETE AROU m 521/4" 335/8" SETTING. .� COLUMN PLAN m 321 4" 231 2" 36"0=36"DIAMETER FOO H 14"THICK READI-MI _ ETE IM PLACE A MINIMUM DI- SCALE:1/4"=V-0" CONCRETE AROUND HEN SETTING. fSC�A�LE;AS NOTED 2'-N)Q'-6"CUPOLA W/FA SIIEETNO. THERMAX IN ROO S 1 OF S9 3 OFFICE.' � NORTON,MA \ JOB NO. 122-1770 END RAFTE (2)20d R.S.NAILS IN OVERHANG FRAME 2x4 BEV.PURLI j s Od R.S.NAILS 12-20d R.S.NAILS OVERHANG FRAM PER CONNECTION N ND RAFTER 3J 2x6 END COLUMN EXTENSIONS m 2x6 OVERHANG NAILE 8)20d R.S.NAILS - 3-2x6 CORNER COLUMN END TRUSS DETAIL #1 END TRUSS DETAIL #2 SCALE:11/2"=1'-0" SCALE:1 1/2"=1'-0_' rW^ a P O r - - - - - - - - - - - - - - - - - - - - - - - - -i �— z Z i i Ce I i I I o i I Z _ Z f - I � I 2 DRAWN BY..- MBH 52 DATE: 1/4/05 CHECKED BY: JS DATE.- 1/26/05 REVISED DATE' REVISED DATE: REVISED DATE RAFTER PLAN LEGEND A,F -2x10/2x8 PLATED RAFTER(NO 1 SYP) LICENSE � 1 AEL L. w Construction SuperORMICK 1 IVIL L- — — — — — sz Effective Date Lic. . 41121 J 07/01/97 — — — — — — 06746 Wayne Davis 100 Scarlet Road Plymouth, N 02 60 f12 .AS NOTED RAFTER PLAN 61A 1VdtA J SHEET NO. [� SCALE:1/4"=V-a' OF S 7 00 +' STEP 2: ry` OFFICE.• ATTACH MEMBER#2 WITH 9d GUN NORTON,MA NAILS @ 6"O.C.AT TOP AND BOTTOM pP t���Eg R#5 fib OF BEAM. SET NAILS 2"FROM TOP �10cR JOB NO�22 1770 AND BOTTOM OF BEAM. cT STEP 4: ATTACH MEMBER#5 WITH 20d GUN NAILS @ 6"O.C.AT TOP AND BOTTOM 3-2x6 LAMINATED STUB COLUMN: OF BEAM. SET NAILS 2'FROM TOP FASTEN HEADER TO COLUMN TWO LAMINATES NOTCHED TO STEP 1: AND BOTTOM OF BEAM. WITH(14)20d R.S.NAILS BOTTOM OF 2x8 HEADERS (2)2x8 HEADERS(NO 1 SYP) ATTACH MEMBER#1 TO MEMBER#2 WITH 9d R.S.GUN NAILS @ 12-O.C.AT TOP ' AND BOTTOM OF BEAM. SET NAILS Z' / FROM TOP AND BOTTOM OF THE MEMBERS. (2)7/16"OSB BLOCKS u STEP 3: 6 DOUBLE 2x8 JOIST(NO 1 SYP) ATTACH MEMBER#3 TO MEMBER#4 WITH 3-2x6 LAMINATED COLUMN 1 Od R.S.GUN NAILS @ 12"O.C.AT TOP 12" m AND BOTTOM OF BEAM. SET NAILS 2" 2' N FROM TOP AND BOTTOM OF THE MEMBERS. d 0 2x8 JOISTS @ 16"O.C.(NO i SYP) � 2x6 TREATED ADDITIONAL LAMINATE EACH SIDE FOR 2" HEADER SUPPORT. FASTEN TO COLUMN WITH 20d GUN NAILS JOISTS @ STAIR OPENING DETAIL-3 06"O.C.INI I/Z'IN FROM EACH EDGE. SCALE:1 1/2'=V-9' (2) 2x10 & (2) 2x12 HEADER BEAM DETAIL (� SCALE:I"=1'-U' W 12" SCALE: C ---MEMBER#3 O Q -�—MEMBER#1 _ ---MEMBER#4 � MEMBER#2 --MEMBER#5 3" 3" 31 Z (2) MEMBER NAIL PATTERN PLAN VIEW (3) MEMBER NAIL PATTERN PLAN VIEW o SCALE:1"=1'-C' SCALE:1"=V-0" 02 12'-2 3/4" — 7' 2x8 JOISTS @ 16"O.C.(NO 1 SYP) W � x Lj" d m a O Z ° (2)2x10 HEADERS(NO 1 SYP) two O W/(111 20d R.S.NAILS. I I O 12'-2 3/4" j 3 I I I (2)2x12 HEADERS(NO 1 SYP) W/(14)20d R.S.NAILS (4)2x12 HEADERS(NO i SYP} W/(14)20d R.S.NAILS; THIS BAY ONLY /Da 2x10 JOISTS @ 16"O.C.(NO 1 SYP) SE Consft„ DRAWNBY.• MBH q� acli A& DATE.- 1/4/05 EffectivLic. # CHECKED BY:JS 9y7(01/9 DATE. 1/26/05 �I I W/(141)20d R.S.NAILS 2 HEADERS(NO l Y 06746 REVISED DATE. Wayne Davis I Scarlet DA7E.• -- 100 Scarlet Road REVISED DATE.• P1ymoaat , 1��A 02360 T i it I I (2)2x10 HEADERS(NO 1 SYP) S� W/(11)20d R.S.NAILS I 1 1AE1..LCj . ®RMICK ; I NOTE: $ CIVIL V' VERIFY HAY DROP LOCATIONS 411 a1 doraA�-� I SCALE.AS NOTED JOIST LAYOUT SHEETNO. SCALE:1/4"=V-9 S 3 OF S 7 k OFFICE. NORTON,MA 24-C 2,-U, JOB NO. 122-1770 2.69Q'6"CUPOLA T#8 RIDGE CAP - v N N • o wp 5"O.G.GUTTERS I HI-RIB STEELEWA T#21 CORNER TRIM "� O O � aT#167 TRANSITION TRIM -HI•RIB STEEL WAINSCOT Q a r� T#167 BASE TRIM X O NORTHWEST ELEVATION low- Z Z 0 Z 0 I f — _ --- LICENSE I Construction Super Effective Date 07/01/97 I'y • # g� O6 �RATE: AWIJ BY.• MBH Wayne Davis 1/4/OS 100 Scarlet ®ad ECKED BY:JS Plyrilo nth, . 02360 DATE• 1/26/OS REVISED DATE' REVISED DATE.• DATE.• SOUTHEAST ELEVATION SCALE:AS NOTED SHEET NO. S4 OF S9 OFFICE: NORTON,MA JOB NO. 122-7770 qo T#16 GABLE TRIM ram. v N 12 0, 6 m P _ P J `J Z V O ® O SOUTHWEST ELEVATION W o o a U Z C9 Z Z O K 0 LICENSE / \ COnstruction Super / Effective ®ate Lic. # 0-DRAWN8Y. MBH 07/01/97 0674�65 DATE: 1/4/05 } Wayne Davis CHECKED BY. JS 6 I 2 DATE: 1/26/05 100 Scarlet Road PlymOuth, 02360 REVISED DATE � \ ATE. Ll 1 L L-� NORTHEAST ELEVATION SCALE.•ASNOTED SHEET NO. S5 OF S9 OFFICE.• NORTON,MA JOB NO, 122-1770 RAFTER IN COLUMN SADDLE T#8 RIDGECAP Y", FF2000 HI-RIB STEEL J m \(¢ 1/2"H.D.THERMAX ®� m � i • a LAMINATED COLUMN 1/2'x5 1/2"M.BOLTS& (4)20d RS.NAILS n M RAFTER @ COLUMN DETAIL SCALE:1/7'=V-X 2x6 PURUNS @ 24"O.C.(NO 1 SYP) — 2x10/2x8 PLATED RAFTER(NO 1 SYP) \(A 17-4 1/4' b\\ DECK LOADING(CENTER): 12 TO GRADE LIVE LOAD: 80 PSF R' 6 DEAD LOAD: 10 PSF TOTAL LOAD: 90 PSF W (2)1/7k5 1/2"M.BOLTS&- l TO GRADENOTE: 3' (4)20d R.S.NAILS WIRE MESH SIDE DECK UNIFORMLY INCREASING ® - 2x6 BEVELED PURLIN FROM 10 PSF TO 50 PSF. 2x6 BEARING BLOCK DETAIL 2x4 OVERHANG L-NAILER SCALE:1 I/7'=1'-0 SOFFIT (2)7/16"OS8 BLOCKS (3)2x12 HEADERS(NO 1 SYP) Z 2x6 BEVELED FASCIA (2)2x10 HEADERS(NO 1 SYP) W/(14)20tl R.S.NAILS { 1 2 ® O W/(11)20d R.S.NAILS ADJUSTABLE JOIST HANGER O 5"O.G.GUTTERS SOFFIT/HI-RIB CAP ADJUSTABLE JOIST HANGER 3/4"T&G PLYWOOD DECKING ^' :2 T#144,146 FASCIA TRIMS o 2x8 JOISTS @ 16"O.C.(NO 1 SYP) 2x10 JOISTS @ 16"O.C.(NO 1 SYP) SADDLE CUT LINE ADJUSTABLE JOIST HANGER (BEVEL CUT 45°) — 2x10/2x8 PLATED HEADER(NO 1 SYP) HI-RIB STEEL CEILING 0 W/(15)20d R.S.NAILS � m T#11 O R4 ANGLE 2x6x12"HEADER SUPPORT BLOCKS i 2x6 TOP PLATE W/(5)20d R.S.NAILS EACH (12)ROWS 2x8 NON-TREATED T&G (2)ROWS 2x4 NAILERS z 1'I" (2)2x6 STUDS BETWEEN COLUMNS z 3-2x6 LAMINATED COLUMN 3.2x6 LAMINATED COLUMN W/ KYNAR HI-RIB STEEL ADDITIONAL 2x6x1 O'LAMINATE EACH mpwAm m 10'-0" 2x6 NOTCHED NAILER 9'-6" SIDE TO 10"BELOW GRADE 9'-4" Now Oz -- - T#167 TRANSITION TRIM KYNAR HI-RIB STEEL WAINSCOTVAMP /— 7/16"OSB PROTECTIVE LINER @ INTERMEDIATE SADDLE DETAIL SCALE:1 1/7'=V-9 2x8 TREATED SPLASHBOARD T#167 BASF TRIM 34"CUTOFF LICENSE- (2)ROWS 2x8 TREATED T&G 2x6 TREATED BASEPLATE C®nstructt p Super DRAWN BY.' MBH -- 1'-6"LONGER LOWER ®/�O I I97 & I E 1/4/05 DavisKED BY.•JS NOTE: AA�2 aw}ne1i. DATE. 1/26/OS FOOTINGS DESIGNED FOR 2,000 PSF SOIL fl Qd S��T1ek ��� BEARING PRESSURE.LOCAL CONDITIONS 4 REVISED DATE 0 I 5'-6" MAY REQUIRE MODIFICATION. Ply-tr''Outh, A 02360 REVISED DATE.• 46M BASE ANCHOR A9 t 8 3 I a E 14"THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 10"READI-MIX I / CONCRETE AROUND COLUMNS WHEN A�(- I 46M BASE ANCHOR f„ SETTING. � M'G.4/ � _ 10"THICK READI-MIX CONCRETE PAD. 36"0 � U) �iY 2 I/8" PLACE A MINIMUM OF 8"READI-MIX U 6���- CONCRETE AROUND COLUMNS WHENIE 41121 '-� SETTING. 24"0 � f)NAL 12'-1 1/2" 11'4' A RAFTER NOTCH DETAIL SIDEWALL SECTION-A SCALE:AS NOTED SCALE:1 1/7'=1'-9' SCALE:1/2"=1'-0" SHEET NO. S6 OF S9 - _ OFFICE. NORTON,MA JOB NO. 122-1770 0,4 v o 17'-4 1/4" 171-4 1/4" 12 TO GRADE 12 TO GRADE 6 6 1 15'-4" TO GRADE TO GRADE n' IvLLI - I p P d 2x6x10 3/4" 7/16"OSB SHIM SMART PANEL �` ~ O HEADER SUPPORT BLOCK Q (2)2x6 TOP BLOCKS (2)2x6 TOP BLOCKS W/(5)20d R.S.NAILS 2x10 TRACK GIRT W x PIPE SECTION m -TREATED T&G(12)ROWS 2x8.NON LL O NOTE; SMART PANEL SMART PANEL a THIS SECTION IS THE SAME AS � U SECTION"A"EXCEPT FOR THE NOTE: ITEMS AS NOTED. 9'-6" 9'4" 10 THIS SECTION IS THE SAME AS O (7)ROWS 2x8 SECTION W'EXCEPT FOR THE Z NON-TREATED T&G o ITEMS AS NOTED. 2x6 STUDS®24"O.C. co0 2x6 STUDS 0 24"O.C. (r 0E 2x6 BASEPLATE (2)ROWS 2x8 TREATED T&G UTOFF 2 2x8&2x TREATED BASEBOARDS 4 D BASEB ARD 2x6 BASEPLATE 34 C k: (1)ROW 2x8 I (2)7/16"OSB SHIMS (3)2x8 TREATED BASEBOARDS 4"CONCRETE FLOOR* �T - TREATED T&G ltl�� 4"MIN.COMPACTED GRANULAR BASE* q� 2x4 TREATED BLOCK RIPPED TO 7' Effective Date I Lge' ' 3-2x6 LAMINATED Gt§ *q)ND) j 06746 DRAWN BY.• MBH 4'-0" 4'0 DATE.' 1/4/05 W a Davis CHECKED BY.,JS 5'-6" 100& arle ad DATE: 1/26/05 Ply t 2360 REVISED DATE..' REVISED DATE• REVISED DATE.• D DATE.• t.4 36'0 Q. 3WOAIA O� O� AEL L.� 240 240 Q� MC �".K o 12'-1 1/2' 11'-6" 17-11/2" C IVIL 41121 SIDEWALL SECTION-B FEED ROOM SECTION-C � . SCALE:1/7'=V-0' SCALE:1/2"=V-0' SCALE.,AS NOTED SHEET NO. (� S 7 OF S 7 J OFFICE. r r KYNAR HI-RIB STEEL NORTON,MA 2x8 TRACK GIRT JOB NO, STALL/LOFT TROLLEY HANGERS 122-1770 (IF LOFT DOOR IS FRAMED LIKE DIAMOND'M'DOOR SHOWN BELOW,STANDARD TROLLEY HANGERS MUST BE USED) Dc6 UPRIGHT PANEL WILL LAP HEADER APPROX.3/4' I 1 APPROX. I 5'-10"PANEL I C� 2x6 BLOCK 5'-7 1/2' — TOP OF 2x4 SHOULD BE FLUSH WITH TOP OF 2x6 I 5'-8 1/4" INSTALL GUIDE RAIL ONLY AT I DOOR OPENING,NOT BEYOND. I LAG 30B GUIDE RAIL BRACKETS WITH 5/16"x2-1/2"PLATED 1 LAGS(35B BACK-UP PLATES W &BOLTS CANNOT BE USED DUE TO 2)(6 PLATE). INSTALL END - a . CHANNEL WITH ROLLER ON APPROX. OPPOSITE SIDE OF PANEL THAN 5/16 �— STANDARD SINCE GUIDE RAIL 2x6 BLOCK IS ONLY INSTALLED THROUGH J DOOR OPENING. 2x10 JOIST (3)2x6 UPRIGHTS Z _ OI O T#71 TRACK COVER 51 M TRACK �I 3x4 TRACK BOARD— LU �L x 1 1/2'7Q"BLOCK&T#74 / I 9'R �, 2XIO TRACK GIRT TO GRADE O T#23 JAMB TRIM a 3-2x6 JAMB COLUMN 2x3 JAMB(BEYOND: BEYOND z BOTTOM 2'TREATED) D.E.D. / LOFT DOOR SECTION-D SCALE:1"=V-9' z O STAIR CRITERIA f 0 UPPER LEVEL (10)RISERS @ 7 7/8"EACH=6'-6 3/4"RISE (5)2x12 HEADERS;THIS BAY ONLY TREADS @ 9"EACH=6'-9 HANDRAIL RUN O LOWER LEVEL L - (5)RISERS:(4)@ 7 7/9";(1)@ 7 3/4"=3'-3 1 IN'RISE ®� (4)TREADS @ 9"EACH=3'-0"RUN �i 7 7/8" 1x10 RISERS RIPPED TO FIT ADJ.JOIST HANGER LICENSE Construction Super DRAWNBY.• MBH Effective Date D 1/4/05 _ (3)2x12 STRINGERS 07/0 1/9 7 JS 2x4 TRTD(NO.1 SYP) Wayne 1/26/05 KICKER 9'-10 C�tlayne Davis ,y REVISED DATE.' r 3/4"T&G PLYWOOD DECKING TOP OF FLOOR I 100 Scarlet Ro 6d REVISED DATE.' 2x8 JOISTS @ 16"O.C. TO TOP OF DECKING ADJ.JO Plymouth,MA 0 3 7 7/8" 2xB JOISTS @ 16"O.C. 9'.Ul 2x12 TREADS TOP OF FLOOR TO BOTTOM OF JOIST 3'-3 1/4" 2x4 STUDWALL @ 16"O.C. iCHAEL�• W 3'-3 1/4" TOP OF FLOOR CORMICK I TO TOP OF LANDING TOP OF FLOOR Q w TO TOP OF LANDING C 1VtL (3)2x12 STRINGERS 2x4 TRTD.BOTTOM PLATE No. 41121 (NO 1 SYP) -r FAST.TO CONC.W/ 7 3/4 1/4"x2 3/4"TAPCONS 2x4 TRTD KICKER LOWER LEVEL UPPER LEVEL L-SHAPED STAIR SECTION-E SCALE.,AS NOTED SHEE!NO. A SCALE:1/2 =1'1Y' S8 OF S 7 / OFRCE: KYNAR HI-RIB STEEL NORTON,MA 2x8 TRACK GIRT JOB NO. STALL/LOFT TROLLEY HANGERS 122-1770 (IF 15 FRAMED LIKE DIAMOD'MRDO RSHOWN BELOW,STANDARD TROLLEY HANGERS MUST BE USED) 2x6 UPRIGHT PANEL WILL LAP HEADER APPROX.3/4' I so APPROX.5/16" - I NA W PANEL I • oa 2x6 BLOCK V 1 5'-7 1/7' i I � TOP OF 2x4 SHOULD BE FLUSH WITH TOP OF 2x6----- INSTALL GUIDE RAIL ONLY AT I 5-8 1/4" ILA DOOR OPENING.NOT BEYOND. LAG 30B GUIDE RAIL BRACKETS WITH 5/16'SQ-I/7'PLATED LAGS(358 BACK-UP PLATES W &BOLTS CANNOT BE USED DUE TO 2(6 PLATE). INSTALL END APPROX. i CHANNEL WITH ROLLER ON OPPOSITE SIDE OF PANEL THAN 5/16 T__ O ® 2 STANDARD SINCE GUIDE RAIL 2x6 BLOCK IS ONLY INSTALLED THROUGH ,o DOOR OPENING. 2x10 JOIST S d _ (3)2x6 UPRIGHTS 2!2 0 tJ �I O T#71 TRACK COVER 51 M TRACK O a 3x4 TRACK BOARD I i rai x 1 1/25Q"BLOCK&T#74 9'-4" �i m 2x10 TRACK GIRT TO GRADE ® O a T#23 JAMB TRIM 3-2x6 JAMB COLUMN 2x3 JAMB(BEYOND; BEYOND z BOTTOM 2'TREATED) - D.E.D. / LOFT DOOR SECTION-D o SCALE:V=V-9' ® z STAIR CRITERIA 2 ZIP UPPER LEVEL (10)RISERS @ 7 7/8"EACH=6'-6 3/4"RISE (5)2x12 HEADERS;THIS BAY ONLY (9)TREADS @ 9"EACH=6'-9"RUN LOWER LEVEL HANDRAIL - % (5)RISERS:(4)@ 7 7/8";(1)@ 7 3/4"=3'-3 1/4"RISE E (4)TREADS @ 9"EACH=3'-a'RUN 7 7M, LICENSE ,� 1x10 RISERS RIPPED TO FIT N ADJ.JOIST HANGER Construction Super 9" Effective Date Lic. 4. 07/0 1/97 DR4&1ABH DATE.• 1/4/05 (3)2x12 STRINGERS Wayne Dav s CHECKED BY.'JS 9 t� 77/9' 2x4TRTD(NO.1 SYP) flux Scarlet a VA 1/26/05 KICKER 9'-10" �DlFlmouth A 2 EDDATE' ?�> DER 3/4"T&G PLYWOOD DECKING TO TOP OF TOP OF DOCKING I 9 REVISED DATE.' ADJ.JOIST HANGER 2x8 JOISTS @ 16"O.C. REVISED DATE.• / 7 7/8" 2x8 JOISTS @ 16"O.C. q 011 2x12 TREADS TOP OF FLOOR TO BOTTOM OF JOIST 3'-3 1/4" 3'-3 1/4" 2x4STUDWALL@16"O.C• ! � ICI-IAELL. t TOP OF FLOOR TO TOP OF LANDING TOP OF FLOOR CORMICK '4 TO TOP OF LANDING (3)2xI2STRINGERS CIVIL (NO.1 SYP) 2x4 TRTD.BOTTOM PLATE 140. 41121 FAST.TO CONC.W/ 7 3/4" 1/45Q 3/4"TAPCONS 4Y 2x4TRTD OJ911i `_ KICKER LOWER LEVEL UPPER LEVEL L-SHAPED STAIR SECTION-E =SCALE.*AS . SCALE:1/2"=1'-0" S 9 A N Apprommate Grads L) C � � I Wood Stave Pipe L lG f Fiberglass Roof Shingles/ � CO po� Aluminum Gutter m Ll 2nd Floor Aluminum Gutter Proposed Fiberglass Roof a/\�'��\ Slunglee FRONT ELEVATION Scale: 1/8"=1'--0" a ADprommate Grade O •� Mood Stove Pipe Fiberglass Roof Slunglea/ Aluminum Gutter LL C LLt ✓ W.C. Shmglea/ If LU 9 -" 2nd Floor as -- c �(A 0 -� L ® Proposed ® ® o p o s gle 200TW2442 TW2492 42 TW2442 REAR EL- EVATION005 /W.C. Shingles Scale: 1/8"=1'-0" Apprommate Grade rLjj A I Sheet 01 of 09 Mosser 04-906 oDecko 48'-0" OD c� N 77 .. .. I � � I I Q A.B. 6'o.c. i g dbls corners. I'-O"x8" thk. poured concrete wall on 16"x8" 0 TOW EL= 50'-0" thk. poured concrete ftg. I. TOW EL= 50 -O Wall HT= 1'-0" Wall HT= '1'-0' Top of FTG= 43'-0" Top of FTG= 43'-0" I I I I -8 8' yq„ y2 0 II'_2" 12'-0" ll'-lO „ ' I 'T I I I I I I I I I 2'-4"X2'-4"X12" thk Top of Footing EL= 45'-10� poured concrete 1 I column ftg. O i i I I i 1 3 1/2" (0 lallg columns I I I I I I I I 1 I I I - � ---- ---- -- -- Slab EL=46'-6„ I ---- I I -0 2 _4, I I I I I I 1 O � � I I Drop TOW 4'-6" & run Note: Top of wall thickened slab over. EL=50 O assumed 4"thk. poured concrete benchmark. I I I I p Approximate location of - slab on compacted fill. toilet waste above Contractor to set pipe thru wall as indicated on I I TOW EL= 50'-0" Drop TOW 20" t run septic design & site plan. Wall HT= 1'-0" thickened slab over. Top of FTG= 43'-0" I I A.B.96'o.C. I i dblM corners. I I I 1 I I U- I I O I I QC I I I I �- ---------I i I I G -------------------- ------- ------- ------------- ------------------ ---------------- -------------- ------------------- --------------- - c I'-O"x8" hk. poured w concrete all on I6"x8" thk. poure concrete ftg. 120 O" 12'-0" Proposed FOUNDATION PLAN TOW EL= 4-'-2 Wall HT= 4'-2" Top of. FTG= 43'-0" ,� Scale:l/4"= �-1 0 481- O1, A4 Sheet 06 of II - Mosser 04-905 • 48'-O" � r� 10'-2" 10'-1" 10'-11, l0'-7" CO C-4 A - o � 01�d CO � v �—L"Let in" diagmal "Let in" diaginal l�1 _I bracing 9 corners O O O bracing corners. s � n M� qbetw rde I HR fire seper ionen garage & dwellin '-6y „ z a- (3) I /4xll 7/8 GARAGE --- ---------- s Glu L m 3100 ps �✓ con -------------- ( ) 13/4xll '1/8 (3) 1 3/4AI 'I/ 4 6 co umn con _________' Glu Lam 3100 psi lu Lam 3100 p i p -- - - -- -- e -- -- -- o- - -- -- 0 36 io 36'X__ -_ I HR -------- - -- ------- --- ------ i i r--- ------ -- -- r- ---� r-- - uP 4" thk poure 3'- conc. sLI lab. i i i i i i U 03 2- 1 3/4xll 1/8 Glu Lam 3100 psi hebder hang joist this side Let m" diagmal I � bracing s' corners. ° R o- 2x6 Stud wall on Q4 Dec concrete pier t wall. Prop s e d 8'-4" 121_0„ 12,-0" 41-001 • FIRST FLOOR PLAN 48,-0„ • Scale:114"=1'-0" sheer of or o9 Mosser 04-905 48'-0" ;t A A6 IT-010'_3yz,� 16'-5" 9,_3y2„ N . � stacked _ ------ --------I W v w/d 5' . 2 O 4 —,yz m 2 — 2 —,y,S 2 —° QA N Kit- o 12" Bf. �- �- Master , OD cat Dinin o closet Bedroom cubbg 4 f. island O ' d e of i 36 IE dge of i level ceiling d- �e We ceiling 5 36„ provide pet doorref. linen 2'_ yz closet � —Q2#1 2'—`" 22'-2„ .� b 18" d °D 48 collar tl�s r ang rom ridge S i p (see section) 30" cn o Down O OD 1 + 5 5'-10" 2'—,yz,� ,'-10" p ' V) wo N S.D. Is C s ov Cy N Note: wood st ove 30" °° - to be installed as per 'N 48" varn y oD manufacturer's recomondations. S M linen - 30" closet i tr - Living Area Ct Office/Bedroom re')el cellg 18 linen 28" I'-5 y," o close _ - T.V. �Ic b. � 5' tub i O A `" M OA OA ® � OA �- N o cc 2'-0" 5'-0" 6'-10" 6'-10" 6'-9" 6'-9" 6'-10" 5'—O" 2'-0 Proposed SECOND FLOOR PLANA6 Scale:114"=1'-0" Sheet 08 .of II . Mosser 04-905 i�'-o• W-o• i v 12'-0• U W c� �•� �j _ m e0 to Down "I44 2IR j1 V GpD == Ixi Y docking ry o � • M A p • b 3- 1d0 Prdn bOm N b Kit. Master / d b 12 x6 n Proposed Bedroom �_I op of wall EL= 50'-0" DECK PLAN Top of garage door wall Down Scale:118"=1'-0" • �' 1'-6"x8" thk poured concrete wall - I �f" concrete slab ` Top of dropped wall EL= 4-I'-2" . �--� Top of slab EL='7- =1�II-1T_I1=ICI-� N 'II=IIII-111i=IIII=III — O -JLI=IIII=III-III F— Bottom of door masonarg opening. ►+'-a• 7,F1 I I I-I I1 1110111 -1IIEIIIONI11 1111 HINIII e• de•a..eaion•nn.e �4 —IIII=IIII ! POW"tube*on 'I.IIIIE—III BIG Po footVS& -I �111=IIII tk �II�IIIIIIII —III Top of Ftg EL= 43'-0" CID -------------------------------------------------------------------------------------------------------------------------------------------------- U- ------------------------------------------------------------------------------------------------------------------------------------------ typical § FOUNDATION DETAIL Scale: 112"=1'-0" CO i Proposed FOOTING DECK PLAN Scale:1/8"=1'-0" A6a .. Sheet i of II Mosser 04-905. c CO 23 2 �Ny- \ ,° °, 3 LO 0.0 ° $9 b , �„ +/— 12" 12"f 9,,9ri�u(etion `° 6'0 0 12 14" +/— See DetailrrArr [—� Cr) L �n °° `°\ U ° 2x 611611o.c. -- _ a 1212 6x6 post Insul. - 2x,46116"ox. Ill `o ° all OD Living Q \ I 1/2"Cdx Ply. °D \° o0 OOM ° 3/4" b floor See D tail"B" IF glued an nailed 2' 3 2x1O wolminized 516"o.c. 2AO516"o.c. T 1 e . KdbII 4 Mahogany 10"f.g. Insulation 38 1 3/�4"xll /8" arage "xll 1/8" Glu Lam 310 psi3100 psi00 I O_ 5 1/2" f.g. insul.- O i 2x6816"o.c. i 13'—O" _) I 1/2"Cdx Ply. N lally column EL= 50'-0" Q 2x4 Frame or o i wolmanized shoes. U EL= 46'-6" Ct m < C6 -1' 0"x8" thk poure conc. wall 4"thk. poured concrete on 8"th .x16" wide slab on compacted fill: 48" min. CO EL=43'—O° footing. O N o a 28"x28"xl2" thk. 1'-4"x8" poured .� column ftg. concrete footing e "Big Foot" footing (t IcaU TYPical yp �.� , A A3 Frame Section "A" Scale: 1/4"=P-0" A7 Sheet 10 of II Mosser 04-9 05 J Cl) CO `rV U 10 ch Co ee U \ 2x4 a 16" o.c. 2x8516"o.c. N F.G. Shingles 12" F.G. Shingles 12" 2x8616"o.c. lift 4„+/— 3/8" vent strip vent strip Drip edge 2 Aluminum Gutter 2" Aluminum Gutter 8" 2x1Osl6"o.c. 2" cont. 0 2x8 screened 24,F� Cont. vent strip screened 8" vent strip 2x4 16" o.c. Ix8 freeze 2x6 5 16" o.c. typical �� r� typical o TRIM DETAIL!'A" TRIM DETAIUB" LL R3 Q Scale: 1"=1'-0" o � Scale: 1"=1'-0" o ° o 2005 A8 ` Sheet II of II. Mosser 0,4-905 F LM \ S W QQZ Q �- LOC', S i 3 C M W ro A PROPOSED 78 Ar N 89'32'43" E 1033.47' SEPTIC SYSTEM "A" JI ■ X X X X X M X X LOCUS MAP r---- I NOT TO SCALE FZ `.....�..�;: I nj En w o 64 o 180' I A C `' TOTAL' I PROPOSED GAT R ^o w _ , (3.76f k .) �� TOTAL FLOW = 330 GPD PROPOSED " ROPOSED- co 0 HOUSE io AIL & POST R cv OUTDOOR ARENA - FFE=79.5 N R FENCE ,�� - - -- -- -- - - - - - - - - - - - - -- � - - - - - - - - - -- - - -- 67- - - - - - -- -- -� - - - - - - --- -- - - - - - - - - - - x`77.0 x =36.11 29s'- - _ ^b =25.00 ypp c �o �9 c X X X X X 1� w 0 991.12' S36'32'43"W � rn PROPOSED 2" WATER SERWCE =42.43' N n N CAM M ETT (40' WIDE) WAY PROPOSED " " 76. (TWO INDII9DWAL WATER SERWCES) R 25.0 rn co SEPTIC SYSTEM B '� 979.69' S36'32'43"W 60 879.38' �� X X j - 100.31 / Wnee,, PROPOSED PAVED DRIIVEWAY w\ N89'32'43"E X X X X X X 24.6974. ' kw + y_4 R X + G _ - 475' - - - -- �� 66 M r Q _ ._..- ----- - -- - - -- - - - - - - - - -- - - -- - - 72 pSF-�F,P Jam° 9 R PRGI�OSEO PARK/NG ,�� k ``g �Q' PROPOSED ED ;° QUO P LL 9 SPACES, /NCLL/D/NG ONE R 6 N cn HAND/CAPPED SPACE 58 W 6 6 FE=73.8 Q P F,�c� ... p. .. sr p 6�, PROPOSED GA TE SAL VE O N / Al . . .. . (TYP/CAL OF 2) O r`i '} - PROPOSED GAIF Mct 0 �% 00/ PROPOSED 6 PROPOSED WET TAP BY TOWN PROPOSED SOLID GRAWL AREA h TOTAL CATCH BAS LOT 89IN .` R �2 "' (3.29± Ac.) RIM=73.0 TOTAL FLOW = 220 GPD ROW OF STAKED INV(out)=69.0 SILTFENCE HAYBALES AND 7O FS'5 4 L.F. ADS-N12 I `° t. ,;• ;/ 56 PROPOSED SOLD �o �p 68 - CATCH BASIN X -X X X / 66 = .02 �x N ^ RIM=57.0 64 o INV(out)=53.0 J, 125.00' PROPOSED• co S36'32'43"11V 887.43 PROPOSED 6'x6' LEACHING RAIL & POST `° co LIMIT OF WORK/SILT FENCE PIT WITH 4' OF STONE ALL FENCE �� CO \ AROUND WITH MANHOLE 28 L.F. 40S-N12 1 COVER TO GRADE. S = .02 ^� �w 10 rn o INV(in)=68.72 , Bottom=62.72 PROPOSE) 6 x6 LEACHING PIT WITH 5' OF STONE ALL N AROUND WITH MANHOLE COVER Tci GRADE. �0 INV(in)=52.44 Bottom=6.44 0 > PROPOSED 78� N 89.3243' E 103&47' SEPTIC SYSM'A' NOTICE ---------------- -- - �� t1 Unless and until such time as the original (red) stamp of the r----� responsible Professional Engineer, or Professional Land Surveyor appears on this plan: (A) no person or persons, including any municipal or other ARVO D WE public officials, may rely upon the information contained herein; and TOTAL I j (B) this plan remains the property of Holmes & McGrath, Inc. (3.76t Ac.) ❑ TOTAL FLAW - 330 CPO , PHMMISE 1 ' 1 ' --- --- ---- - ---- ----- --------- ARMOUTDOOR�--- ------ - a ---- / --------------------- --- �°0 ------- -- ----- s - -.- -Ar.- ---- 3/18/05 ADD 80 SCALE INSERT SGL ' �• 991.12• � REVISE pRly�yyAY PpARKIN LAYOUT, 603.64 s_W__1& P r WAW?.SIOPM 41 N 3/10/05 ADD TEST �IT LOCA�ONS LAC TMS END OF ^� CAMMETT c40'M,DE) WAY PROPOSED #"WD v. NNW? so►m= 1°' 9 1965 -- ^" 979.69� �'� ''�' _ ____ _ __ DATE DESCRIPTION Drawn hecked FF LAYOUT 0 PROPOSED PAVED I OR IVEMIAY 1 -------- - - =- L�, R E V I S I O N S NUr11'" i - LAYOUT NOTES: - ----------- --- ------- I PRDPO�D N s , - � owaffawMwaw s � SITE PLAN 1. ASSESSORS NUMBERS: 100-52 THRU 66 = I t j PREPARED FOR 2. ZONING: RF LOT as � TOTAL ( �0P0� SOLD >z �°+�'� 9 ^� (3.29t Ac.) � 7 EUStN a 3. FLOOD HAZARD ZONE: C ^ "y a _ TOTAL FIAW - 220 GPD I � � �. ,� �: ` - ` � LAU R EN M OSSER 4. OVERLAY DISTRICT: GP L- ---- „0 ^ry -- � N � IN 4. TOTAL AREA: 7.98f ACRES 12.0& S3d•32'43'W �7,43' PROPOSED • 5. NUMBER OF LOTS: 2 �/�///UWTPROPOSEDOM" TO OF WDRI(/SILT FENCE PIT NTH 4• S,DNE ALL ,� �� ; N B A R N S TA B L E, M A 6. PARCEL IS LOCATED IN A ZONE 2. \ \ 1 1 1 aRADE 7. TOPOGRAPHY COMPILED FROM TOWN OF BARNSTABLE � » > a� 'or �s �� SCALE: 1" = 40' DATE: JAN. 14, 2005 GEOGRAPHICAL INFORMATION SYSTEMS MAP 2000 INSERT 1 = 80 GRAPHIC SCALE � t�icN� a � ` „ _ z T holmes and me rath, Inc. irl�"'�; . SCALE 1 - 100 n h1CURA , ��BCr�A 40 20 0 4.0 120 +� rao afi13TI civil engineers and Ian surveyors B. F 4 8. DATUM ELEVATIONS BASED ON NGVD29 362 gifford street 508 548-3564(PHONE) = � 9. PROPERTY LINES WERE COMPILED FROM LAND COURT DATED OCTOBER 1961 "?� �� � _ � _ �`� falmouth, ma. 02540 508 548-9672 (FAX) 2. PLAN 29500C SHEET 1, D IN FEET ) _ SCALE 1" = 160' 1 inch = 40 rt. ?IleDRAWN: LAC CHECKED: Wr` s M\MOSER\204348\204348WSC.DWC JOB NO: 204348 DWG. NO'.: 85-1 -1 1 SHEET 1 OF 2 J Finish grade above and adjacent to system shall slope away at a min. of 2X DESIGN CRITERIA '$A$$ DEEP OBSERVATION HOLE LOG NO. 1 (P0101901 ) 4" diom. cast iron or Schedule 40 PVC pipe (tight joints). SOIL SOIL TEXTURE SOIL COLOR SOIL OTHER 8b0 . � � � Number of bedrooms 3 Equivalent to 110 gal.'s/day 20' min. distance (building to edge of leaching system) Garbage disposal unit: NO DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING STONES, 10' min. distance Leaching area - capacity required: 330 gal.'s/day 0" 77 Of cCONSISTENCY,, xc �va 2 Removable covers shall Side area proposed: 92 sq. ft. be set to within 6" of Bottom area proposed: 425 sq. ft. 0"-6" 76.5 O/A SANDY LOAM Access Holes in Tank to Pro Proposed D-box with Total area proposed: 517 s ft. First Floor be 20" in Diameter (Typ.) p p P �' 6"-46" 73.2 B SANDY LOAM 10 YR 5/8 ROOTS OF Firs. Fl 79.5 access_ manhole within Proposed leaching capacity: 383 gal. s/day 80.0 6" of finished grade Water supply: TOWN 46"-95" 69.1 C1 COARSE SAND 7.5 YR 5/6 NONE 30% GRAVEL Precast concrete units: H-20 loading design 95"-127" 66.4 C2 MEDIUM SAND 10 YR 6/4 NONE EXISTING GROUND SURFACE EXISTING GROUNC SURFACE GROUNDWATER TABLE 0 ELEV.=40 NO REDOX iii " ; w 2" layer of �" to �" DESIGN CRITERIA �- 2 CLEAN- BACKFLL x washed stone 15 L.F. 4 PVC s=0.02 4" PVC Pie 5L.F. level 4" PVC Pie 19 L.F. s=0.01 ` Li uJd Level____ 9'5.0 __-_�_- Inv, elev.= 74.1t Number of bedrooms 2 Equivalent to 110 gal.'s/day DEEP OBSERVATION HOLE LOG N0. 2 (P#10,901 ) Garbage disposal unit: NO *Proposed O h ap QO Elev.= 72.8t Leaching area - capacity recquired: 220 gal.'s/day OTHER House 21 ^ "� 6" layer of N N ,.-.-4 Side area proposed:osed: 69 s ft. SOIL SOIL TEXTURE SOIL COLOR SOIL (s OTHER *Foundation ►� 1,500 gallon Septic Tank ^ crushed I M� p p qi' DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING sTN� Desl n II ^ ^ compacted ^ of in to 1� Bottom area proposed: 290 sq. ft. CONSISTENCY, %GRAVEL B Others q II stone II II washed stone all Total area proposed: 359 s ft. Y ' II around .infiltrator p p q' �" 77.0t 70.0 °i ' Proposed leaching capacity: :266 gal. s/day " " H-20 Water suPP Iy TOWN 0 -6 76.5 O/A SANDY LOAM STRIPOU'T NOTE: Precast concrete units: H-2(0 loading design " " DEPTH of C 6 -43 73.4 B SANDY LOAM 10 YR 5/8 ROOTS IZ THE CONTRACTOR SHALL EXCAVATE 5 FT. ALL AROUND THE LEACHING FACILITY AIND DOWN TO THE SAND Bottom of test holes #1 & #2 43"-93" 69.3 C1 COARSE SAND 7.5 YR 5/6 NONE 30% GRAVEL 6' LAYER OF CRUSHED „ „ LAYER (Cl) (46"t), REMOVE AND DISPOSE ALL El. 66.2t j COMPACTED STAVE SEPTIC PROFILE A UNSUITABLE MATERIAL AIND REPLACE WITH CLEAN SOIL TEST 93"-130" 66.2 C2 MEDIUM SAND 10 YR 6/4 NONE . GRANULAR SAND CONFORMING WITH. THE �,. 85.0 . . . . . . . . _ . . SCALE: 1/4" = 1' SPECIFICATIONS SET FORTIH IN 310 CMR 15.255 (3). Date of soil test: 2/11/0)5 GROUNDWATER TABLE 0 ELEV.=40 , NO REDOX Test taken by: R. LIZARD)I-RIVERA 15' 5' VAR/ES Leaching S �, Results witnessed by: D. DESMARAIS Foundation Septic Tank D-Box g em I Percolation rate: <2 MIN.//IN. Ground water 0 ELEV. 4(0 No. P#10,901 DEEP OBSERVATION HOLE LOG NO. 3 (P#10,924) No. P#10,924 OTHER Finish grade above and adjacent to system shall slope away at a min. of 2. SOIL SOIL TEXTURE SOIL COLOR SOIL (NES. BOIJES, DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING s>•oNEs, �U)m 4" diom. cast iron or Schedule 40 PVC pipe (tight pints). GENERAL NI 0 TE S 0" 74.5t CONSISTENCY, x ",� 20' min. distance (building to edge of leaching system) 1 ) No change to this system shall be made unless 0"-6" 74.0 0/A SANDY LOAM 10' min. distance approved in writing by holrmes and mcgrath, inc. 6"-45" 70.8 B SANDY LOAM 10 YR 5/8 ROOTS of . . . . . 2 Removable .covers. shall . . . . . . . . . . . . . . . . . 80.0 be set to within 6" of 2 Subject to inspection during construction b the ) � P 9 Y 45"-93" 66.8 C1 COARSE SAND 7.5 YR 5/6 NONE 30% GRAVEL Access Holes in Tank to Proposed D-box with Board of Health and holmes and mcgrath inc. be 20" in Diameter (Typ.) access manhole within 3) Heavy construction equipmEent Shall not travel 93"-120" 64.5 C2 MEDIUM SAND 10 YR 6/4 NONE 6" of finished grade over disposal system durinlg or after construction. GROUNDWATER TABLE 0 ELEV.=40 , NO REDOX . . 4) Disposal system to be constructed in accordance qbo Slab with Title 5 of the State Environmental Code. Elev. = 73.8 SURFACE PROPOSEDGROUND SURFACE PROPOSED GROU 5) A copy of these plans must be kept on the site DEEP OBSERVATION HOLE LOG NO. 4 (P#10,924) �� .•�i. ; 2" layer of i" to . �'12 L.F. 4" PVC _ 2' CLEAN BACKFILL X °1 washed stone during the time Of construction. - 4" PVC Pie 12 L.F. s=0.01 level ( 4" PVC Pie 20 L.F. s=0.01 6) A copy of these plans must be furnished to the OTHER Llquld Level____ Inv.etev.= 71.01 t SOIL SOIL TEXTURE SOIL COLOR SOIL (sTRUCTUREs, Contractor constructing the disposal system. DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING STONE o . Erev.= ss:7t 7) Before backfilling, the contractor shall notify c�NssTENCY, xcRwa �. Ott 75.Of ^ °D 6" layer of N N r-� -� holmes and mcgrath, inc., and the Board of Health �'0.0 2 ye "'Proposed 1,500 gallon Septic Tank ^ "� crushed �" +rr In SFwCi. +i ?.�,�St 'r"" ~C' ^Orly}rUCted. 0"-6" 74.5 O/A SANDY LOAM Barn h I compacted ^ � of to 1 *Foundation II stone washed stone all " " II II II +' ! - II around infiltrator 8) I i' the contractor cnC:ounr r;,. ., ..6 .y vari*otion between 6 -45 71.3 a SANDY LOAM 10 YR 5 0 DEPTH OF Design h the existing conditions sho>wn on the plan and the ROOTS B Others 45 -94 67.2 C1 COARSE SAND 7.5 YR 5 6 NONE 30� GRAVEL c , H-2�0 , , STRIiPOUT NOTE: conditions encountered on the site, or any soil / 86.0 ' . . . . . . . c THE CONTRACTOR SHALL EXCAVATE 5 FT. ALL AROUN Bottom of test holes 3 & condition different than shiown On the soil log, or 94"-130" 65.0 C2 MEDIUM SAND 10 YR 6/4 NONE \ THE LEACHING FACILIiTY AND DOWN TO THE SAND El. - 64.5t any adverse soil, the contrractor shall immediately GROUNDWATER TABLE 0 ELEV.=40 NO REDOX 6' LAYER OF CRUSHED LAYER (Cl) (45"t), REMOVE AND DISPOSE ALL COMPACTED STONE ,>Q» UNSUITABLE MATERIAL AND REPLACE WITH CLEAN contact holmes and mcgraath, Inc. Holmes and SEPTIC PROFILE U GRANULAR SAND CONFORMINGWITH THE mcgrath, Inc. will examine the soil condition SPECIFICATIONS SET FORTH IN 310 CMR 15.255 (3) SCALE: 1 /4" = 1' and report to the owner ainy suggested revisions. 80.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12' 12' VAR/ES Foundation Septic Tonk D-Box Leaching S}item I -- - - --1 (5) HIGH CAPACITY INSTALL POLYLOK FLOW EQUALIZERS I INFIL TRA TORS WITH 4' OF STRIPOUT NOTE: ON ALL OUTLET PIPES RSERVE AREA STONE ALL AROUND THE CONTRACTOR SHALL I RESERVE AREA 16.5"--- CONCRETE COVER EXCA VA TE 5 FT. ALL AROUND ALL OUTLET PIPES FROM THE DISTRIBUTION BOX SHALL BE STRIIPOUT NOTE' THE LEACHING FACILITY AND DOWN 5 - 5" OUTLET " ''>' (fIIIf-�.•�f�--�-�- THE CONTRACTOR SHALL EXCAVATE 5 FT. ALL AROUND THE LEACH/NG R5"f SET LEVEL FOR AT LEAST 2 FT. KNOCKOUTS TO THE SAND LA YE (Cl)( ) ( ), .39 3' TP FACILITY AND DOWN TO THE S�4N0 LAYER (C1) (46"�), REMOVE AND REMOVE AND DISPOSE ALLA II DISPOSE ALL UNSUITABLE M,IATER/AL AND REPLACE WITH CLEAN UNSUI TABLE MA TERIAL AND 26.8' OUTLET 1 INLET o O GRANULAR SAND CONFORMING WVI TH THE SPECIFICA 170NS SET FORTH IN REPLACE WITH CLEAN GRANULAR SAND CONFORMING WITH THE I �o ( 1 15.5» 19.5" N #1 I 310 C/MR 15.255 (,3). NOTICE SPECIFICA 170NS SET FORTH IN O o I g" 11.25" N N / Unless and until such time as the original (red) stamp of the ,310 CUR 15.255 .3 . 3 N I . \\ , 11' -0" responsible Professional Engineer, or Professional Land Surveyor # : . appears on this plan: (A) no person or persons, including any municipal or other -•---- 20" 3-20 Diameter Access Holces t public officials, may rely upon the information contaiined herein; and 17e ALL ACCESS MANHOLE COVERS FOR #2 N SEPTIC TANK, DISTRIBUTION BOX, (8) this plan remains the property of Holmes & McGrath, Inc. 1,500 PLAN SECTION CROSS-SECTION s AND LEACHING STRUCTURE SET MORE 12' 5' INLET OUTLET THAN 6" BELOW rj TOH IT GRADE, SHALL BE �.,��� To WITHIN s" of 3-10-05 ADD SOIL LOGS, REVISE STRIPOUT NOTES L,qC SEPnC 5 HOLE DISTRIBUTION BOX o-HBOX 1500 �-- �`�- FINISHED GRADE. DATE DESCRIPTION Drawn Checked TANK 5-HOLE D-BOX (3) HIGH CAPACITY o O SEP77C 01h ` a R E V I S 1 O N S 2 l NFISTONEOALL AROUND SCALE: 1 = 1STEEL REINFORCED PRECAST COINCRETE TANK � � o�R��`S�OVER SEWAGE DISPOSAL CONSTRUCTION DETAILS o INLET HOLE PLAN VIEW _ 6" TAPRECAST KAS CONCRETE REMOVABLE COVERS SITE PLAN I , I 6" PREPARED FOR INLET 8. 3 In. clearance ryul N ° T. LA U R E N M O S S E R 2" min. Inlet to outlet 8" In. OUTLET 16" 10"min. Liquid level IN PROPOSED BARN 6' -0" ° ,- " 14" MIN. 4'-0" min. W-0" 4 0 min. BARNSTABLE, MA Liauid depth TUF-TITS Liquid depth GAS BAFFLE PROPOSED » SCALE: AS SHOWN DATE: JAN. 14, 2005 " HOUSE o 34" I 6 -3 _ 6 s - 2" holmes and me rath inc. '�` �� �L' ,l:._ H-20 LOADING CROSS-SECTION) cM-�o END-SECTION civil engineers and Ian surveyors l S MCGFATH P 11 Y T M I ��,, sF C S S E B DETAIL 362 gifford street R08 08 548-3564(PHONE) = 1 TYPICAL I A F T p T TAI TYPICAL 15000 GALLON SEPTIC TANK falmouth, ma. 02540 548-9672(FLAX) SCALE: , 0 T C L HIGH C PACITY SE IC SYS EM „ _ 1, - SCALE: 1/4" = 1' .,F SCALE: 1 - SCAI I=: 1" _ 10' DRAWN: LAC CHECKED: M\M0SSER\204348\204348WSC.DWG JOB NO: 204348 DWG. NO.: 85-1 -1 SHEET 2 of 2 I,II II i �• F I I aW : o: m LOCUS I, C M E I, AY N/F N/F DALE & SHERRIE LAND N/F N/F' N/F N/F N/F N/F NATALIE M. COLEMAN KATHLEEN A. DUNCAN sTEPHEN A. cAPuro MOIRA A. FAY TROY & LAURA WOOD ANT �& DEBORAH POLSE L N/F MICHAEL J. HALLORA LOCUS MAP 78 NOT TO SCALE KAUKO G. & MARY HAVANKA . �I 1033.47' N 89'32'43" E 306.47 727.00' APPROXIMATE LOCATION I TOTAL of EXISTING 5.82f Ac. SEPTIC SYSTEM • C ) c v, ; TOTAL FLOW 5i50 GPD 0� N 5 w rn TOTAL �� ,���o /•�� r �g N/F z 2.16E Ac. co G°�� "' y¢► I 0 4 DENTSE M. PI NA O N G CA w m v II L'v Q ❑ " S 53 2717 Eco N 36'32'43E coct* CO �` 5�\��G ` •/ s 1 5.00 40.00'0JS31 2 L=47.36 DRAINAGE R=30.15 EAS M NT 01,166E S.F. iv 6N100.30 � `\O '32'43 W ND/NG REC/S/ON C W ZN EXISTING TINGOUTD00RARENAAREA � D w (ACAMMETT WAY oV 1 Off'G V D� —1� rnN 40 WIDE IU-POLE ;E! o # 571 11 PEND/NGRE C/S/ON 3-11 <QC' II 125.00 _, 10 I - - - - - - - - - - — �� IC v� I BENCHMARK: EXISTING'POST —RAIL FENCE ..PROPOSED POST. & RAIL FENCE- I c� i 1 O 1 TOP OF SPINDLE, HYDRANT 1939 I .UTILITY � � � (A EASEMENT PROPOSED 1 Z I ELEV. = 77.43 f SEPTIC SYSTEM EXISTING I I / w w 68 S.F. 1 "' 1 t� `O Qc� rn R GAVE I SHEET 2 OF �(SEE S E 2 o E o ARKIN DETAILS) N o RE i i • N J o s 2 a i I N Tco Z TP ; 4 1 CA M 1 W W — ATER METER PIT �� APP OX MA O I 1 PROPOSED 1VATE , -4 EXISTING L C\TION OF 0 3o G . , . 58 I � I I I , m BARN o - EXISTING BITUMINOUS-CONCRE RI W 1 WI 0 S ED DRIVE AY 2 � . . . v r7 T _.. � -'I I 1 ADDITION - BARN XIS ING Q 7CH ASI\ CA N i 1 � APP XIS NG A — �, O o � � ROXIM CAST 0 TERLI E ATE LO 0 . L T 89 0 P WA i C7 F21 T v B D C � Q �03 BITUMINOUS ONCFRE EO T ---; US C CAT H N� - - ----- N BASI LEONARD & LOIS R. MEN DES -r' UTILITIES N TELEPHONE EACH PITS `O INS-tALLED �o ELECTRIC , EN , EXI TING . T & RAIL F AND CABLE N0� LOC TED PROPOSED PO, & RAIL FENCE 1 .00 62 • 1'• y , 25 206.17 681.26 S 36 32 43 W S 36 32 43 W o �i TIN RIP RAP TA NIN WA w S R I G L o _ J �I � L N/F �o / N F JEF FERY R BRYAN J. BURNHAM / �o II' & A N� S RITA SWIFT � �o WILLIAM B. & THERESA G. KOMAR ^O co co a tx I �I co coN h NOTICE Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: n• (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and B this Ian remains the property of Holmes & McGrath Inc. I O P P P Y . I�I II 5-10-06 ADD BENCHMARK NOTE ADR 5-8-06 ADD NEW TEST PIT LOCATIONS ADR DATE DESCRIPTION Dr awn hecked II' R E V I S 1 0 N S PROPOSED SEWAGE DISPOSAL SYSTEM NOTES: I, �I _ 1. ASSESSORS NUMBERS: 100 52 THRU 66 SITE PLAN 2. ZONING: RF PREPARED FOR 3. FLOOD HAZARD ZONE: C 4. OVERLAY DISTRICT: GP LAU R EN M OSSER 4. TOTAL AREA: 7.98E ACRES IN 5. NUMBER OF LOTS: 2 6. PARCEL IS LOCATED IN A ZONE 2. BARN STABLE, MA 7. TOPOGRAPHY COMPILED FROM TOWN OF BARNSTABLE -- GEOGRAPHICAL INFORMATION SYSTEMS MAP 2000 SCALE. 1 — 40 DATE. APR. 11, 2006 ,��Mf�±�� SCALE 1 = 100, GRAPHIC SCALE �r��� V F` holmes and me rath inc. ° " J 8. DATUM ELEVATIONS BASED ON NGVD29y 40 20 0 40 120 . . g �' s.0-THY �civil engineers and land surveyors � T� f., 9 yo 9. PROPERTY LINES WERE COMPILED FROM LAND COURT o 362 gifford street 508 548-3564(PHONEi o a PLAN 29500C SHEET 1, DATED OCTOBER 1961 " 2. 7 `" falmouth, ma 02540 508 548-96721 FAX G� 97 SCALE 1" = 160' ( nor ; >rr ) "� pE o , ��F °is` e , i inch 40 & `�n,�� Eye DRAWN: LAC, ADR CHECKED: M\MOSSER\204348 S.DWG — JOB 2043 N 0. 48 1 DWG. N 0.. 85 1 F SHEE T 1 of 2 I I II DESIGN CRITERIA DEEP OBSERVATION HOLE LOG NO. 1 (P#119295) finish grade above and adjacent to system shall slope away at a min. of 2 OTHER i e (tight rots . Number of bedrooms 3 Equivalent to 110 gal.'s/day SOIL SOIL TEXTURE SOIL COLOR SOIL (STWCA�s, 4" diom. cast iron or Schedule 40 PAC PP ( g Jn DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING SMNEs, BUDM Garbage disposal unit: NO CMSTE CY. ZGRAVEI - .10'-min. distance (building crow/space to -edge of leaching systems . . . . . . . . . . . . . - Leaching area - capacity required: 330 gal.'s/day O» 80.0 Side area proposed: 88 sql. ft. 72.5t 10' min. distance Bottom area proposed: 384 !sq. ft. 0"-4" 72.2 O/A SANDY LOAM 7.5 YR 4/4 2 Removable covers shall Total area proposed: 472 sq. ft. 4"-21" 70.8 B SANDY LOAM 7.5 YR 5 8 be set to within 6" of Proposed leaching capacity: gal.'s/day Access Holes in Tank to P 9 �49 _ Proposed D box wit h Wat er supply. TOWN, 21 35 69.6 C1 COARSE SANDY LOAM 7.5 YR 6/6 NONE 20X GRAVEL be 20" in Diameter (Typ.) . . . . . access manhole within - Precast concrete units: H-20? loading design » SmucniR11M LOOSE 75.0 - � � � 6 of finished grade • 35»-82 65.7 C2 COARSE SAND 7.5 YR 6/6 NONE 40 GRAVE » SiRUC LOOSE _ 5%GRAY 82 120 62.5 C3 MEDIUM SAND 7.5 YR 1 4 NONE I' Sz asw Barn Floor EXISTING GROUND SURFACE 2 5 EXISTING GROUND SURFACE 72.5 \ i GROUNDWATER TABLE 0ELEV.=40 , NO REDOX w » f 2» layer o � to » CLEAN BACKFILL » 2 12 L.F. 4 PVC - washed stone s-0.02 � N - eve _ _ . 4 PVC. Pipe - e e 70.0 - t t lard/ 4 PVC PI a 11 L:F. s-O.Ot q7 0 0 * ° I� o C3 toy.. 68.00 Proposed -' DEEP OBSERVATION HOLE LOG NO. 2 (P#11 295) Foundation °j °i� 6~ layer of Flowdiffussor SOIL TEST ' • 1,500 gallon Septic Tank crushed of of OTHER *Foundation �o cO co 4 ft. of to 1 . cp .compacted �" � g.. . c ,, SOIL SOIL TEXTURE SOIL COLOR SOIL (SiRucnxsEs, 1 Desl n l• II atone washed stone all a; Date of soil test.. 5/5/06 smrr ES, BOULDERS, II I DEPTH ELEV. H RI N USDA Munsell gg � 1 E o zo (USDA) (Munsell) MornlNc B Qthers 4 around Test taken b . ; I I- carslslErlcw, z GRAVEL Y R . L ZARD RIVERA `. ,;: FlowdiffUs�sor • . II ON ...is.:-•�..:.•.., _:.,.•.�,•.::•• :•: � - 0 Results witnessed by. D. DESMARAIS 72.5f H-20 .6 Percolation rate: <2 MIN./IN. N N Jl� C .� _ Ground water ELEV. 40 0 4 72.2 0 A •, c ® SANDY LOAM 7.5 YR 4/4 � c / Bottom of test holes 1 - 4 No. P#11,295 - Elev.- 62.5t 4"-18" 71.0 B SANDY LOAM 7.5 YR 5/8 6'LAYER OF CRUSHED STOVE CRUSHED COMPACTED 18"-31" 69.9 C1 COARSE SANDY LOAM 7.5 YR 6/6 NONE 20% GRAVEL -[80.0 - 31"-81" 65.8 C2 COARSE SAND 7.5 YR 6/6 NONE s1RWPJREI�'SS�I= » 0 N STRUC1URElESS, LOOSE 81 -1 2 62.5 D UM SAND C3 M E 7.5 YR 1/4 NO NE 5x GRAVE ' 20't 13 f 12 f• Foundation Septic Tank D-Box Leaching System GROUNDWATER TABLE 0 ELEV.=40 NO REDOX SEPTIC PROFILE SCALE: 1/4" _ 1' GENERAL NOTES DEEP OBSERVATION HOLE LOG NO. 3 (P#119295) OTHER SOIL SOIL TEXTURE SOIL COLOR SOIL (s>wnlREs, 1 o change o s system shall bie made unless ) N han t this Y DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING sio14ES. WADEK approved in writing by holmes and mcgrath, inc. " 72.5t c +sISiENcr, xcRAVEI _ 2) .Subject to inspection during construction by the o INSTALL POLYLOK FLOW EQUALIZERS Board of Health and holmes and mcgroth, inc. 0"-7" 71.9 O/A SANDY LOAM 7.5 YR 4/4 ON ALL OUTLET PIPES 1s.5" CONCRETE COVER ( 3) Heavy construction equipment Shall not travel 7"-19" 70.9 B SANDY LOAM 7.5 YR 5/8 / ALL OUTLET PIPES FROM THE Over disposal system during or after construction. " N DISTRIBUTION BOX SHALL BE 5 - 5" OUTLET "' '� `� - 4 Disposal system to be constructed In accordance 19 -33 69.7 C1 COARSE SANDY LOAM 7.5 YR 6/6 NONE 20% GRAVEL SET LEVEL FOR AT LEAST 2 FT. I I o ) P Y " STRUCTURELE55. LOOSE . KNOCKOUTS With Title 5 of the State Environmental Code. 33 -76 662 C2 COARSE SAND 7.5 YR 6/6 NONE 4oxGRAva .A IAllr INLET CLEANOUT AND 5 A CO of these plans must be klept on the site 76"-120" 62.5 C3 MEDIUM SAND 7.5 YR 1 4 Nam' LOOSE OUTLET 1 1 INSPECTION COVE ) copy P / ONE 5X GRAVEL I during the time of construction. _ 15.5" ;, " 19.5" I (5 A co Of these IOriS must be furnished t0 the GROUNDWATER TABLE ® ELEV.-40 , NO REDOX • 11.25 ) copy P \ .. 9 ------'- -- - . . _ contractor constructing the s stem. . .. ., e s o 7 Before backflllln the .contractor.. shall notify 9 N holmes and mcgrath, inc., and thie Board of Health 20 . 1.75 Y , A Agent to inspect 'the system as c.,onstructed. 9 P Ys DEEP OBSERVATION HOLE LOG NO. 4 P 11 ,295 PLAN SECTION CROSS SECTION 8) If the contractor encounters any variation between -�-� the existing conditions shown on the Ian and the OTHER cv 9 P SOIL SOIL TEXTURE SOIL COLOR SOIL (smucnxlEs, , conditions encountered on the site, or any soil DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING S 5 HOLE DISTRIBUTION BOX condition different than shown on the soil logC3 C3 , or N CON9S01CY, XGRAVEI SCALES 1" 1' any adverse soil, the contractor shall immediately ° 72.5f 9" KNOCKOUTS FOR ' o~ contact holmes and mcgrath, inc. Holmes and o"-23" 7o.s B SANDY LOAM _ 7.5 YR 5/8 " „ BED INSTALLATION .g N N (30) 2 x 5 mcgrath, inc. will examine the soill condition 23 -36 69.5 C1 COARSE SANDY LOAM 7.5 YR 6/6 NONE 20% GRAVEL OPENINGS . and report to the owner any suggested revisions. 36"-85" 65.4 C2 COARSE SAND 7.5 YR 6/6 NONE siRuc , LOOSE 4OX GRAVE »- » STMXIURELESS, LOOSE 85 120 62.5 C3 MEDIUM SAND 7.5 YR 1/4 NONE 5%GRAVEI. TYPICAL FLOWDIFFUSOR° SCALE: 1/2" 1' GROUNDWATER TABLE 0 ELEV.=40 NO REDOX ALL ACCESS MANHOLE COVERS FOR SEPTIC TANK, DISTRIBUTION BOX. AND LEACHING STRUCTURE SET MORE THAN 6" BELOW FINISHED GRADE. SHALL BE RAISED TO WITHIN 6~ OF FINISHED GRADE. 11' -0" - •r Holes NOTICE - 0 iamet r A c N Unless and until such time as the original (red) stamp of the r responsible Professional Engineer, or Professional Land Surveyor appears on this plan: INLET OUTLET I Z (A) no person or persons, including any municipal or other I I \ public officials, may rely upon the information contained herein; and D (B) this plan remains the property of Holmes & McGrath, Inc. 1 a O Q 13' 5-8-06 ADD NEW TEST PIT LOGS ADR STEEL REINFORCED PRECAST CONCRETE 0 ERE'' S'�OVER W' I 5 HOLE Q m DA TE E , _ DESCRIPTION Drawn heck ed , Q , ox� D B PLAN VIEW I 8 20 0 f2 W 6 -TANK RISER CONCRETE 1G1' MIN �, R E V I S I O N S REMOVABLE COVERS » N O 6» I 1,500 SEWAGE DISPOSAL CONSTRUCTION DETAILS rewrw- ' , „+u:r.T. �, I 13 GALLONQC INLET e� 2'mtn. Inlet«to outlet a' min. OUTLET I O SEPTIC SITE PLAN Wmtn. Liquid level I TANK N . ,-ON - PREPARED FOR s -o I 14" MIN. N 4'-0" min. ' 12' 4'-0* min. I Llauld depth TUF-TTTT Liquid depth L LA U R E N M O S S E R GAS BAFFLE i� tr• �- (3) FL0OD/FFUSSORS A- 6N WITH 4' OF STONE I N 10'-0" 8' - 2" ALL AROUND BARNSTABLE, MA CROSS-SECTION END-SECTION SCALE: AS SHOWN DATE: APR. 11, 2006A`nx• ����@ GALLON SEPTIC TANK holmes and mcgrath, Inc. TYPICAL 1 .500 SEPTIC SYSTEM DETAIL SAh f-fY M. Jn civil engineers and Ian surveyors TWO N Jq °J c T SCALE: -2 1/4" 1' SCALE: 1" 362 gifford street 508 548 3564(PHONE) IVIL (H-20 LOADING) �s '�,-, falmouth, ma. 02540 508 548-9672 FAX �.�� sTF DRAWN: LAC, ADR CHECKED: - M\M0SSER\204348\204348WSC.DWG JOB NO: 204348 DWG. NO.: 85-1-1 F SHEET 2 OF 2 7r - 1 li III a, I F LM I I N 1 � aW I Z i p0 I �I y 00 11 �g LOC S I�' 4 I S�• W I I C M E L I I I q I it AY LOCUS MAP NOT TO SCALE , i I �4 78 8 N 89 32 43 E 1033.47 SEPTIC SYSTEM A . I I .. .- -... _ .... FN ,^ W : • l r , P"!z. ten.•' W . u 6 v = 4 v , PROPOSED GA 1TE - o _ TOTAL w 76�_ Ac. - w ROP `O = 330 GPD PROPOSED OSED TOTAL FLOW N to AIL & POST w HOUSE co ... I _ c� FENCE OUTDOOR ARENA FFE=79.5 M 'n .48 w ❑ ---- -- - -- ---- - - -----_- --- --- --- ---- ----- --- -- ------ x 77.0 x =36.11' -- -- - --- -- -�a - �o =25.00 CO O 2989 o 991.12 ; S36 32 43 W rn : PROPOSED 2 WA TER L SER WCE _ n N �. 1`ti (40' WIDE) R=25.0 o WAY' PROPOSED (TWO IN,'DIWDUAL WATER SERVICES) `D . PROPOSED `L o SEPTIC SYSTEM B 979.69 S36 32 43 W o 38 I 100.31 r 1 I DRIVEWAY AV D --• �sorW,w,� PROPOSED PAVED ►� - � E r r , 32 �Ns � , , n I C 4 r _69 ,4. 4. ,2 � 7 r , . W O I i - r I ,. , , V/ 475 ... 6 N .1 sr N I -- r 6 --- -- Q a d- p F, w PROPOSED PARK/NG. LL i � . . . PROPOSED Q , z �o cn h O P ACES /NCLUD/NG qNE r 6 BARN. O 9 cr M Q CA` '� - �..;.•,'..:.. :. HANDICAPPED SPACE w 66 = ►� P . : : FE 73.8 ,� .��,..... H D r 58 0 Q �0 � PROPOSED GA 7E' VAL VF 'I o .. . , 6 (TYP/CAL OF 2) PROPOSED GATE O N x 0 wv �! _ O - x ,� ." : PROPOSED PROPOSED WET TAP BY TOWN � v co PROPOSED SOLID ,... . , . h i.. ; TOTAL GRAl�EL E 0 LOT 89 CATCH BASIN x w w�'.`�_u% x 2 'I RIM=73.0 3.29f Ac. x o A....'. .i W OF STIAKED INV out -69.0 Q... ..: . .r.. .,. . . , ..,. V � •.,, 0 ROW ( ) �b• TOTAL FLOW = 220 GPD 72 q� HAYBALES AND L `� i ;: , 7 1 co r., �o SILTFENCE 0 . ._...:� PROPOSED SOLID 0 0 ^O 68 14 L.F. ADS-N12 x w x • �0 56 CATCH BASIN 0 66 S - .02 a RIM=57.0 64 w INV(out)=53.0 I is p I 125.00' ! o PROPOSED �cb co . - W 887.43 PROPOSED 6 x6 LEACHING RAIL &: POST S36 32 43 . � FENCE � � I LIMIT OF WORK/SILT FENCE PIT WITH 4 OF STONE ALL �� ... i AROUND WITH MANHOLE 28 L.F. ADS--N>2 COVER TO GRADE. _ L S - .02 i � rn o INV(in) 68.72 N co Bottom=62.72 PROPOSED 6 x6 LEACHING co rn co , rn o� PIT WTH 5 OF STONE ALL rn AROUID WITH MANHOLE h N NOTICE COVET TO GRADE. E • Unless nuntil 0 _ a d such time as the original (red) stamp of the � INV In 52.44 responsible i'IEn Weer or Professional n _ gLa d Surve r / B otto n-46 44 Surveyor O J appears on this..plan. n A no person or persons, includm an municipal or other I rob � O P P . 9i Y P CO) ' public officials may rely upon the information contained herein; and P � Y Y P . �o (B) this plan remains the property of Holmes & McGrath, Inc. 6 I co i ro u Ac I r ' ' IADD TEST PIT LOCATIONS 6 3/10/05 LAC TMS DATE DESCRIPTION Drawn hecked I R E V I S I O N S LAYOUT NOTES. SITE PLAN 1. ASSESSORS NUMBERS: 100-52 THRU 66 PREPARED FOR 2. ZONING. RF 3. FLOOD HAZARD ZONE: C LAUREN MOSSER 4. OVERLAY DISTRICT: GP IN ICI 4. TOTAL AREA. 7.98t ACRES 5. NUMBER OF LOTS: 2 BARNSTABLE, MA 6. PARCEL IS LOCATED IN A ZONE 2. 7. TOPOGRAPHY COMPI LED FROM TOWN OF BARNSTABLE SCALE: 1» = 40' DATE: JAN. 14, 2005 GEOGRAPHICAL INFORMATION SYSTEMS MAP 2000 GRAPHIC SCALE �..;. `'`�, �:�.� holmes and me rath Inc. SCALE 1 - 100 �, � A41Ct'AEL� � � .a r t . . C° a� h.,CP R 40 20 0 40 120 c g 8. DATUM ELEVATIONS . BASED ON NGVD29N! ATHcivil engineers and land surve ors s. on . n 9. PROPERTY LINES WERE COMPILED FROM LAND COURT 1 F 362 Ifford street 208 08 548 35i64(PHONE) . M , 08ER 1961 PLAN 29500C SHEET 1, DATED OCT falmouth, ma. 02540 548 96'72(FAX) ( n� �rvr ) 1 inch - 40 ft. �`�•5 t. SCALE 1 160 . ��-�.d r+;y•: DRAWN.. LAC CHECKED. �,..� t . t� M\MOSSER\204348\204348WSC.DWG : - 20434 5-1-1 1 OF 2 JOB N0. 8 DWG. N0.. 8 SHEET I Finish grade above and adjacent to system shall slope away at a min. of 2 DESIGN CRITERIA $$At$ DEEP OBSERVATION HOLE LOG NO. 1 (P#109901 ) 4" diom. cast iron or Schedule 40 PVC pipe (tight joints). OTHER 85.0 . . . . . . . ' • . • . . . . . ' . ' • . . . • . ' . . • ' • . . . ' . . . ' ' • ' . . . • ' . • Number of bedroomis 3 Equivalent to 110 gal.'s/day SOIL SOIL TEXTURE SOIL COLOR SOIL (STRUCTURE$ 20' min. distance (building to edge of leaching system) Garbage disposal unit: NO DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING STN� BUDM g P CONSISTENCY, %GRAVEL 10' min. distance Leaching area - capacity required: 330 gal.'s/day 0" 77.0f 2 Removable covers shall Side area proposed: 92 sq. ft. " " be set to within 6 of Bottom area proposed: 425 sq. ft. 0 -6 76.5 O/A SANDY LOAM Access Holes in Tank to Proposed D-box with Total area proposed: 517 s ft. p P P q• �� ,/ 6"-46" 73.2 B DEPTH OF First Floor be 20" in Diameter (Typ.) SANDY LOAM 10 YR 5/8 ROOTS elev. = 79.5• _ _ access manhole within Proposed leaching capacity: 383 gal. s/day 80.0 6" of finished grade Water supply: TOWN 46"-95" 69.1 C1 COARSE SAND 7.5 YR 5/6 NONE 30% GRAVEL Precast concrete units: H-20 loading design " " 95 -127 66.4 C2 MEDIUM SAND 10 YR 6/4 NONE EXISTING GROUND SURFACE EXISTING GROUND SURFACE GROUNDWATER TABLE 0ELEV.=40 , NO REDOX �� \., ���,� 7- P , ,,� � . \-� DESIGN CRITERIA »B»15 L.F. 4" PVC " 2' CLEAN BACKFILL X �'' 2 wa171 sh df stone 7 to �~s=0.02 4 PVC Pie 5 :F = level. _ . . . . . . . . . . . . . . - ie - Tb.O ••y ____ Liquid Lewl__ 19 L.F. s 0.01 -- Inv. elev.= 74.1t Number of bedrooms 2 Equivalent to 110 gal.'s/day DEEP OBSERVATION HOLE LOG NO. 2 (P#10,901 ) * ° Garbage disposal unit: NO Proposed `p h 6 layer of N N Elev.= 72.8f Leaching area - capacity required: 220 gal.'s/day OTHER *House h » 9 P Y q SOIL Foundation ►� �. 1,500 gallon Septic Tank !r -� Side area proposed: 69 sq. ft. SOIL TEXTURE SOIL COLOR SOIL (STRUCTURES, crushed �F De si n ^ ^ ^ compacted ^ ^ DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING STD BMtMIM g p of ;i" to 1� Bottom area proposed: 290 sq. ft. CONSISTENCY, %GRAVEL By Others p li stone II II washed stone all Total area proposed:: 359 s ft. T0.0 q) - . .around .infiltrator . Proposed leaching cca acit q O" 77.Of °' H-20:N °' °' co Water supply. 9 P Y 266 gal.'s/day 0 -6 76.5 o A h pp Y TOWN " " / SANDY LOAM STRIPOUT NOTE: Precast concrete unfits: H-20 loading design 6"-43" 73.4 B DEPTH OF SANDY LOAM 10 YR 5/8 ROOTS THE CONTRACTOR SHALL EXCAVATE 5 FT. ALL AROUND THE LEACHING FACILITY AND DOWN TO THE SAND Bottom of test holes 1 & #2 43"-93" 69.3 C1 COARSE SAND 7.5 YR 5/6 NONE 30% GRAVEL 6' LA YER OF CRUSHED „ „ LAYER (C1) (46"t), REMOVE AND DISPOSE ALL COMPACTED STONE SEPTIC P R 0 FI LE A UNSUITABLE MATERIAL AND REPLACE WITH CLEAN El. = 66.2f B6.O GRANULAR SAND CONFORMING WITH. THE _ SOIL TEST 93"-130" 66.2 C2 MEDIUM SAND 10 YR 6/4 NONE SCALE: 1/4" = 1' SPECIFICATIONS SET FORTH IN 310 CMR 15.255 (3). Date of soil test:: 2/11/05 GROUNDWATER TABLE 0 ELEV.=40 NO REDOX Test taken by: R. LIZARDI-RIVERA ` 15' S' VAR/ES Results witnessed by: D. DESMARAIS Foundation Septic Tank D-Box Leaching System Percolation rate: <2 MIN./IN. Ground water ® ELEV. 40 No. P#10,901 DEEP OBSERVATION HOLE LOG NO. 3 (P#109924) No. P#10,924 OTHER j Finish grade above and adjacent to system shall sloe owo of o min. of 2.° SOIL SOIL TEXTURE SOIL COLOR SOIL (STRUCTURES, 9 /o J^s P y, DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING STD A 4" diom. cast 1-on or Schedule 40 PVC pipe (tight joints). GENERAL NOTES on CONSlSMCY, %GRAVEL 74.5t 20' min. distance (building to edge of /eoching system) 1 ) No change to this system shall be made unless or-6" 74.0 O/A SANDY LOAM 10' min. distance DEPTH OF 80.0 2 Removable -covers. shall . . . . . . . . . . . • . . approved in writing by holmes and mcgrath, inc 6"-45" 70.8 B SANDY LOAM 10 YR 5/8 ROOTS be set to within 6 of 2 Subject to inspection Burin construction b the Access Holes in Tank to Proposed D-box with P 9 Y 45"-93" 66.8 C1 COARSE SAND 7.5 YR 5/6 NONE 30% GRAVEL Board of Health and holmes and mcgrath, inc. 93"-120" 64.5 C2 MEDIUM SAND 10 YR 6/4 NONE be 20" in Diameter (Typ.) access manhole within g 6" of finished grade 3) Heavy construction equipment shall not travel over disposal system during or after constructiai. GROUNDWATER TABLE 0 ELEV.=40 , NO REDOX Slab . . . . . . . . . _ . . . . . . . . . . . . . . . . . . ) • 4 Disposal system to be constructed in accordance 76.0 Elev. = 73.8 PROPOSED GROUND SURFACE with Title 5 of the State Environmental Code. kEff INS PROPOSED GROU SURFACE ,� �� ���,�• \� 5) A copy of these plans must be kept on the site . �� .� ��.., fi , Tinv-, DEEP OBSERVATION HOLE LOG NO. 4 (P#10,924) CLEAN BACKFILL 2 layer of i to ing t construction. 12L.F. 4" PVC � - '. 2Bur he time of washed stone4" PVC Pie 12 L.F. s=0.01 level 4" PVC Pie 20 L.F. s=0:01 6) A copy of these plans must be furnished to the OTHER ---- dlqu/d Lew/_--- . elev.= 71.01f SOIL SOIL TEXTURE SOIL COLOR SOIL (STRUCTURES, '.. o . . . . . contractor constructing the disposal system. DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING Y //yy ,o,^^ .;.: - Erev.= 69:7t ' 7) Before backfilling, the; contractor shall notify. _ _ . s la r of N N - - x__ - _ :,:_ , , - birnes a rl mC rath inc.,_ and the Board of Health *Proposed ^ 1,500 'gallon Septic Tank ^ "� crushed •� � - g Barn °.. . ::,. .. '� _. ^ compacted of to 1�~ A ent to ins ect the s stem as constructed. 0"-6" 74.5 O/A SANDY LOAM *Faunctiol ;.: it �., p stone q p washed stone all g P y " " - De s► f; II around infiltrator $ If the contractor enccounters an variation between s -45 71.3 B DEPTH OF I4 Bythers a �', � ) :: •: , .:..: •..,::_,.:.:"-..,:...; . :... Y SANDY LOAM 10 YR 5/8 ROOTS �' H-2o °' h the existing conditions shown on the plan and tie " „ 45 -94 67.2 C1 COARSE SAND 7.5 YR 5 6 NONE 30% GRAVEL c , STRIPOU_T NOTE: conditions encountereid on the site, or any soil " M 65.0 • • • • • • . • ' . ' • • Bottom of test holes 3 & condition different than shown on the soil to o 94 -13o s5.o C2 MEDIUM SAND 10 YR 6/4 NONE THE CONTRACTOR SHALL EXCAVATE 5 FT. ALL AROUND g� THE LEACHING FACILITY AND DOWN TO THE SAND El. = 64.5f , any adverse soil, the contractor shall immediatel GROUNDWATER TABLE ® ELEV.=40 , NO REDOX 6' LAYER OF CRUSHED LAYER (Cl) (45"f), REMOVE AND DISPOSE ALL COMPACTED STONE » » UNSUITABLE MATERIAL AND REPLACE WITH CLEAN contact holmes and mcgrath, Inc. Holmes and SEPTIC PROFILE B GRANULAR SAND CONFORMING NTH THE mcgrath, Inc. will examine the soil condition SPECIFICATIONS SET FORTH IN 310 CMR 15.255 (3). SCALE: 1/4" = 1' and report to the owner any suggested revisions; 80.0 . . . . . . . . " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12' 12' VAR/ES Foundation Septic Tank D-Box Leaching System I (5) HIGH CAPACITY INSTALL POLYLOK FLOW EQUALIZERS I I /NF/L TRA TORS WITH 4' OF STRIPOUT NOTE: 1 ON ALL OUTLET PIPES RESET AREA STONE ALL AROUND THE CONTRACTOR SHALL I RESERVE AREA 16.5"--- CONCRETE COVER EXCA VA 7F 5 FT. ALL AROUND ALL OUTLET PIPES FROM THE THE LEACHING FACILITY AND DOWN r : : DISTRIBUTION Box SHALL BE .. " : .:. ~. ; :.. .. ;. SET LEVEL FOR AT LEAST 2 FT. - E •:•.:... . I�-�E��= - - -�-�- E [ CH 5 5 ouTL T ' STRIPOUT NOTE: . : THE CONTRACTOR SHALL EXCA VA 7F 5 FT. ALL AROUND THE ING TO 7)yE SANG LAYER (C1) (45 f), KNOCKOUTS TP FACILITY AND DOWN TO 1rHE.SAND LAYER (C1) (46"f), REMCIE AND REMOVE AND DISPOSE ALL UNSU/TABLE MA TER/AL AND INLET : 'q� :• DISPOSE ALL UNSU/TA63LE MATF"R/AL AND REPLACE Wl'TV DEAN 26.8 / OUTLET Q�111 GRANULAR SAND CONFORIdING WITH THE SPEC/FICA77ONS SET PRTH IN REPLACE WITH CLEAN GRANULAR :Tp / \ ' #1 '.' .3�10 CMR 15.255 (3). 1. NOTICE SAND CONFORMING WI TH THE ao r r 19.5 SPECIF/CA 77ONS SET FORTH /N O p I 15.5 r c� `� \ .: 9" 11.25 N N Unless and until such time as the original (red) stamp of the 310 CMR 15.255 (3). �. �'..' N N . .#4. . ; � / ••• •.� .�.. • .� � � �■■ �. . � .� � J • responsible Professional #3 .� tV ' :: i -i P. 11' -0" i p ess anal Engineer, or Professional Land Surveyor :. :. : ..• appears on this plan: ,�_ • 9 (A) no person or persons, including any municipal or other 20" 3-20 Diameter Accesis Holes ALL ACCE MANHOLE COVERS FOR public officials, may rely upon the information contained herein; and t'7b" 2 N B this Ian remains the r ' P ECTI ON R S -SECTION # l SEPTIC TA ; DISTRIBUTION BOX, O P property of Holmes & McGrath, Inc. 1 LAN f AND LEACKIG STRUCTURE SET MORE 500 to THAN 6 ELow FINISHED GRADE GALLON SEPTIC 12 5' INLET OUTLET SHALL BE AISED TO WITHIN s" OF 3-10-05 ADD SOIL LOGS, REVISE STRIPOUT NOTES LAC TANK 5-HOLE 5 HOLE DISTRIBUTION BOX o-"BOX 1,500 FINISHED cADE. DATE DESCRIPTION Drawn Checked D-BOX (3) HIGH CAPACITY ° GALLON ' /HELL Tl4A TORS WI TN 4' OF = O O SEP7TC' ° .. ° . R E V S O N S N STONE ALL AROUND SCALE. 1 1 TANK STEEL RaNFORCED PRECAST T CONCRETEA , s,�OVER SEWAGE DISPOSAL CONSTRUCTION DETAILS INLET HOLE PLAN VIEW REMOVABLE COVERS l -PRECAST CONCRETE SITE PLAN 6" TANK RISER 6~ r PREPARED FOR O 6» INLET min. clearance required -� L A U R E N M 0 S S E R 8 2' min. inlet to outlet 8" min. OUTLET 16" 10"min. Liquid level) U T IN PROPOSED BARN s' -or • 14" MIIN.Xx :1 " 5'-0" a�d"depth TUF-„T>= �iq�d 'iln B A R N S TA B L E, MA GAS BAFFLE PROPOSED SCALE: AS SHOWN DATE: JAN. 14, 2005 AX34" 6'-3" I HOUSE ,- 6 _ I N A,�ai 1O 0 5 2' holmes and mcgrath, inc. P g MICH, „ „ _ - �,, � - civil engineers and land surveyors ` 1' SEPTIC SYSTEM B DETAIL (H 20 LOADING) I� IVCGrATH -, 362 gifford street �5�08) 548-3564(PHONE) ;l No.30813 c', » » SEPTIC SYSTEM A DETAIL GALLON SEPTIC TAB SCALE: 1" = 10' TYPICAL HIGH CAPACITY INFILTRATOR falmouth, ma. 02540 508 548-9672(FAx) SCALE: 1" = 1' SCALE: 1" = 10' SCALE: 1/4" = 1' DRAWN: LAC CHECKED: -- -, a M\MOSSER\2)4348\204348WSC.DWG JOB NO: 204348 DWG. NO.: 85-1-1 SHEET 2 OF 2 f r _ _ram,. _.... __ ::, _` _ •` -- tip. __. ._ _ F.F. to be Set SEPTIC NOTES ' at 72.67f Access Cover (typ.) ASSESSORS REF: , 1.Location of Utilities Shown on This Plan Are Least Approx.At Lt 72 Hours ` (See Note 6) •: � , , ,° Prior to Any Excavation For This Project the Contractor Shall Make Large 1 a t: Map 100 Parcel 052 See Construction F.G. EL: 69.5 See Note 6 (typ.) Small lot: Ma 100 Parcel 060 the Required Notifications to Dig Safe(1-888-344-7233)and Sullivan P Notes Engineering&Consulting Inc. 508-428-3344. . 68.40 g g g ( ) OVERLAY DISTRICT: 2.The Contractor is Required to Secure Appropriate Permits From Town } ` Installer To Confirm AP - Aquifer Protection District `�� •� Agencies For Construction Defined by This Plan. at All Inverts PriorFlowt ' Equil izers 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Proposed Proposed To Any Work /� As Required Installer To Confirm , 1 n vent L. 67.34 150o Gallon i q All Inverts Prior Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to FLOOD ZONE: EL. 67.74 l Inverts Work Assure Watertightness. In General,Water Lines Shall be Constructed in *� Septic Tank EL. 67.09 y � M p Existing Coordination With COMM Water,and Shall be in Accordance H-20 EL. 65.28 Not Mapped in a Flood Zone Area r Installer To Confirm EL. 65.53 1500 Gallon . With 248 CMR 1.00-7.00&310 CMR 15.00. SEE. NOTE 10 EL. 65.08 xistin Top EL. 65.34 Community Panel No. Septic Tank - 4.A Minimum of 9"of Cover is Required for All Components. #250001 0542 J All Inverts Prior EL. 64.92 Installer To Confirm H-20 D-Box e 0 e a 5.All Structures Buried Three Feet or More or Subject Jul 16, 2014 � 4 To Any Work r Bot. EL. 63.84 j y All Inverts Prior to Vehicular Traffic to be H-20 Loading.It is the Engineers " ; . ryr To An Work EL. 64.80 Existing g DESIGN DATA y - � � Flow Diffusor Recommendation that H-20 Always be Used. %,. To Be Installed On m 6"of OfficeArea-(SeparateSystem than Factory) `` g Stable Compacted Base 6 Install Watertight Risers and Covers to With' Finished Grade Over Two Proposed Leaching Chambers and to Grade over Septic REFERENCES: LOCATION MAP -75 GPD Per 1000 SF of Office Space Jf �rrcaun tered.Remave.& Re Idce: • h Bedding,"T"s, . . . . . . . p Tank Inlets,Outlets and D-Box.All Covers are to be Maximum 18 for Deed C 17532 1310 SF x(75GPD/1000SF)=98.25 GPD " "' 200 GPD Min Design as per 310CMR15.203 Inspection Port, A1C Unsuitable So.iJs Within 5 of Ln Concrete and 24"for Cast Iron. - & Baffels The. :Outer Perimeter of The System 7.SepticSystemtobeInstalledinAccordanceWith310CMR15.00& Land Court Plans Use Existing Sytem and Add 1500 Gallon Tank d the T f Barnstable 29500-C LEACHING AREA as Per Title 5 29500-E - 248 CMR 1.00-7.00 Latest Revision an a own o amsta e ( ZONE Board of Health Regulations. RF RPOD 200 GPD/0.74(LTAR)=270.3 SF Required ( ) 8.All Piping to be Sch.40 PVC. Sidewall=2(12.0'+32.0)11.5"=84.3 SF ' Area (min.) 87,120 SF 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum Bottom Ares=(12.'x32.0')=384.OSF No Groundwater Fronta e (min) 150' Total Provided=468.3 SF(346.6 GPD) Per Test Hole 2 Sump of6". Width (min)DE,/ELOPED PROFILE OF SYSTEM (OFFICE) 10.The Second Septic Tank for the Factory Flow Shall be equipped with a Depar Setbacks: LEACHING CHAMBER DESIGN �/ Approved Effluent Tee Filter on the Outlet. Fron t 30' All Pipes to be Schedule 40. Use Existing 11.The Separation Distance Between the Septic Tank Inlets and Side 15' 3 Flow Diffusers and 4'of Stone NOT TO SCALE Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend Rear 15' in a 12'-0"x 32'-0"Washed Stone Field as Shown. a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" 84.5' Below the Flow Line,and Shall be Equipped With a Gas Baffle. F.F. to be Set t2. Cny-�/�crC-(or fo Co.Crh -ro,'f Co�`1,n$7,S' a� at 72.67f F.G. EL. 6 9.0 See Note 6 (typ.) , Pro osed P Invert Finish Grade 1 EL 67.5011 O Installer To L. 67.20 Proposed Flow E uilizers 2 83' Confirm All Prior 2000 Gallon As Required 3' Max. .� EL. 66.95 9" Min Compacted Fill Filter To Any Work Septic Tank EL. 66.7 Proposed Fabric H-20 1000 Gallon And/or EL. 66.50 Top EL. 66.49 „ 1/8" - 1/2" SEE NOTE 10 Septic Tan EL 66.20 H-20 Pea Stone - H-20 D-Box EL 66.04 3' DESIGN DATA t_EACHIrvc 3/4" - 1 i�2„ s SEE NOTE 1 o CHAMBER Double washed >..... H-20 Shellfish Culling Operation E _ Stone From Water Meter Readings .ry, . L. 65.49 H 20 Leaching Avg 20 CCF/Month x748 Gal/CCF=14,960 Gal/Month r To Be Installed On Chamber I 4' - 10'�I 14,960 Gal/Month/30 Days/Month=498.6 Gal/Day r : Stable Compacted ase Bot. EL. 63.49 Double design Flow for 498.6 x 2=997.2 Gal/Day f 1 -10 ' Bedding,»T»s 2' DETAIL OF IL AB RBT M (FACTORY) 2,000 Gallon and 1000 Gallon Tanks m Senes or 3000Ga1.2-Cam artmentR uired Inspection Port, :.::(f Encounaered Remo�e.& ReplSOION SYSTEp eqCROSS SECTION OF CHAMBER LEACHING AREA & Baffels Al1..Unsuita6ie Sol/s within:. 5'. b , .. o (FACTORY) .as Per Title 5 the. Ocher Perimeter of.' he :System NOT TO SCALE 997.2 GPD/0.74(LTAR)=1347.7 SF Required DEVELOPED PROFILE OF SYSTEM NOT TO SCALE Sidewall=2(12.83'+84.5)2'=389.3 SF Bottom Area=(12.83'x 84.5')=1084.1 SF NOT TO SCALE EL. 58.4 Total Provided=1473.4 SF(1090.3 GPD) No Groundwater Per Test Hole 1 LEACHING CHAMBER DESIGN All Pipes to be Schedule 40. Use Lot 60 Lot 59 Lot 58 Lot 57 Lot 56 9-500 Gal.Leaching Chambers With 4'of Stone Lot 61 N/F N/F N/F N/F N/F 12'-10"x 84.5'Washed Stone Field as Shown. Lot 62 N_F Troy L. & Laura J Wood Kathleen A. Duncan Dale J & Sherrie A. Land / John F. Grad y Ralph & Joan Serriello Lot 64 Lot 63 N/F "Michael J Holloran y C 172756 C 121334 P Christopher F. & Teresa C. Brotti N36° 32'43"E ~, ; Erick Matthew SF James °T�43„E Bornatchez J' f j Emerald N36 32 _ 1 f;•f!� tr � r f PERC TEST: 11,295 PERFORMED BY:R LIZARDI-RIVERA-'HOLMES AND MCGRATH,INC rj WITNESSED BY:DONNALD DESMARAIS,R.S.-TOWN OF BARNSTABLE Existing Septic I i } i PERC RATE:<2MIN./IN. GROUNDWATER:ELEV.40' Permit 2005-140 .,._. } .....,_ �,; MAY 5,2006 ;. Location a.,, per �� � � j SITE PASSED Lot 150 Tie cord for 9 4' Tall - t Lot Area: 88,070.6 S.F. Horse Manure 179 Old Falmouth Road Horse .�D� to be Removed r t• ! j j t to be Removed / ° t , Area for Oyster Trays and ' ° ! _ ' , TEST HOLE- 1 EL.68.4 TEST HOLE -2 EL.68.4 Bags Storage / I i fl/A LASER 7 5YR 4/4 U/A LAYER 7 5YR 4/4 00 45 x200 (9,OOOSF) ✓" j j _:".' `BROWN BLZfi)WN 9 I/ r ` " ..' r 2 Existing Pavement i j y. N / g - / , E 4 SANI3�';I:i3AM:.::: 68:1 4 ...:.....`::SANDY,.LQAM..:: ...`.....`:'.:. 68.1 t° j ' " tfi /' 1 i j 1 I � B LA�1t.T 5'�R.5/$::.;:.:'`...:.:' :.::. ::.. ..... B.LAYER 7 5'Si'R 5J8 Z �� , . ..::..: STRCING BROWhT r STRONG BROWN 53 17 j,, _..__ _ - j f 21 �5 e 5 r r ,; j . : :.>:::•:':..::•::SANI)Yai;OiM.:.:'.•.::: `:66.7 21 .::..;.:;:.:;.:. SA3YhOA1kIf...: 66.7 15.05 S53°2T 17"E 1`L 1`L ✓ CI LAYER 7.5YR 6/6 C1 LAYER 7.5YR 6/6 Lot 73 - 15.00 _ -._ --72 ` •< / / { j ) , REDDISH YELLOW REDDISH YELLOW N�F N36° 32'43"E , r r' Denise M. Proposed '`� - : ---- - -- _ ; f° i i I 70 �, 'l COARAYER 5 YR 6/AM COARSE 75 YR 6/� 40.00 L500 Gal. Septic Tank .�-- '.".." , _....-._-_.._.._,., ......._.....� ..""".." . ..W. . `"-`, \� , 35" 65.5 35" 65.5 Pina P \ ;- ,1 r'" ✓ REDDISH YELLOW REDDISH YELLOW for Office Flow �70'-`" Existing Horse \ \ t ✓ / / i j ` `/ Riding Ring _ i r ,� i, !! 82" COARSE SAND 61.6 82" COARSE SAND 61.6 �' L=49.10 R=30.15 -- 9 g / ; ' / C3 LAYER 7.5 YR 1/4 C3 LAYER 7.5 YR 1/4 Proposed s/f o be Removed t ' - i� -- -"'" 1, Building 4000 SF w Proposed 1 b00 & 2000 Gal. %'f /�� / / r' i t tr ' ` t� NO COLOR AVAILABLE NO COLOR AVAILABLE Leaching Pits Septic Tanks fQr 2-600 Gallon Chambers 120" MEDIUM SAND 58.4 120" MEDIUM 58.4 Proposed Slab hellfis�y Operation\ � i �/ r / ,✓ rr'r `l ` i !t f GROUNDWATER ENCOUNTERED GROUNDWATERENCOUNTERED .� 100.30 With 4' of Stone \ l., -Cl - r t T Elev. 72.67 \ i r' r �-' S36° 32'43"W f , �' = E / ` ' ,r / / cep' 1 !' ,/ - WaYmett00' - __ 69-.. _._ - / `\ E r^ F j t ,/� r /' 3" / J ! cV J ! f' J'Im - E TH LE-4 a � � T S O C9.00 i EL.68.4 _ \ Pr osed SD t�SAS , Lot 151 t / t ,M ° 1 i t TEST HOLE 3 EL6R.4 / ti j l P %� � % cob/'-�� Beescinded on LCP 29500E .. ._- \ for Sh ll fish 0 eratibr� ( / f /f �r q(A:Ir#4Y1 .... XR 4}4:;.. ... : _::.B l[AYE17 1 I a tt Way To P Lot ,Area. 253,486.Si S.F. fCam \ . 1_._ _ it Cond ions t ,r i/ r r $RC3iAi °:..::;,:STRO'NG;BRQCVN . - d o \ l Engrneer to VeTrfy So )t \ r j r r N \ ✓ r J ... ee ! r r 7,� ...... .. .::`.'`'SANDY LQAM..:.;::: :•::;:a::' SANDY:LOAM::. 66.5 o ° r) /::t N �S 2 67.8 _.,._....,,,, __. _ 1 _ _ _ .,_.". ys I 1 j f, r 6 M �; .� ... " .._: ;_-�___ ��m":__.�., ._.. " >•,_ � �-. r � 1 .............B LAYIIt'>:SYR 5/8 :..::..... : C 1 LAYER 7.5YR 6/6 ►n ._ _,_ a . ..__ ,..__._ Pro Proposed \r \ Z Mfg. ... . .... p ; i i j, / / `, f / / % / �. REDDISH YELLOW r: N ;'\ r r r STR „v..... s I 68.00' QO Gallon t 1 ! . . ....:. . ONG BROWN 68.0 M / co r l / t, 19" ..... . . SANDY I O} ::::. 66.8 36 COARSE SANDY LOAM 65.4 Proposed ■ Solid Open, Botto \ j I l ro y r / J I / �. Septic Clean Ou is - i J / l 1 Ci LAYER 7.5YR 6/6 C2 LAYER 7.5YR 6/6 P x 68 Catch Basin \ p. Pro osed Paving Area t ', - ; j ! i / As Needed Typ. j P g � � j � / � ' REDDISH YELLOW REDDISH YELLOW 24,010f SF \ - I f co ( j N r l ,, j fJ ,1 33" COARSE SANDY LOAM 65.7 85" COARSE SAND 61.5 467f LF Perimeter Proposed Storage a, 1" r f, C2 LAYER 7.5YR 6/6 C3 LAYER 7.5 YR 1/4 �.. P P 9 r' i , r p� �- 1 C1 Containers r ,M., t pIz � Ex. Fire i 1 /r. / J t J � � 1 ' ,l �, REDDISH YELLOW NO COLOR AVAILABLE w. y / r / j r cb % / 76 COARSE SAND 62.1 120" MEDIUM SAND 58.4 i Three 40' Lon Exlstin Se tic \ �, r C3 LAYER 7.5 YR 1/4 GROUNDWATER ENCOUNTERED r g 9 P x 6 ` Hydrant / J J 4j I \ ;,_m / ,f ;' / l h NO COLOR AVAILABLE Tank for \ f y h Lot 89 f, x 68.9 f ro Office Flow 1 � ._ __.__ u.__�..�;.,__ ......,,, � _ � F f r, J �4� N F - -- - W� I � 1 r_ _ ..�• - _. � � .. ,. ' �,�. ..,..... j j � / / f �' 120 58.4 w3 MEDIUM SAND Kristian A. Chown Existing f w _._ J fJ J, /r f , ! I GROUNDWATER ENCOUNTERED C 175234 f w/f Barn v % w sting Paved Drive \ _ 0 -- to Remain E - 3934E SF , - x � ;� x 67.40 6g ~�� /' L r 1 Proposed Existing Septic ! Pr6 osed Grass f / / / t ( f "4'48 8 Tall Wood Septic Permit D i broinage Swale Proposed ;o Stockade #2006-218 Saw Cut of / J s t Bench Mark �i / J Fence Around (Location as per R.R. Spike Set / Existing 4' Tall Bituminous / } ! x Property Tie Card) in Ground - _ �- ._ / Horse Fence Concrete 1 1 t oCn Elev. 68.10 ; _ - r _ to be Removed •-'! / i 10.46168 r .. S36° 32'43"W N/F f _a ��SS/ONA-E�G\� P S360 32'43"W Jefferty R. & Sarito Swift '�- N/F N/F Bryan J. Burnham Willion B. & Theresa G Komar Existing Fence Revision: Move proposed septic to proposed BLD 6-10-2015 to'be Removed NOTES: PREPARED FOR: PREPARED BY. T/TLE Site Plan 1.) The structures shown were located on the ground Engineering & a Proposed Improllinments by conventional survey methods on or between Ca e Cod Oyster Co. Farm � 181JULY114 and 1/AUG/14. J ivaii consuiting, �1 �� O2. The ro ert line information shown hereon was Inc•P p y - 179 Old Falmouth Road '� compiled from available record information. 508 428-3344 P.O. Box 659 7 Parker Road, Osterville, MA 02655 3.) The datum used is an assumed NGVD 1929, taken seci@sullivanengin.corm • www.suilivanengin.com Bamstable from the Town of Barnstable GIS Maps. / (Marston Mills) MA � 40 0 20 40 80 160 Draft: CTR Field: JOD WK W 4) Abutters property lines area approximate and L taken off of town GIS maps. Review: JOD Comp.: CTR DATE: _ SCALE: cn September 30 2014 1 "=40' Project: Surpenant Horse Farm Project # 19970015_Hoese Farm it SEPTIC NOTES ,• k -Of +:ram.. REF: .. :... ASSESSORS R F:F. to be Set _ ' �_ at 72.67f Access Cover (typ.) • v ;� ¢ ', �� 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours (See Note 6) Prior to Any Excavation For This Project the Contractor Shall Make Large lot: Map 100 Parcel 052 See Construction F.G. EL. 69.5 See Note 6 t r Notes ( yp) the Required Notifications to Dig Safe(1-888-344-7233)and Sullivan Small lot: Map 100 Parcel 060 riffq F.G 68.4o Engineering&Consulting Inc.(508-428-3344). OVERLAY DISTRICT: ` 2.The Contractor is Required to Secure Appropriate Permits From Town - Installer To Confirm , Agencies For Construction Defined by This Plan. AP Aquifer Protection Distract All Inverts Prior Flow Equilizers 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall 3 Proposed Proposed To An Work Installer To Confirm PPy- Invert L: 67.34 1500 Gallon y A s Required Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to All Inverts Prior p FLOOD ZONE: EL. 67.74 Septic Tank EL. 67.09 To Any Work Assure Watertightness. In General,Water Lines Shall be Constructed in H-20 Existing Coordination With COMM Water,and Shall be in Accordance EL. 65.53 1500 Gallon EL. 65.28 With 248 CMR 1.00-7.00&310 CMR IS Not Mapped in a Flood Zone.Area _ • �, , ,;. �}�'- 1 ,� „� Installer To Confirm SEE NOTE 10 Septic Tank EL. 65.08 •00• Community Panel No. xrstin Top EL. 65.34 Y , All Inverts Prior P EL. 64.92 - 4.A Minimum of 9"of Cover is Required for All Components. 250001 0542 J H-20 D-Box e e e a e e # 4 /r r . To Any Work installer To Confirm 'a e a a e Bo t. EL. 63.84 5.All Structures Buried Three Feet or More or Subject July 16, 2014 All Inverts Prior to Vehicular Traffic to be H-20 Loading.It is the Engineer's To An y Works M EL. 64.80 Existing �;. : ,� •� �'�;, � Flow w Diffusor Recommendation that H-20 Always be Used DESIGN DATA „ , .,.. ,; �.� ;.. � To Be Installed On � <•: �.,- �;. . . : , 6.Install Watertight Risers and Covers to Within 6"of Finished Grade Office Area-(Separate System than Factory) . Stable Compacted Base REFERENCES. Over Two Proposed Leaching Chambers and to Grade over Septic LOCATION MAP 75 GPD Per 1000 SF of Office Space " if:EnCaun tered Remove.& :Re Dace 1310 SF x(75GPD/1000SF)=98.25 GPD Bedding, T"s, P - Tank Inlets,Outlets and D-Box.All Covers are to be Maximum 18"for Deed C 17532 ill- 7 200 GPD Min Design as per 310CMR15.203 Inspection Port, All Unstti.table:SoilS Within of Concrete and'24"for Cast Iron. Use Existing Sytem and Add 1500 Gallon Tank & Ba ffels The Outer Perlin e ter o f The :Sysferri; 7.Septic System to be Installed in Accordance With 310 CMR 15.00& Land Court Plans as Per Title 5 ,' 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable 29500 c ZONE: LEACHING AREA " 29500-E 200 GPD/0.74(LTAR)=270.3 SF Required ' Board of Health Regulations RF (RPOD) Sidewall=2(12.0'+32.0)11.5"=84.3 SF 8.All Piping to be Sch.40 PVC. Area (min.) 87,120 SF Bottom Area= 12.'x 32.0 =384.0 SF No Groundwater 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum ( � Fronta e (min) 150' Total Provided=468.3 SF(346.6 GPD) PROFILE Per Test Hole 2 Sump of 6". Width min)DEVELOPED I QOFI L E OF SYSTEM (OFFICE) 10.The Second Septic Tank for the Factory Flow Shall be equipped with a Depar Setbacks: LEACHING CHAMBER DESIGN 1 1 Approved Effluent Tee Filter on the Outlet. Front 30' All Pipes to be Schedule 40. Use Existing 11.The Separation Distance Between the Septic Tank Inlets and Side 15' NOT TO SCALE Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend Rear 15' 3 Flow Diffusers and 4'of Stone q eP in a 12 a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" ' '-0„x 3 Washed Stone Field as Shown.2-0„ 84.5 Below the Flow Line,and Shall be Equipped With a Gas Baffle. F.F. to be Set I a, at 72.67f oh F.G. EL. 6 9.0 See Note 6 (typ.) Proposed Invert Finish Grade EL. 67.50 Flow Equilizers -,._ 12.83' Installer To L. 67.20 Proposed 3;, Max. I '„: € 1'� 11I .1 -..1" �( I11-` Confirm All Prior2000 Gallon As Required s Min To Any Work Septic Tank EL. 66.95 Proposed compacted Fin Filter Fabric EL. 66.75 And/or H-20 1000 Gallon EL 66.50 Top EL 66.49 .• MRL ,, i/8.. _ 1/2" SEE NOTE 10 Septic Tank EL. 66.20 H-20 Pea stone _ 3H-20 EL 604DESIGN DATA LEACHING 3/a - 1 /2 SEE NOTE 10 Double washed CHAMBER Shellfish Culling Operation H-20 Stone x EL. 65.49 H-20 -From Water Meter Readings L e ach in g I f 0 Av =14,960GaIl To Be Installed On Chamber Month g 20CCF/Monthx748Gal/CCF .. � � 4 - 10 -{ 14,960 Gal/Month/30 Days/Month=498.6 Gal/Day M90table Compacted Base Bot. EL. 63.49 I_ Double design Flow for 498.6 x 2=997.2 Gal/Day 12'-10" Bedding, T»s 2,000 Gallon and 1000 Gallon Tanks in Series or DETAIL OF SOIL ABSORBTION SYSTEM (FACTORY)Ins ection Port, ?f Er>coutiter.d Remove'& Re lace 3,000 Gal.2-Compartment Required P P & Baffels All Unsiritala. . .S©its Within S' of CROSS SECTION OF CHAMBER LEACHING AREA as Per Title 5fi :0uter.:Perimeter: of Thy S.atem NOT TO SCALE 997.2 GPD,0.74(LIAR)=1347.7SFRequired DEVELOPED PROFILE OF SYSTEM (FACTORY) NOT roSCALE Sidewall=2(12.83'+84.5)2'=389.3 SF Bottom Area=(12.83'x 84.5')=1084.1 SF NOT TO SCALE EL. 58.4 Total Provided=1473.4 SF(1090.3 GPD) No Groundwater Per Test Hole '1 LEACHING CHAMBER DESIGN All Pipes to be Schedule 40. Use Lot 60 Lot 59 Lot 58 Lot 57 Lot 56 9-500 Gal.Leaching Chambers With 4'of Stone Lot 61 N F N/F N/F N/F / ' Kathleen A. Duncan N/F Doyle J & Sherrie A. Land 12-10 x 84.5 Washed Stone Feld as Shown. Lot 62 N F Troy L. & Laura J Wood , / John F. Grady Ralph & Joan Serrtello � / , ; Lot 64 N/F Michael J Halloran C 17275E C 121334 N F Lot 63 Christopher F. & Teresa C. Bratti N/F I �. Erick _ Bornatchez N36° 32'43"E Matthew S. James J j l Emerald N36° 32'43„E PERC TEST: 11,295 _ ` % % I C j ' ; ! ' j 71 PERFORMED BY:R.LIZARDI-RIVERA- HOLMES AND MCGRATH,INC t WITNESSED BY:DONNALD DESMAFAIS,R.S.-TOWN OF BARNSTABLE Existing Septic -i r Permit # 2005-140 v, ,�..;Wi-~_.x- � ( { ; ,' j PERC RATE.<2MIN./IN. GROUNDWATER.ELEV.40 • i , MAY 5,200E Location,`as per o _ , 7/-�� Lot 150 Tie card for i Existin 4"' ! ..rt i 3- A-<3L4}SSJ3/ Horse Tall % I -Lot Area: 88,070.E S.F. Horse Manure 179 Old Falmouth Road �< ,:' Fence to -be Removed to be Removed - - � 1�` k , Area fo'r Oyster Trays and r } l y Y / :: TEST HOLE- 1 EL.68.4 TEST HOLE-2 EL.68.4 Bags Storage / rr { i { G O/A LAYER'i SXIZ 4/4_ U/A LA1zEI�7 5YR 4/4 00 45 x200 (9,OOOSF) 6 ................. Bttfi7WN ... .. 2 Existing Pavement / g } t „ "::".: S.4hIl�Y (}ATvT, : '. " ::.. '.:.68.1 , 4 :.:' ;::'. ..sY it OAM1 68.1 LAYER 7.*5YR:5/$ STRONG*NIY:B'hRf)OIWIvLN::.:;':..::.:'.:.::..' N BRW 66.7 66.21 715.05 S530 27' 17"E C1 LAYER 7.5YR 6/6 C1 LAYER 7.5YR 6/6 Lot 73 _ - -72- , 1 -- 15.00 ` i � ,,' { ,{ f REDDISH YELLOW REDDISH YELLOW N/F N36o 32 43 E - t 35" COARSE SANDY LOAM 65.5 35" COARSE SANDY LOAM 65.5 Denise M. Proposed '� `` ---- ---- -70- \ � ' .. Pina 40.00 1500 Gal. Septic Tank -- -� -. ----- .\ t / ,h { C2 LAYER 7 SYR 6/6 C2 LAYER 7.5YR 6/6 -_. ... ...."_ ,_ f. �,f/ ! REDDISH YELLOW REDDISH YELLOW � for. Office Flow .....--•70 r,n-�`..._,_.._ Existing Horse � \ \ � f' � � i / ; L=49.10, R=30.15 _-- ( Riding Ring t ;, /' ;I / ;'/ 82" COARSE SAND 61.6 82" COARSE SAND 61.6 o --~- Proposed s/f o be Removed $ 1 r / / / J; I ' ( / - C3 LAYER 7.5 YR 1/4 C3 LAYER 7.5 YR 1/4 �� --- Building 4000 SF Prop sed lb00 &'2000 Gal\- / 1� / / ( + f i NO COLOR AVAILABLE NO COLOR AVAILABLE LeachingPits r' ;, / �/ / J r t N Sep tick Tanks f r r ..: i / �' / 1 ` I i 120" MEDIUM SAND 58.4 120" MEDIUM SAND 58.4 2-600 Gallon Chambers r. l / GROUNDWATER W TER N D hellfish 0 erati�n , ENCOUNTERED GROUND A E COUNTERE 0 h' l 1 100.30 With 4' of Stone Proposed Slob P �-' S36°32'43"W Typ. Elev. 72.E 7' E / �. ` �1 i /� f ro°3 / `r c�l f �. t r / Cammett Wa t 1 f _ Y \ X 9.oo i ° TEST HOLE- 3 EL.68.a TEST HOLE 4 EL 68.a Pr osed Septic SAS rh Lot 151 = 0 _ _.._ - 69.... __ { , 6 ab P 9 00E o \ i B:)t1YER 7;3YK 5/8 W To Be Rescinded on LC 2 5 _. - dCammett a _.. .._ . o for Shellfish Operotran Lot Area. 253 486.8 S.F. I / j I jj �r / OJALAYFK-7- 5YR4/4 - Y % i i - r �' _ En ineer to e Soil Conditions }0 ~g �►► ' ; ' .,. N f f r i� '�� c:$1�fiyWN:::'::: STR(�NG.BILt��VN l j \ SAi�1I3Y.LC3AIuL.. SAllVDY.LOAbrI".......:: ...:...66.5 Cf) IbA _ry_, ro:.: Proposed ? \ .; i i / j $LAYE1t 7 SYR`5/$.:::....... ..:.;' CI LAYER 7.5YR 6/6 ,.r. _. ... .._.. -< _._ - Pro osed � i c i ,, _ p 1 �_ - REDDIYELLOW t s $TRONG.BRCIWN.... REDDISH 68.00 '�QO Gallon /\_ d � l � _� f i :.... ' „ �I t Proposed 68.0 ,4, 4 � � / , .: .: ..:.:. .:.... 36 COARSE SANDY LOAM 65.4 ... i P • Solid 0 ea, Botto .,; � � I / � �o � / 1 I 19 . _ . SAI�IDY I f?�i�A........ 66:8 i P Coh ; 1 t , Septic Clean Outs 1 x 6$ - - - ! 1 / ! CI LAYER 7.SYR 6/6 C2 LAYER 7.5YR 6/6 / Proposed Paving Area Catch Basin , r �o i J l Zi As Needed Typ. { 24,010± SF ;- j � i 1 CIDt Cd / REDDISH YELLOW REDDISH YELLOW 1 1 1 N t ? 33 COARSE SANDY LOAM 65.7 85 COARSE SAND 61.5 467f LF Perimeter ti ' � .�,,___ � i ;•.: F ;Y i { ;f tp l i C2 LAYER 7.5YR 6/6 C3 LAYER 7.5 YR 1/4 Proposed Storage ,, l j � s / - REDDISH YELLOW NO COLOR AVAILABLE Containers Ex. Fire i Ef / °j / /` i' Three 40 Lon Existing Se tic 9 9 P i , ! : ' .I i / 0 f j 76" COARSE SAND 62.1 120„ 58.4 ' � Hydrant -4 C J� MEDIUM SAND ^ / / C3 LAYER 7.5 YR 1/4 GROUNDWATER ENCOUNTERED ~ ,� Tank for x 6 co ! Lot 89 x 68 9 _ _ w.._ • / / h NO COLOR AVAILABLE Office Flow : -__,,, . '� _ �� , r \ � , BSI _- ,... \___.�•� <1 f � t,� N/F __...seas' ' � :: y ,�„_.., t / r�/ / i `� -120" MEDIUM SAND 58.4 Kristian A. Chown w \ M j Existing -W- w w / / / GROUNDWATER ENCOUNTERED j i / / f C 175234 w/f Barn 4 i w Existing Paved Drive \ T---w \ t. I - t ° .. ....,, to Remain 3934±SF Proposed p ExistingSeptic 1 / 1, r P P 6l osJd Grass / I` H DF 8 Tpll Wood Septic Permit e 1�rainage Swale i Proposed / '/ / �P�3 h3gsS Stockade #2006-218 Bench Mark t E i Saw Cut of / % / t° { o Ivy (Location as per �--Existing 4= TaII Bituminous s M J { "' Fence Around R.R. Spike Set / B minous Property Tie Card) in Ground __ _ C Horse.Fence Concrete - 1 i 1 0 - _-= to be Removed /' / -48168 co Elev. 68.10 r _.....:K ; S360 32'43"W N/F 1 as ass/ONAI S360 32'43"W N/F Jefferty R. & Sarita Swift f- N/F Bryan J. Burnham Willion B. & Theresa G Komar Exising Fence Revision:FMove proposed septic to proposed BLD 6-10-2015 to be Removed NOTES: PRE PARED FOR: PREPARED BY. TITLE Site Plan 1.)'The structures shown were located on the ground En incering & Proposed r ween /^+ � Improveements '1�by conventional survey methods ono bet l.iope Cod Oystelr CO. Farm 181JULY114 and 1/AUG/14. U- 2.) The.property line information shown hereon was consuiting, Inc. At C) compiled from available record information. 508 428.3344 P.O. Box 659 7 Parker Road Osterville MA 02655 T� 179 Old Falmouth Road 3.) The datum used is an assumed NGVD 1929, taken seci@suillvanengln.com www.suilivanengin.com from the Town of Barnstable GIS Maps. MA amstal lie Marstons w 4) Abutters property lines area approximate and 40 0 20 40 80 160 Draft: CTR Field: JOD/WK Mills)) R vi e e w. JOD AT . m .. C�R D E t,o SCALE. - taken off of town GIS maps.. _ p �+ r► r (� Project: Sur enont Horse Farm Project : 19970015_Horse Farris September 30, 2014 1 =40 l P J # i I I I