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HomeMy WebLinkAbout0120 MAIN STREET (OST.) - Health 120 MAIN STREET Osterville A = 165 - 074 - 002 I I TO N OF BARNSTABLE LOCATION I4 SEWAGE# �90' VILLAGE %�2/Q �II�ASSESSOR'S MAP&PARCEL '() Y '� INSTALLERS NAME&PHONE NO. &11J� 1AIW SEPTIC TANK CAPACITY �� 0 LEACHING FACILITY:(type) A , (size) r NO.OF BEDROOMS OWNER A--d L5 PERMIT DATE: COMPLIANCE DATE: il OW17 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 fa ty) Feet FURNISHED BY A 2 Q 1 14a A3 l! 0 f Commonwealth of Massachusetts &5 " 10 DO�-- Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary AssessmentsIT 1 ryl r 120 Main St. l Property Address Bailey Owner information Owner's Name Cru is required for Osterville f MA 02655 2/13/18 every page. '`" City/Town State Zip Code Date of Inspection?�! X`n 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. A. General Information 1. Inspector: Frank Nunes III Name of Inspector saa Company Name Box 841 Company Address East Falmouth MA 02536 Citylrown State Zip Code 508.272.6433 13010 ` Telephone Number 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 15.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 2/13/18 Inspe Signatur 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 has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. { ****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. t5ins.doc•rev.6116 Title 5 Official Inspection form:Subsurface Sewage Disposal System•Page 1 of 17 �o��rVS Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form,Not for Voluntary Assessments M 't 120 Main St. Property Address Bailey Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E 1 always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: ` B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or 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 explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection.if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below): t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 I ' r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments '< 120 Main St. Property Address Bailey Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 CityrFown State Zip Code Date of Inspection B. Certification (cont.) ❑ 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 pipes)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): P ❑ 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 ❑ 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 manner which will protect public health, safety and the environment: . ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 120 Main St. Property Address Bailey Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 City/Town State Zip Code Date of Inspection 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 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 ❑ ® 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 t5insdoc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 120 Main St. Property Address Bailey Owner information Owner's Name is required for every page. Osterville MA 02655 2/13118 City/Town State Zip Code Date of Inspection 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: ❑ E Any portion of the SAS, cesspool or privy is below high ground water elevation. El ® Any.portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet'but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for 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- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large 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 El El Area 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. t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments Y 120 Main St. Property Address Bailey Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate yes or"no as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ Z Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? 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 „ kesidential Flow Conditions: Number of bedrooms(design):• 5 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of(Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 120 Main St. Property Address Bailey Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Citylrown State Zip Code Date of Inspection D. System Information Description: Number of current residents 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: occupied Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 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: t5ins.doc-rev.6/16 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 120 Main St.M ' Property Address Bailey Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Pumped every 3 years per owner Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box,soil absorption system ❑ Single cesspool ❑ Overflow cesspool Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal,System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 5 120 Main St. Property Address Bailey Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: 2007 per BOH record Were sewage odors detected when arriving at the site? ❑ Yes E. No Building Sewer(locate on site plan): 24" Depth below grade: feet Material of construction: ❑ cast iron ®40 PVC R ❑ other(explain): Distance from private water supply well or suction line: >10'feet, Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 18„feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑other(explain) Inlet and outlet covers raised If tank is metal, list age: years Is age confirmed by a'Certificate of Compliance?(attach a copy"of certificate) ❑ Yes ❑ No Dimensions: 1500g 2" Sludge depth: t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments " 120 Main St. Property Address Bailey Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cunt.) Distance from top of sludge to bottom of outlet tee or baffle >12 Scum thickness trace >2„ Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to.bottom of outlet tee or baffle >2 How were dimensions determined? measured Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pumping suggested evry 3 years to prolong the life of the system 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 F . Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins.doc•rev.6116 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -,Not for Voluntary Assessments 120 Main St. Property Address Bailey Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 City/Town State Zip Code Date of Inspection 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 grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene El 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: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 120 Main St. Property Address Bailey Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert . Oil 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.): The D-box is 5' below grade and was video inspected, it appears to be in good condition, the gas line is very close to its location, because of this and its depth it was not excavated 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.): *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Forte Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 't 120 Main St. Property Address , Bailey Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: Infiltrators ❑ Teaching 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.): Infiltrators were video inspected and are damp at this time, there are 5 per the plan, they are approximately 6' below grade, no indication of past backup 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 f t5ins.doc°rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System°Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 120 Main St. Property Address Bailey Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Soils are compact and dry 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.): , M1 t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17. TO OF BARNSTABLE LOCATION I SEWAGE#4P0/ 1J VILLAGE �' �1LjASSESSOR'S MAP&PARCEL /b✓-- Y INSTALLERS NAME&PHONE NO. &W-i4/Am SEPTIC TANK CAPACITY y15-G_O- LEACHING FACILITY:(type),G lAritr-des (sire) NO.OF BEDROOMS OWNERA-AR kb PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility _ Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wedand and Leaching Facility(If any wetlands exist within 300 feet of leaching Feet FURNISHED BY a I i 4,, �.�� -30 82 -3-2- 'y Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 120 Main St. Property Address Bailey Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Citylrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water z , ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: >144"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: 2007 NGW 144" Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ® Accessed USGS database-explain: Site is on 38'contour nearby surface water is at 6' You must describe how you established the high ground water elevation: see above 5 Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 l ' Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M , ' 120 Main St. Property Address Bailey Owner information Owner's Name is required for psterville MA 02655 2/13/18 every page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System information-Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page"5 or attached in separate file t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 y,t Q 1rO ?No. .��©� l.�V t. i Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for 33itpont *pgtem Con0truction Vermit Application for a Permit to Construct Nd Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No.�Zt7/H/4 Owner's Name,Address,and Tel.No. 05 a#(,/D P/41_X�1 Assessor's Map/Parcel 1 o6 S__- 0-74-0 0 2` d 4d x/Z// 41WA)S7.s6CZ OZF; Installer's Name,Address,and Tel.No. Desi ner's Name,Address and Tel.No ►'I �10gp,_ SO% t %,S — C)0 �2 ,�Y� yvvti iS� JPVJ4 0246vf Type of Building: p Dwelling No.of Bedrooms .5� Lot Size O 7�Z sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided .Ss-7 gpd Plan Date 9—//—O,�P' Number of sheets / / Revision Date Title f 2-O 1V Ain/ 0 S-/Z PylGG6 /OXC/�O 7/ST�—s'y AG 7L/ Size of Septic Tank /�O D Type of S.A.S. Lam '/ « �� , /2 7�C44 ' Description of Soil Lf15 s L 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 pHealth. r Signed Date r� Application Approved by Date _ —O Application Disapproved by: Date for the following reasons Permit No. a b — -1 3 0 _--! Date Issued 5— S— 0 ————————————————— — —=_--_—=_ ——--------- 'A' �1 No. .a O U ^� /' {pu■� 1 G r' Fee Q THE COMMONWEALTOF MASSACHUS,ETTS „. Eered m computer: PUBLIC`.HEALTH DIVISION - TOWN OF BARNSTAB,LE,,MASSACHUSETTS Yes ZppYication for 33igpo!5a1 *p5tem Cottlotruthon Permit 1, r Application for a Permit to Construct Repair( ) Upgrade( ')�Abandon,' Complete System ❑Individual Components Location Address or Lot No.�2 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel /-51 WA 02&j Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �i 6;4Xrt-=,e- .vYE tire./s, V-4 0260/ '�► �1 � 5� ,- OS Ve c1/cs0.v SO-f- 7i Sot _ Type of Building: /Z p Dwelling No.of Bedrooms J` Lot Size 8 7 sq.ft. Garbage Grinder ( ) Other Yoe of Building No.of Persons Showers( ) Cafeteria( ) Other FixturesYAYr. '! ,�• } c g # 4\ Design Flow(min.required) J�0 gpd Design floes provided ;3 S�, ' #_ gpd Plan Date 9—//"0 7� Number of sheets / / f-iRevision Da�te ' �� . Title,/ZO ^4/1\/ 0 S%;rKy/GLE /0W01.0 6 Size of Septic Tank /$-O O Type of S.A.S. L EC/y t!Nr�B � 1 ��l44 Description of Soil L,9s s 2 Nature of Repairs or Alterations(Answer when applicable) i / Date last inspected: f ' T Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health.At i Signed !f � � Date .Application Approved by Date 9^ Application Disapproved by: /' Date M, for the following reasons - s: _r +, :k Permit No. a 0 0 L� d a Date Issued - S- G THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTI that the On-s'te / wag/e 1DisposaI System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by at /ZO /�IA/� ��!//C C-� has beer,constructed in accordance �7 with the provisions of Title 5 and the for Disposal System Construction Permit No. ay3 Q dated ( - a r Installer Designer Z/99-27T12 V tv #bedrooms Approved design flow gpd The issuance of this permit shdll not �be construed as a guarantee that the system w Il'un tion as designed. Date J Inspector Y v rV ----__-- -- ----_----_- S a-,- V __--_-_-_-- No. 00 - C43 0 1 Fee / S U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Migonl *p!9tem Con5trUction permit Permission is hereby granted to Construct ('O Repair ( ) Upgrade ( ;1 Abandon ( ) System located at I - /Z et &6 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date - S Approve d.by r J Town of Barnstable ' '"E' Regulatory Services Thomas F. Geiler,Director SA R71WABM 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: _30 Assessor's_Map\Parcel Designer: , St: , 4 A, L ;I tug RE-. Installer: Address: 0 a x tii Address: Fd d T,'Ac 5 On = `/U%,C,L/ ` /�issued a permit to install a (da (installer) septic system at: i 20 nfi� st-. Osh:Cu;1Le based on a design drawn by (address) 5ira►,ur, A Wt isCK , O _ dated la7 (designer) X I certify that'the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. - / Ilk STEPHE N (Installer's Signature) ALLYN� o f aoN Is (Designer's Signature) (Affix Desi ��,._. p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc ��`Z06&- 0.39 : 5, 4 3 i5 210: J' cparanon of esans an J.._Joeciia�ca�ul,� Y, n•g 9 ;, , r ." - t. r - r r • — Tne plans and specifications for every on-sate sys,terit shall be prepared'.as follows: (1) Every system shall be designed by a Massachusetts Registered Professional Engineer or &'Massa;hrusetts Registered Sanitarian provided that such Sanitarian shall not design I. system designed to disehar"ge more: than 2,000 gallons per day pursuant to 310 CMR 1S.203. Any other agent of the owner.may prepare-plans for the repair of a system.designed to / discharge not mart than that;.2,000 gallons per day pursuant to 310 CMR I3_203 provided S' thoy are reviewed by.-a Massachusetts Registered Sanitarian and approved by the.approving authority;' (2). .Every:plan...submitted for approval must be dated and bear the stamp and signature of.-" .. - the designer, - (3) Every plan'for a new systcm or plan for the upgrade or expansion of an a-isting:systerit-•- which requires a.variance to a property setback distance;must.-also reference'a plan. which bears the stamp and signature of»a Massachusetts. Licensed Land Surveyor in accardancc with M.1;i.L. c; 112, § SID; { (4) Every plan for a system shall be of salable scale(one inch=40 feet or fewer for plot ; plan and ono"inch Z0 feet or fewer for.derails of,system compcnenis). �,qd.shall include. : de tenon of: ' (a) the legal boundaries of the facility to be served: ' (b) the holder and location of any easements appurtenant to or which could impact the • stem; _ -. . .. oposed on tlta facility the location-of the all dweIL-ig(s)or building(,s.)existng and pr : - idcntifieatiari of tftose'"to be served by the system;--and ^(d) =ihe'iacation of existing or proposed irnperviflus areas; induoing: riveways and king areas; _ (e) location and dimensi"one of-the system (including reserve area); system design calculations, including design daily sewage flow, septic rank capacity re re and provided); soil absorption system capacity (required and provided); and - whether system is designed for garbage gnndcr, (e) North arrow and existing and proposed contours; Iodation-and•log of deep'observation hole tests including the date of test, existing grade elevations marked 'on each test, and he names of the zeprescntative of the a roving autiorty and soil evaluator, .. i) location and results of percoladon tests including the ante of test:and titre names of : represcntative of the approving authority and soil evaluator, . - } name and cerEficatznri aumlxr-of-the-Sotl---Evaluator of record: , (k) location .of every'water supply,public axed private, I. within 400 feet of the proposed system location in the case of surface water . supplies and gravel pac);cd public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular Public water supply wells, and 3. within ISO feet,of the proposed system,location id the case of private water supply wells: ve eared l ' location cf-any surface waters of the Commonwealth;rivers, bordersng•" g wetlands, salt marshes, inland or coastal banks, regulatory fioadway, velocity zone, : surface water supplies, tributaries.to surface water supplies,certified vernalpools,private water supplies or snctiaft lines, ,gavel packed-or tubular public water,gavel -supply wells, ' subsurface drains, leaching catch basins, or.dry'wells; and She Iacadon of any nitrogen M --scnsitivo area identified in 310 CNS IS_ZIS wi in"which tipoitions of the.Proposed _ / stem tiro located. (. location of water lines and-other subsurface utilities ore the facility; observed and adjusted ground-water elevidon in the 'vicinity of the system; o) a cdrnplete profle of tare system; (p) a note an the plan listing all variances to the provisions of 310 CMR 15.000 sought in njunction with the plar.; the location and devotion of one berchrnark.within 50 to 75 feet of the facility hick is not si:bjcct to dislocation or loss.dur'-ng consnvctiah'on'the facility; : (r) when-dosing is'pruposcd, 'complO: design-inE"Specification tsf the•dosing system propased including.but 'not limi'xd to dosing,charnbez capacity (required aad'provide3),' urnp curves and.specifcations, number.o;dbsizg cycles and deptk per.eycle; (s) when a RccircnlatiFig Sand Filter or:; v?Ient alternative technology is required or {/V oposed, a complct plan and spccificat`on for the system,including a lsy'c.raulie profile; VO a locus glen,to show the location of the i'racility including the nearest existing street, the sticct nri:nbei and lot nwnbcr, if any, of the facility; and the materals of cons=c?cn.and the specifcadons of the system, Al eS To �bo L °AeN o` r LOT 10 0 � 'A FF f LOT. 9 . s J (LCP 19681 C) k A (LCP =19681 C) h 0 _ 5 Feet � � LOCUS MAP ROCKWALL PLAN REF' 61 6 3=26 DEED B• b F — Z •,. , :.; s'.. a, _g _ (FND), RCS 4 ' , ASSESSO MAP.- `165 074 002 a a ZONING: RC7 &. • L — C — — Jp- a , a "° y ' .w RC SETBAC 2 10 .1 L RF' 1 SETBA KS• 30 15 15 •��� FLOOD ZONE.•• C a PANEL'NUMBER. 250001 0016 D n #120,, - DATED. 0710211992 t -"- _ , a Q -,.. • f _"" - ' ,' 'iiiiiiiiiiiiiiii Q'^ 4 - C g PLOT PLAN OF LAND k, S c> _ h6 LOCATED AT 120 MAIN, STREET . . F LOT 1 " 's -OSTER VILLE. MA 87119.3 SQ. FT. �o tiF 2.00 ACRES a' • LOT •. . • �, * • / . 3 �c \, PREPARED FOR- EASEMENT AREA p �, JO YCE' LANDSCAPING N `52'S ' • 40 5» W • • � a Y350 7p' EASEMENT MARCH 17, 2010 - AREA A . p REV r _ — e REV , I". ®�®� REV LOT 2 t'•• EASEMENT •, .,. � .. . AREA B Y�1 -� STEPH d A NKEL' ,LAND wSURVEY J. '.A DOYL r CO., INC,. GRAPHIC SCALE ,. ti so o zs so goo , �iL . 207- `cF ® 40 INDUSTRY ROAD u MARSTONS,MILIS;, MA 02648 G �1 '� '61 v TEL• 508-428-0055 FAX 508-420-5553 1 inch = 50 ft. 49 3 lJ l v / b SHEET -I 'OF 1 JOB # :54608 SH t ' 12 12 -116 - _ 16F TL.-1� G1 -1 I6 - - - _ r : L T -- - r 't _ .._ T...-�- - -- -r �- _ _C T r �- J r �._ J�7_ -. -- - - �� _ ------------- r__ 1 r• _.� r`r`� `r `c`� r _C_ _r'z'r'.r_t '�._ __ .L�z_ r_..�`r'-�_r J r_�-`r�_..r'-r .r I _r� .�_. . � "�; ---------- N � r r 1. JELLJI �r1 n._].-r. � --------- — I T I t T F 5�2 >i lC ;l7 T Wit' i[ r ?I -__. ,1 S_,_r �, � ,Y 7, i� ,,.,,_� i• �. FRONT ELEVATION SCALE 1/4" = 1'-0" 7ml W r ' L rZZ Slz_.. LZ- F. J T I ' 1-L T JIJ: — - - ]_:. `T.: f.. _t1 �J_... �:T. r LET Lla r i �Il r L t z� - �-1_ _. r - r OLSON DESIGN ASSOCIATES ELM AVENUE n I I ,-111 ',1_ix ���r 50&775<300 email-olsandesign(ayverizon.net 11rI,°I"T� FOD 1 PARRELLA RESIDENCE _-7�x 1S—wx 120 MAIN STREET 7, OSTERVILLE,MA. LEFT 51DE ELEVATION BARNSTABLE HARBOR VENTURES,rNC. SCALE 1/4" = I -0"f FRONT&LEFT ELEVATIONS D.O. GxYe"BY 5EPT.24.2007 A 1 ' •, _ 1. , r 12 T T T r C- - - - Ez ® t ® �r _ � I _ _ ® ® I _r s_' ' ��r ELT_ � Y ,-I' NN L r L r T�_ r �T r:__r Z r:.-: �-'T`T_ 1 �rT ..r�_.�L. L_C. -- r T ;: --------- L '._L , �JT J T�� fF-7-71— -------- -- — I -.- I r T l r'I-i —r'T� 1 1I1 '��T c-. t' ,,.��i' A.^, _lr.>�1- 7 t r I i-.._ 5. I I TILT 'll'II-_ �I I_[n _r T r r7 —I T I r r. I' 1 r r �"1 ,1r-, - .. L 1 �z r I rI Ili � 1= � i.,I r, T>� 7r REAR ELEVATION SCALE 1/4" = I'-0" T_rLi - rT - I I � �_F I_ T.- �' �•, �� �L - ^ - I+ Fj ®_ 7 , _j-�-1 � -.,. � 1 l � ,' S- T1_.��� _C. -�� ry., r 71 Jill I 4 J r..syI .[_ T I I 4,— I r l -r� J _ : ® �� ® Fm ® 17 H T7 J�rT r OLSON DESIGN ASSOCIATES 5 ELM AVENUE Hyannis,Massachusetts 02601 508-775-4300 Semail-olsonAesiyn@verizon.net J _ O )1 - r120�(.. PARRELMAIN STREET IDENCE OSTERVILLE,MA. r` _T RIGHT SIDE ELEVATION BARNSTABLE HARBOR VENTURES,INC. 11 D SCALE 1/4" = 1'-0" REAR&RIGHT ELEVATIONS D.O. tea, 5EPT.24.2007A �4 1/4" 24'-a 21-0' s(y 16'-a 2a-a 3'O r 2'-0 4 M1 e a GARAGE Y / \ wows.ns sertcreo m1s wAl1 2'-6'r B'-0' 2'-6•r B'-0' 2'-6'r 4'd' III O m 4 - PATIO ---_ III MASTER BATH; C III (VAULT CIEL,I v 6'd 3v T-6 W& n pl m ,'-3 /B' 3'-I I/z' 6'-2 I/2' 3'I I/2' 3'-2 J/B' - STEEL BEAM ABOVE TO BE SIZED z' •r,•-e z 6•.a-a III = p¢ a _______--------------------_________________________________________ III 3 3'-a 3'lY 3'-0' ♦ N _________________________________________ 4 GARAGE z.a UND LjLW I'I I. _____ __ ❑ O POWDER09 WIII -_ FAMILY n a Brun. cLo. Flq II�0 4 ---- -- _____3�____ I � EAlt m m II li' o t III I_- ur ------------------- __-_5___.. -_-____ 19RI�_�_________________ �L_________________�___4-___ ________DN zr b LVL nEMER BEAM WR I�' 4 I wo6e rosr ABDVC I;' MASTER - - MUD I I I„ V I I„ I I I nMP wA11 I I" i , i = „ 2'-0r 1-6' 2'-6•r4'-6' 4'41/2' li BEAM ABOVE n oN REe PANTRY 0 , 4 KITCHEN F o I V � n o $ �LVL HEADER n ' Lr __1__ ____ _-- ___- _____BEAM ABOVE____ ____________ LVL nPADER � W.I.C. - A IN.I/2'n WALL q oven BUTLER'f PANTRY; 4 4 2'L• a PORCH zs'-B 1/z' zr-1• 5 I/2' 3 I/2' B 1/2' m O II II O b Ili S"II - _ - DINING Ilm FOYER II LIVING/LIBRARY _ B IIg III III III 4 T 16•-la zl'-1• OL OLSON DESIGN ELM AV EN ASSOCIATES E _ Hyannis,Massachusetts 02601 508-775-4300 email-olsandesign@verizon.net 30.B•O e'-a.s•-a § 3'. .s'o 3'.a.s•o PARRELLA RESIDENCE r OSTERVILLE,MA. ,•-1 e'-I I ve• L 9 z q•4• 120 MAIN STREET 4 3'6 ue' I PORCH DRAWN FOR: Ir-I 112' BARNSTABLE HARBOR VENTURES,INC. P.O.BOX 483 BARNSTABLE,MA.02630 O O O O O O FIRST FLOOR PLAN 24'O 16'-0' 40'-0• Dmm By. D.O. FIRST FLOOR PLAN SCALE 1/4" = 11-o11 2,757.00 S.F. LIVING SPACE + 845.00 S.F. GAR. 5 PT.24.2007 A-3 + BONUS RM.OVER GAR. �I°'I/4°= r - - - - - - - - - - - - - - - - - - - - I I I I ROOF I I I � I --------- ---------it ------ --------1 44'NIGn. 1 u+ee waLL I s•n I.nee w RNee WNL i § ROOF ROOF I J'-B• ROOF ROOF a-z•v.l.r. v-J• I I I �DN ROOF c 130NU5 ROOM ____ T. ` 0 z3'-r '-�--- ROOF `P NLLNT. -"'---- 4'-101/4' 3'4' 313/B• I'-11• � v CIC 2'S'r 4•-6' 2'6•r4W 2-2- ° ry wee w4u ----------- ------------- II 1 ROOF m I i � II I I � ' --- BED ROOM #4 II o II ROOF p I 2.6• �___ I I 26 - I I BATH F - I I ____ _____. HALL ROOF ` 1 v BED ROOM IJ z'-6• I I. #2 3'-4 1/4• I - I 1 � � a 4 I ____ _____, �_ 5 e BED ROOM I ROOF - - - #3 I I 1 WINDOW eeAT I"-6 I/2' tp - 1 _ O7D OLSO5 DESIGN ASSOCIATES z•-6•r 4'-6• ROOF z•-6•r 4'-6• 5 ELM AVENUE Hyannis,Massachusetts 02601 508-775-4300 email-olsonde ign@verimn.net e'-61/B• B'-2J/O' 2- 2.W4• 2'41/2' 2'43H' 2'1 J'.I�B• Ip- B• ppRRELLA RESIDENCE I 120 MAIN STREET OSTERVILLE,MA. ROOF ROOF - 1 DRAWN FOR: ----------- -------------------------- ------------- --———————————————— ------ BARNSTABLE HARBOR IT-3• 12'�6' IJ-e' P.O.BOX 483 BARNSTABLE.MA.02630 4B•-p SECOND FLOOR PLAN SECOND FLOOR PLAN 1 ,549.00 S.F. + 394.00 S.F. BONUS ROOM _w SEPT.2452007 A 4 SCALE 1/4" = I'-O" 1/4°= 1'-0" 2'-0' 21'{y '1l' 16'-P 16-0 20-0' 12'O 2'-0• ___________o_____ _____________________________e F a e a - STORAGE - - 5'-6' 5- r ----------------------------------------------------- 1 ------------------------------------------------------ ____________ -------------- p i ai ,�<< p •b + 5TORAGE I -- - --- - - -- i h i- -- -- -- --- -- -- -- -- -- -- - - -- ----- - ay § ' m ' r - GARAGE � •i__ r` I 1 I ------------------------- -�- 1 -- ------------------ --- -- ------------------------------------ ---------------- -- " -- • T , 1 I '° r 1 1 ' „ � 1 1 a ;I " 1 I r � r __________ _ _________ ________ GE 5TORA 4 , I 1 ; -- - -- - -- - ---- m ; 1 1, m 1 1 l a ELEV. �; _ •'7A'W/ _ - - -- FAMILY ROOM fi 1 MACH. RM. § ---- --------------- uP --- -----------------_---_-------------- 1 i �If=---=„------------------------------m lr 1 ' 1 , " 1 l r 2'-1 C' - --• lid rr ' 1 _____________'._ __ i r __ ________________________________ ___ _ i r ' T----------------------------------------------- PORCH ' I i ' UTILITIES 1 I 1 I I — r, OLSON DESIGN ASSOCIATES 55 ELM AVENUE ELEC. WATER II ,___�___ Hyannis.Massachusetts 02601 V. ; 50&775-0300 email-olsontlesi nQverizan.net ; - -i•• --1= _ _ ��_��_ ARRELLA RESIDENCE I I r ° 4 120 MAIN STREET r 1 OSTERV__ II,LE, I I r 1 a -- ----------'----------- ---- DRAWN FOR: PORCH PORCH I BARNSTABLE HARBOR VENTURES,INC. 24'-O 14'-4• I.'B. IT-1 1/2 4 1B.- IT-1 I/2' I P.O.BOX 483 BARNSTABLE,MA.02630 1 `———————————————————————— ————————————————— —————————————————————————————— ' I BASEMENT PLAN 0a'Q D.O. Cneclm By: BASEMENT PLAN SEPi.24,2007 A S SCALE 1/4" = 1'-0° r x ' .■ e I CONSTRUCTION NOTES: GENERAL NOTES : ` 1. ALL SYSTEM COMPONENTS Shall. BE INSTALLED IN ACCORDANCE 1.) LOCUS AREA iS COMPRISED OF TOP of FOUNDATION TYPICAL SYSTEM� PROFILE WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, ASSESS" MAP: 1M FORGET.: 74-001 i y ? ELEV 47.0 SET ALL MANHOLE FRAME!OOIIE/S 10 LOT 1 O PLAN BOOK 013 PAGE 20 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, O ANY �. .r •v r+lt . WITHIN B•OF RNISH ORADE LOCAL RULES & REGULATIONS APPLICABLE. > «aT r • «x � • PROPOSm Cow 46,5 DEED BOOK 21681 PAGE 176 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED N WRITING BY FABLED 6Nil0E OYM LE MW 1ppK'N . THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED 004M DAVD Q & CYNIHIA K PARREL A FIrfSNED OiAAOE OYLJR lL BOX• 42.0 CONFAM FILL WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. 77 SCUDDER UUIE P.O. BOX 1211 BARNSTABLE, MA 0263D C _ • Coves ACWMANCE MANUw. - ..«ir 4••r �,,�` 3'UK 3. WHEN LS COMPLETED NOTIFY THE BOARD OF 2) PROW BENCHMARK : REFERENCED POINTS FROM TOWN OF BARNSTABLE ° r •*•�..' :: •; .," - r Uffin 118%llr HEALTH AGENT AND DESIGN ENGINEER FOR INSPECTION AT LEAST GJ.S. MAP 165E (MTUM: NOW 19") ,9 as ` « ,pp f•4 " j�:■ d•Mp E 48 HOURS PRIOR TO BACKFlLIJNG. THE SYSTEM SHALL NOT BE r • + r j0 ' "+. ° NV R!�41A 10'M� � -� FIRST 2 F�' TO BE LEVEL BACKFiL. UNTIL INSPECTED AND APPROVED. PROW LTOOM W : OONCRETE BOUND AT NORHLFAST CORNER OF LOT 1 ELEVATION 43.9E ..., r •• NV OUP-412 ' t�... s u + .. ': CYM1IBBt NV TO BE 4 SCHED 40 ` r 2 ZONING INFORMATION ,t• • P17iH � t x} :.' 14' 7 NV N� 30A ram j11-w�-� PVC. UN ) ZONING DISTRICTS RC O RF-1 4. ALL � LESS OTHERWISE NOTED HEREIN. SHED OVERLAY DISTRICTS: RPOD Rwo�� A ctseft Overlay DHetrHat x � � �. y RDi0Rt2D CONdIE1E 6'CRUSHED • BOT. 5. P UNSUITABLE MATERIAL IS ENCOUNTERED BELOW THE TOP OF �F; N SAS (PEASTONE ELEV), EXCAVATE AS NOTED TO THE -C HORIZON% AP Probction DTrMat s'''' �; 4 10 1-1 OOUBIE FOR A h10RIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, y.,,{/- /�-,.�., .,�.. a: 4y' x ,i a r •Y '- ,y..r t' l•. �.!:y.,.•< t••:. -✓•�' •'Y'n'o' `i^'7 • •• ♦ udI caxs�'t ?fi.• 7' tl ::,Nr -..Tr'v le"5ig:A+. aX:, • •-L'.: i •• f. , � e }:" 6'CA1�1ED TOP ELEVATION OF THE SAS _ MID REPLACE WITH CLEAN `!;AND PER 310 CMR 15.255 TO THE MNMNUI 2OLOIC REQUIREMENTS RC O RF 1 SMw 8l MAN. LOT AREA 87120 S.F. (RPOD) ,v �Y- { 1.= AALLM ONE-0OMPAgnm 80�''1'IC TAN( a C = r� E1OSEE C TORS 10 BE IIFIIOY 5 10 THE'1r HORfaOYr 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN Mt. LOT FRONTAGE _ 1D' ,a , 6' !� MIN. LOT WIDTH 100' 10 BE NSGLLED ON A LEVEL STABLE BASE 10 K INSTALLED ON A LEVEL STABLE GIBE -SEE OOYLSIMICIION NOTE F61FDN LESS THAN 3' OF COVER.A TO BE SEPTIC FFRONTi YARD 20 SIDE Hk REAR YARD 10' NO GROUNDSAM OBSERVED TMR( I1YWU t CLEANED NNUALLY z� „ i - ei�»'v#a✓vfi :$ ' c ss",„+.i a ,} y' .� Fl} ,vr selKxey..,t '° o-y `'� •{. haw '�� .,t;, .a' 9• v +.,W �l' k `�'" are � M'v�n f� z z a... ' $ y' 7. THE SEPTIC SYSTEM DESIGN DOES NOT RICiIIDE GARBAGE 12' GRINDER DISPOSALS. MIN. ZONING 87.120M - D) ALL CONTACT MAN LOT AREA = 87�120 S.F.SF. (RPOD) LOCUS MAP Scale: 1" = 2000' -r- °` 1DE � "� E THE LITIES. AT LEAST 72 HOURS BEFORE THE ,� OF � �W I 1-W-DIG-SAFE) AM UTILITY COMPANIES TO LOCATE ALL 36`MAX.-9 N. ������� �����/�� CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT FRONT YARD = 30' SIDE O REAR YARD = 15' 2` LAYER DOUBLE WASHED • • • TOP OF CHAMBER LOCATION. BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING STONE 1/8- TO 1/2' L■E/1CHM AREA W&ROMM UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION of WAY ONLY, MAY NOT BE LIMITED M THOSE SHOWN HEREON AND 4.) A TIRE SEARCH FIGS NOT BEEN PERFORMED FOR THIS SiTE MC DETETRMNm OR GEOTEXTILE FABRIC = PIPE INVERT NITROGEN L:WING UM17ATION: NIA EXISTING UNDERGROUND UTILITIES ARE SHOWN N AN APPROXIMATE TO BE NECESSARY TiTLE SEARCH SHALL BE PERFORMED BY OTHERS. 3 4` TO 1-1 2' N 24` RESIDEIVTW.: 5 x BEDROOMS HAVE NOT BEEN NOEPEHDEliiLY VERIFIED ti'Y THE OWNER OR ITS / / r- 5,) TFE PRQPERTY LIP NFDIMAT SFDNN B BASED tOl dINlF1li AVAtLABIE RECORD DOUBLE WASHED EFFECTIVE qST. LINE IN N x 110 GPO/BEDROOM REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY KMINX COWTING OF PLANS AND DEEDS, STONE N DEPTH t'- TOTAL DESIGN FLOW - 550 GPD RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE IW COW MONUE110 AND KRAND RAGS SI MI MOM MERE MTANED FROM M GARBAGE GRINDER (NOT INCLUDED) - N/A OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE ON TiE GROUND HELD SURVEY PERFORMED BY BARTER O NYE B CIMEE IIG Nl:9 RVEi'NG I ( UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN FROM SfP1E1Mlt 19 TFROIK,IL SEP1EIMlt ffi 200fx Fes-4' 4' 4' 1 PERC RATE = 2 1N1. / H (CLINES 1) IINFORM T IOOYN.FOR POSSIBLETHE R RIDES. AL NOTIFYAT THETY ENGINEER, S 2 40 2 LTAR = 0.74 GPD/S.F. VERIFY N FIELD THE LOCATION / INVERTS OF ELECTRIC. GAS, �NFOUTION OBTAINED if TOM OF i RE�DEPAR7MEKTREIMa a, ND IS NOT TO SCALE 44 AM, LEACHING AREA OF SAS, TtEOLNRED TELEPHONE & DATA/COMM AND RELOCATE iF CONFLICTING WITH PLASTIC LEACHING CHAMBER DETAIL pN VIEW 550 c;nD/ 0.74 cPD/S.F: 744 s.F MIN. COONNTRACCTD R ESERVE AALLLNUNDERc OUNDD 'urni iES AS 6.) COMMUNITY PANEL. NUA19 t: 250001 0016 D NOT TO SCALE REQUIRED. THE FLOW INSURAN AM CE RATE P DEFIES TENS AREA AS ZONES 5- PLASTIC LEACHING CHAMBERS WITH 4' OF STONE ON SIDE & 2' OF STONE AT ENDS 7.) SDEWALL AREAA.• (44' + 12�2 x 2' DEPTH = 224 SF •SiTE DOES NOT APPEAR TO BE WITHIN AN A.C.EG (AREA OF CRLiICAL ENVIRONMENTAL CONCERN). BOTMM AREA ' x 123 = 528 SF TOTAL EFFECTIVE LEACHING •SiTE DOES NOT APPEAR TO BE WTHN AN AREA OF ESTIMATED HABITAT OF RARE WIDLFE SYSTEM DESIGN CAPACITY =AREA 2 SF x 0.74 GPD/SF = 557 GPDPER NHESP MAP OCTOBER 1 2W6 'ESIMUT'ED HABITATS OF WILDLI E! - FOR USE wITH THE MA WERIANOS PROTECTION ACT REGULATIONS wo c uR 1q SEPTIC TANK SIZNVG: 550 GPD x 20OX -1,100 GAT. •SITE DOES NOT APPEAR 70 CONTAN A CERTIFIED VERNAL. POOL. PER NNW MOP USE 1500' GALLON TANK ( OCTOBER 1. 2006 TERiiFED VERNAL. POOLS- •SiM DOES NOT APPEAR TO BE WITHIN A PROW HABITAT PER NFESP MAP OCTOBER 1. 2006 'PRIORITY WMIS OF RARE SPECIE" FOR SPICES UNDER! .1�,. E THE MASSA:H USETTS ENDANKE'RED SPECIES ACT. REGULATIONS (321 CMR10) •SITE IS NOT WITH N A STATE APPROVED ZONE I GROUND WATER RECHARGE 2 42 .66' 6 PROTECTION AREA O G)•THE C:ONiRACTOR SHALL CONTACT DIG SAFE(AT 1-806-DING-SAFE)AND UTILITY C MPAFES TO LOCATE ALL DEW URM AT LEAST 72"OtIRS POW M THE START OF THE LOINTION OF OEM U ERCROW NNHTAISTRUCTtIK UIIIITE% CONDUITS AND INES�ARE�TSHOH M M APPROO MIE l�� .•-' \ �4o MMY OILY, AAAY NOT LE LYIm TO THOSE SIM WM AID HLNYE BEEN 1MWRCIED BASED ON THE W AIRIABLE UTMY REC.'O W NOTED FLE 0K THE CONIIAYCTOR AGREES TO BE FULLY RE FONSMI.E FAIR .+. \ INF1Al4TRUCTIIE AND LITU E5 E MMY I FIELD CONDITIONS OFFERS FROM PLM OLFORIMT, THE CONiRACTOR SHALL MONEY THE ENCILF}R MMEDIAMY FOR POSSIBLE REDE3T6'N. \ 6 � spa OE \ \ 1 \ \ W IDOL. LOOS Pe two DATE 1011U200e lb A- SOLI EVALUATOR: BARNSTABLEBOARD OF HEALTH AGENT \ � STE'PI•IEN A. WILSON, P.E: DON nF';WI►.l2AIS LOT 1 TEST PIT 19 TEST PIT 110 TEST PIT I11 TEST PIT 112�-. pA�O G.S.E. = 38.5' G.S.E. = 40.2' G.S.E: = 39.8, G.S.E. = 40.2' 87.120t SF Ap • 10 YR 2/1; SANDY LOAM OAP : 10 YR 3/3, SANDY LOAM AP: OAp:, 10 YR 3/4; SANDY LOAM 10 YR 2/2; SANDY LOAM 200t A 10 aEV 37.7 10 ELEV 39.4 12 ' 3&8 10 39.4 Yg,O B ; 10 YR 4/6, SANDY LOAM B ; 10 YR 6/5; SANDY LRAM B ; 10 YR 6/5; SANDY LOAM B ; 10 YR 4/6; SANDY IMAM 18` 37.0 24' 22' 37.9 18' (ELEV 38. G'E , .O.F• "�'1 �P� C ; 10 YR 6/6. MED. SAD C ; 10 YR 6/4, MEDSAND Gam' 6 r T 3 rrY C1; 10 YR 5/8; MID. SAND r Cl: 10 YR 5/8; MEAD. SAND $ � I 'am (ELEV U.5) 144 MEV 26.2) 144 (a" 27.8) 50 (ELEV 36.0) C2; 10 YR 6/6 ; AID. SANG C2; 10 YR 6/8; MID. SAND STRATIFIED 144- (aEV 26.5) 144` (EI EV 2&2) o NO NUTTER AT 144' (aEV 26.5) NO WATER AT 144- (ELEV 28.2)NO WATER AT 144' (ELEV 27.8) W WATER AT 144' (EL& 26.2) 16 Q, PERC OE- 2 33.3) o- CUISS 1 SOIL. 7` W 01•� o+ / 120 Main Street w- Osterville P 11 MA 02655 IV, 1 3 I R 2pPREPARED =:°=��..:_, • '�qR 2 I K1 Barnstable Harbor Ventures, Inc. GNP o ` , =' £q 0Ac p' P.O. BOX 483 V%CE \ ' :, (n Barnstable, IAA 026M to TME ' A Proposed septic System Plan i pR°'pO �G 9 10 BAXTER NYE ENGINEERING & SURVEYING co N I ` yl N1I (b ( C ; 9 9 M210 Registered Professional moo:►� F�'s Engineers and Land Surveyors o pFt Z.� s�OPAL EA MR _ 78 North Street-3rd Floor,Hyannis, Massachusetts 02601 g�(Z 67 Phone - (508) 771-7502 Fax - (508) 771-7622 01 M 5 �SD E 20 0 20 40 o A- � ,as FJI% �' E Bc_`. e� EL.EVATiON � pN .�og. � , ON D SCALE IN FEET W ABM " oy TOP OF FOUNDATION 47.0 M SEWER INVERT OUT OF HOUSE SCALE:1 = 20 DATE: 9/11/07 SEWER INVERT INTO SEPTIC TANK 41.0 CN 11 n SEWER INVERT OUT OF SEPTIC TANK40.7 -i SEWER INVERT INTO DISTRIBUTION BOX 39.0 SEWER INVERT OUT OF DISTRIBUTION BOX 38•8 ms P SEWER INVERT INTO LEACHING TRENCH 36-0'00 DRAWING ro SEWER INVERT AT END OF LEACHING N0. BY DATE REMARKS O NUMBER TRENCH RKS A- BOTTOM OF LEACHING TRENCH 34-0 NO GROUNDWATER OBSERVED TO ELEVATION 2&5 0: 2006 06-038 CML PLO 2006-038SP-LOT1.dw 2006-038 O N � O � i