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0174 LITTLE RIVER ROAD - Health
174 LITTLE.RIVER' -.COTUIT A =054 024 003 i 2 Fee ��----�-------.-_ No:--- - '/ BOARD OF H LTH TOWN OF BARNSTABLE 0(pp[iration-*rVell Conwtrurtionprrmit Application is hereby made for a permit to Construct (\/), Alter ( ), or Repair ( )an individual Well at: -------------------------------------------------------------------------------- Location — Address Assessors Map and Parcel Owner Address h-------- ---------------------------------------------------------------------------------------------------- Installer — Driller Address Type of Building Dwelling---------------------------------------------------------------- Other - Type of Building ------ No. of Persons-------------------------------------------------------- Typeof Well— - E,V1---------------------------- - Capacity------------------------------ -- --------------------------------- Purpose of Well-------- -------NK IN-1-------------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation The undersigned further agrees not to place the well in operation until a_Certificate .of Compliance has been issued by the Board of Health. Signed_ to Application Approved By --- � - ---------------------------------- ------ date Application Disapproved for the following reasons:------------------------------------------------------------------------------------ ----------------------------------------------------------- date Permit No. ----------- ------ Issued — -- -- - - - - - - ---------------------- date IN -1 Fee BOARD OF H ALTH TOWN OF BARNSTABLE Citation rVell 0t uctiou .�;�.�. ��� ,�o ion r hermit } :' Application is hereby made for a permit to Construct (\/), Alter ( ), or Repair ( )an individual Well at: rrz.e ` Location — Address °.� Assessors p and Parcel Ma — -- Owner Address 4--------- --------------------------------------------------------------------------------------------------- - Installer — Driller Address Type of Building Dwelling---------------------------------------------------------------- Other - Type of Building -- No. of Persons-----------------------=---------------------------- YP g -- -- T eofWell- ��.�- - - - - ----- YP - , N� 1 — - Capacity---------------------------------------- - - Purpose of Well----- - h--------------- - Agreemejg�_ The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The g gr Town of Barnstable Board of Health Private Well Protection Regulation The undersigned further agrees not to lace the well in operation-until a Certificate''bf Com Compliance has been`issued b the Board of Health. P Y Pt _ Signed Application Approved By —_ --- - ----—— —-- -- --- date ' Application Disapproved for the following re asons:----------------------------------------------------------------------------------------- . date Permit No. ------- ____ -_ - —— -- Issued-------------------------------- --------------,----------------------_- date BOARD 'OF HEALTH " TOWN OF BARNSTABLE ertcfirate Of Compliance THIS IS TO CERTIFY� hat the Individual Well Constructed'(, ( ),`or Repaired ( ) -------------- t - Installer _ at- ---�..OTC ,L/T1L.E_1�Z LVE�C. �_�- — -Cd U TGc - has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ----------------------------Dated--------------------=--- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- --- -------------------- --- -- Inspector---------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Yell Congtructioupermit No. -- - --- GA— Fee------------------ Permission is hereby ranted----- mEE ------ L------/ G to Construct (X), Alter ( ), or Repair ( ) an Individual Well at: No. -Z-1 TT/E _121!/ --L--------------------e I T�.c /--------------------- -------------------------------- Street as shown on the application for a Well Construction Permit G No. - -�` - ---- -- -- - - D;ted-- =jrl — - -- — 4/__1 .......................................... .._. Board of Health DATE ----- Commonwealth of Massachusetts 05�iy-bo?y- 0c(3 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 174 Little River Rd. Property Address r. Breen Owner tion is Owner's Nam inform required for every Cotuit MA 02635 10/21/19 page. Cityrrown State Zip Code Date of Inspection r. 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. Inspector Information S/ /qa r, Frank Nunes III Name of Inspector saa Company Name Box 841 Company Address East Falmouth MA 02536 City/Town State Zip Code 508.272.6433 13010 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 16.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 10/21/19 Inspec s Signat 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 form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: 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. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 174 Little River Rd. Property Address Breen Owner Owner's Name information is required for every Cotuit MA 02635 10/21/19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) 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: 2) 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): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 18 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments L; 174 Little River Rd. Property Address Breen Owner Owner's Name information is required for every Cotuit MA 02635 10/21/19 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): 3) 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. a. 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: r t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System Page 3 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 174 Little River Rd. Property Address Breen Owner Owner s Name information is required for every Cotuit MA 02635 10/21/19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ 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 b. 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. c. Other: 4) 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments -a 174 Little River Rd. Property Address Breen Owner Owner's Name information is required for every Cotuit MA 02635 10/21/19 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/2 day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply 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 2000 gpd- 10,000 gpd. ❑ ® 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. 5) 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 CA. 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 c Commonwealth of Massachusetts ,ip Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 9 p Y rY 174 Little River Rd. Property Address Breen Owner Owner's Name information is required for every Cotuit MA 02635 10/21/19 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered"yes"to any question in Section C.5 the system is considered a significant threat, or answered"yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate"yes"or"no"for each of the following for all inspections: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? 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)] t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 lip", Commonwealth of Massachusetts �. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments u 174 Little River Rd. Property Address Breen Owner Owner's Name information is required for every Cotuit MA 02635 10/21/19 page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 5 Number of bedrooms (actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 Description: Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonaluse? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: occupied Date t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments �. � 174 Little River Rd. Property Address Breen Owner Owner's Name information is required for every Cotuit MA 02635 10/21/19 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) . 2. 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 Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: No recent pumping 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: t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 Commonwealth of Massachusetts rd Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments -0 174 Little River Rd. Property Address Breen Owner Owner's Name information is required for every Cotuit MA 02635 10/21/19 page. City/rown State Zip Code Date of Inspection D. System Information (cont.) 4. 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): Approximate age of all components, date installed (if known)and source of information: 2000 per BOH record Were sewage odors detected when arriving at the site? ❑ Yes ❑ No 5. Building Sewer(locate on site plan): 2'6" Depth below grade: feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: >10'feet Comments (on condition of joints, venting, evidence of leakage, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments •u 174 Little River Rd. Property Address Breen Owner Owner's Name information is required for every Cotuit MA 02635 10/21/19 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): 2' Depth below grade: feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) H-10 tank appears to be structurally sound, inlet cover raised, use caution when digging there is an irrigation line over the outlet cover If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500g 6" Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle >12 Scum thickness trace-1/4" >210 Distance from top of scum to top of outlet tee or baffle �2. Distance from bottom of scum to bottom of outlet tee or baffle 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 every 3yrs to prolong the life of the system t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 Commonwealth of Massachusetts �. Title 5 Official Inspection Form �o Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 174 Little River Rd. Property Address Breen Owner Owner's Name information is required for every Cotuit MA 02635 10/21/19 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 7. 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 Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. 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 t5insp.doc•rev.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 174 Little River Rd. Property Address Breen Owner Owner's Name information is required i MA 02635 10/21/19 for eve COtU t every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) 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 9. Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0° 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.): H-10 D-box is 3' below grade, cover raised to 18"of grade, no adverse conditions observed t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•'Page 12 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form I� Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 174 Little River Rd. Property Address Breen Owner Owner's Name information is required for every Cotuit MA 02635 10/21/19 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 10. 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. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ® leaching chambers number: 7 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: P t5ins .doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 c Commonwealth of Massachusetts ,ip Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments o 174 Little River Rd. Property Address Breen Owner Owner's Name information is required for every Cotuit MA 02635 10/21/19 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) 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, no indication of past hydraulic failure 12. 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 Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System-Page 14 of 18 Commonwealth of Massachusetts ro Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments •�� 174 Little River Rd. Property Address Breen Owner Owner's Name information is required for every COtuit MA 02635 10/21/19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. 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.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 Commonwealth of Massachusetts �a Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments v— 174 Little River Rd. Property Address Breen Owner Owner's Name information is required for every Cotuit MA 02635 10/21/19 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 18 1 TOWN OF BARNSTAB LOCATION 1 SEWAGE p / ~ VILLAGE ESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO n y SEPTIC TANK CAPACrIT e av�� 4 508.9331 LEACHING FACH=:(type)(D (size) ,V Y1111,22 NO.OF BEDROOMS , Y BURMER OR OWNER L SG r P>RMTfDATE: COMPLIANCE DATE: l ^¢ 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 cxist 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 10 �y-ay• �y-33'y' 0 o AS_yg gr , —r. F J p o v 0 Commonwealth of Massachusetts Title 5 Official Inspection Form l Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 174 Little River Rd. Property Address Breen Owner Owner's Name information is required for every Cotuit MA 02635 10/21/19 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ® Check Slope ® Surface water ® Check cellar ❑ 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 If checked, date of design plan reviewed: Date NGW 120" Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health -explain: 4' seperation per 2000 compliance ❑ Checked with local excavators, installers-(attach documentation) ® Accessed USGS database-explain: TOPO mapping puts the site at 30'msl You must describe how you established the high ground water elevation: See above Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 18 �. Commonwealth of Massachusetts �= Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 174 Little River Rd. Property Address Breen Owner Owners Name information is required for every Cotuit MA 02635 10/21/19 page. Citylfown State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria)and 6 (Checklist)completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 18 of 18 'No.y �9 tl . ' - FEE jam' " THE COMMONWEALTH OF MASSACHUSETTS a �r MASSACHUSETTS � , pplirattvn for Ptisposal Sgs#Ent 01onstruc#tun Permit Application is hereby made for a Permit to Construct( )or Repair( )an On-s:te Sewage Disposal System at: Location Address or Lot No. /_U T Owner's Name,Address and Tel.No. pe-/ Installer's Nam ,Address,and Te.No. Designer's Name;Address and Tel.No. 5`r{� 3S6y o. fox Lib- j ✓yy� C:acyceAs Yo moo -t�r,U si Type of Building: Dwelling No, of Bedrooms Garbage Grinder( ) Other Type of Building No. per Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 gallons per day. Calculated daily flow gallons. Plop Date q Number of sheets Revision Date Title o T- �Wo 2�,o/se- s'Ew �; E �.s��s� s �L XS7r_Z , Description of Soil (6 '/G = Eo�NY S�N��11/0 3U _z0,-1,-,H Y�� cj /,,?Q"=_e'o-elNe S.4,vh� Nature of Repairs or Alterations(Answer when;applicable)- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the aforedescribed on-site sewage disposal system in accordance with the provision f Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been i ed by this Board of Health: Signed Date / 4 Application Approved by Date � Application Disapproved for the following reasons Permit No. Date Issued /12, TOWN OF BARNSTAB E Q LOCATION �I �--I4U�. I�L� r 'SEWAGE # ! r VILLAGE MCl Est-( (y I" 1 I ASSESSOR'S MAP & LOT � ! INSTALLER'S NAME&PHONE NO. • - V I l tffl w ,n 11* XY6 n SEPTIC TANK CAPACITY I 5 0 81933 j LEACHING FACILITY: (type)lDh //•Ga�°C (size) I NO.OF BEDROOMS BUILDER OR OWNER JO Sf✓ Brff n 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 ,I k. I _ o o �1 1 t i 10/15/2019 ShowAsbui It(1700X 2800) TOWN OF BARNSTABIE Qu/� �•('' LOCATION �11 'SEWAGE N -- vltLaG cW ESSOR'S MAP&LOT 59; S INSTALLER'S NAME&PHONE NO n - - ssvne TANK CAPACITY - 50X S83 " LEACHING FACILITY:(typa)®SwF./L-/e,d° (size).r2 Yll k 122 NO.OF BEDROOMS t� BUILDER OR OWNER DSC . I PERKTDATE: COMPLIANCE DATE:_ - - - Separation Distance Between the: - MasimumAdjustedGroundwaterTabletotheBottomoflLeaching 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(lf ady wetlands exist - within 300 fat of leaching facility) _ Feet - Fumished by A?°3/6 �y-aY 6 y•33'91 AS-yB g� .,-. - a s <� r i, - . https:/Iiitsq ldb.town.b,arnstable.ma.us:8431/Home/ShowAsbui It?mp=054024003&sq=1 1/1 No. • ! �� {S��l FEE /,*y THE COMMONWEALTH OF MASSACHUSETTS o MASSACHUSETTS c pptirntitort for Bisposat Sgstetn Cgons#ruc#ton Permit Application is hereby made for a Permit to Construct ( ),or Repair( )an On-s:te Sewage Disposal System at: Location Address or Lot No. e{l T S Owner's Name,Address and Tel.No. ac�—/ J— /7 4Xn-f.F �-7V C �osr/�/�' 3.�ee.v' Installer's Name;Address,and Tel.No. Designer's Name;Address and Tel.No. Z �00 yr�zv s v. fox (�h� r���� r2�' �+�cy4' �./cnc�vf�/ .� oaSTllU t Type of Building: Dwelling No. of Bedrooms Garbage Grinder( ) . Other Type of Building No. per Persons Showers( ) Cafeteria ( ) Other Fixtures Design Flow 3 gallons per day. Calculated daily flow �5`S� gallons. Plan. Date �i LI/ Number of sheets Revision Date Title /CT /4,U %OSC'J,> SC41A�c� ,'yS�/ SY'S7E!'l, Description of Soil (G LoifN y S-fNb 1 /0 —3 U = Comer+ / SI-AU Y 3U /do =e'cF-1�"P S.OrClb Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the aforedescrib"ed on-site sewage disposal system in accordance with the provision f Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been i ed by this Board of Health. Signed Date /� 3 Application Approved by Date �� M ly' 2_ Application Disapproved for the following reasons Permit No. 9�1, Date Issued /1 j g THE COMMONWEALTH OF MASSACHUSETTS B , MASSACHUSETTS (Ier#ifirate of (lompliance THIS IS TO CERTIFY, that the n-site Se a tsposal System installed -)rl repairyd/re laced ( ) on by for '� c�.�•: �u...C.r. at as been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. '- / dated Use of this system is conditioned on compliance with the provisions set forth below: The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. This Certificate expires on DATE �'` � ` Inspector THE COMMONWEALTH OF MASSACHUSETTS No. ` 'J , MASSACHUSETTS FEE Visposal $Vstem Construction Permit Permission is hereby granted to Z3,e 06 e2y to con sir ct ('for repair( )an On-site Sewage System located at t and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within three years of the date below. DATE Z _:27 Approved b pP y FORM 1255 Rev.9i95 A.M.SULKIN CO.-BOSTON.MA BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of COMPhance THIS IS TO CERTIFY, That the Individual Well Constructed ()), Altered ( ), or Repaired ( ) ---------------- ("/�/ Installer at-- ------- oT-�''-,cii z.c 121VsE4�----R b------------ v ! 'II oZy oo has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -----------------------Dated------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- ---- --—— - — — -- Inspector-------------------------------------------------------------------------- TOWN OF$ARNSTAB E LOCATION - SEWAGE # VILLAGE ���%�ESSOR-S MAP & LOT INSTALLER'S NAME&PHONE NO. V I I SEPTIC TANK CAPACITY ,— &o / S D 8.933 LEACHING FACILITY: l// i� / •G��� ) 12 Y11.IC �22 (type) �_S (size) NO.OF BEDROOMS BUILDER OR OWNER ph rC- n' PERMTTDATE: COMPLIANCE DATE: C,D� 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 SOIL EVALUATOR&PERCOLATION TEST FORMS V/ 114E Page 1 of 4 r Town of Barnstable BARNSTPABLE, ' Department of Health, Safety, and Environmental Services MASS. P 4iA i619. . Public Health Division lED MA'I 367 Main Street,Hyannis MA 02601 Office: 508-790-6265 FAX: 508-775-3344 Soil Suitability Assessment for Sewage Dls,�osal NO. Date: Performed By: Michael J. Borselli Date 2 9� Witnessed By: Ed Barry Location Address / (_ n Owner's Name T-71 �` 117-Co �UI/C�S fG Joseph Breen Lot#: Address,and 3821 Route 28 Marstons Mills, MA 02648 Assessor's Map/Parcel: � 0D Telephone# (508)428-1985 NEW CONSTRUCTION X REPAIR Office Review Published Soil Survey Available: No Yes X Year Published 1993 Publication Scale 1: 25000 Soil map unit CEB Drainage ClassEx.Drained Soil Limitations May be poor filter Surficial Geological Report Available: No Yes X Year Published 1986 Publication Scale 1: 100,000 Geologic Material(Map Unit) QmP Landform Outwash plain Flood Insurance Rate Map: Above 500 year flood boundary No Yes X Within 500 year boundary No X Yes Within 100 year flood boundary No X Yes Wetland Area: National Wetland Inventory Map(map unit) N/A Wetlands Conservancy Program Map(map unit) N/A Current Water Resource Conditions(USGS): Month March Range: Above Normal Normal X Below Normal Other References Reviewed: Town Assessors DEP APPROVED FORM-12/07/95 -FORM 11 - SOIL EVALUATOR FORM PAGE 2 OF Location Address or Lot No. .LOT.2A. .P.ATTEE RD. Ors —site Review Deep Hole Number. 1&2 . Date: . . . . V7/96. .. .Time: . . . .I.D!30. .. ... . Weather: . .sunny 60' Location (identify on site plan) .SEE SKETCH Land Use . .. .RESIDENTIAL. . . ... . Slope (%). 3 .-. $.. . Surface Stones . . .:. NO.. .. .. . . . Vegetation . .. ..WOODED.. . . . . . . . Landform . . . ouTWASH.. .. . Position on landscape (sketch on the back) . . .. . SEE.SKETCH. . . . . . . . . Distances from: Open Water Body . ?30Q'. feet Drainage way N./.A. . feet Possible Wet Area .?300' . feet Property Line . ?Z04 . feet Drinking Water Well .tso'*feet Other. . ... . DEEP OBSERVATION HOLE LOG NO. 1 OTHER SOIL SOIL TEXTURE SOIL COLOR SOIL (STRUCTURES. DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING STONES,MOM, CONSISTENCY.%GRAVEL} 0" 10" A LOAMY SAND 10 YR 411 NONE 30" B LOAMY SAND 10 YR 518 NONE 120" C COARSE SAND 2.5 Y 614 NONE DEEP OBSERVATION HOLE LOG NO. 2 OTHER SOIL SOIL TEXTURE SOIL COLOR SOIL (STRUCTURES, DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING STONES, BOULDERS CONSISTENCY,%GRAVEL) 0" 10" A L DAM Y SAND 10 YR 411 NONE " B D 10 YR V-8 N 120" C COARSE SAND 2.5 Y 614 NONE * MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic). . ...5AND. . . . . . Depth to Bedrock: . . ..>5Q'. . . . . . : . Depth to Groundwater:. Standing Water in the hole: . .NO. . . Weeping from Pit Face: .NONE Estimated Seasonal High Groundwater Water: . .. . . . . . . . . . ... .. . . . . . . . . . . . . . 1 FORM 11 - SOIL EVALUATOR FORM Page 3 of 4 Location Address or Lot No. 5 Little River Road Y Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole inches ❑ Depth weeping from side of observation hole...... inches ❑ Depth to soil mottles ....: .. .: inches ❑ Ground water adjustment ................... feet Index Well Number .................. Reading Date .................. Index well level ............... Adjustment factor ..... ...... . Adjusted ground water level .................................................. Depth of Naturally Occurring Pervious Material Does- at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? Certification I certify that on June 1995 (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. t - Signature MAA Date 5/7/96 DF,P APPROVED FORM•12/07195 1 FORM 12 - PERCOLATION TEST Page 4 of 4 ' Location Address or Lot No. 5 Little River Road COMMONWEALTH OF MASSACHUSETTS BARNSTABLE , Massachusetts Percolation Test* Date: :.5/7/96 Time:, •11: 15...a:;m.;. Observation Hole # 1 Depth of Perc 4011 Start Pre-soak End Pre-soak Time at 12" Time at 9" Time at 6" Time (9"-6") Rate Min./Inch less than 2 min/in Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed ❑ Performed By: Michael J.. Borselli Witnessed By: Ed Barry I poured 24 gallons of water in the perc test hole. Comments: ........::::..,:..::::.:::.::::...:::.. .....::.:::::...:::...,.::....: ..:_:.... w..�a.: -..w It drained in 6 minutes. DEP APPROVED FORM-12/07/93 APPROXIMATE LOCATION F PROPOSED W FROM PLAN OF •R C R 0 LOC 0 0 0 OSED WELL M E 0 D UNABLE TO DETERMINE THE ACTUAL LOCATION IN THE FIELD. rn 0. 0.' APPROXIMATE LOCATION OF EXISTING LEACH PIT FROM PLAN OF RECORD. \ / 0 ter- t- 32 -- } LOT 6 5 x 31 .2 CB/DH / PROPOSED WELL SITE FOR LOT 5. x NOTES: 31 .600� 1. HOUSE NUMBER: 174 3 2. ASSESSOR'S NUMBER: 54 24.3 3. ZONING DISTRICT: RF / 4. FLOOD HAZARD ZONES: C o 7 INFILTRATORS WITH 4' OF 2 \ STONE ALL AROUND AND 18 M 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN M ' ON THE GROUND INSTRUMENT SURVEY. 1' of STONE BELOW. x 31.6 31.7 �50 LOT \ 6. ELEVATIONS SHOWN ARE BASED `ON THE NATIONAL GEODETIC VERTICAL DATUM. 47, 91 7± S.F. 7. REFERENCE: PLAN BOOK 479, PAGE 92 BENCHMARK: 8. BENCHMARK: CONCRETE BOUND WITH DRILL HOLE AT j CONCRETE BOUND '�, x 30.1 1 WITH DRILL HOLE. 0, a THE N.W. CORNER OF LOT 5. ELEVATION - 30.52 ELEVATION = 30.52 x I o � 30.3 86' W. ����ON o C� Ln _Tf. X 5fl�\c P�K Q "`� J 45' SEP �1' PROPOSED �" / x 30.7 cn / R HOUSE �6 /FF= 34.17 2199 rn. x ,313 0 PROPOSED i x 30.2 ,30•8 X TP 2 �( GARAGE 143 �_ / 1 G cn 5 o f g G 110, 3 1 n _ 9� 318 30.7 x 30.7 10 g3 31 ``--CB/DH UTiL_'T Y POLE (TYPICAL) 29.0 6 EVIA Y Aj o sFo pR� X P� TP , �- `-�'' 50,3 ANNE G. GOULD ET ALS WELL HOUSE #177 05�0 pop ; l x 2 9.9 �S0 CJ Q � x 29.3 x 28.4 x 30.65 DENOTES EXISTING ' SPOT GRADE NOTICE ( x 28.4 Unless and until such time as the original (red) stamp of the DENOTES DRAINAGE FLOW DIRECTION responsible Professional Engineer, or Professional Land: Surveyor ' J0.2 DENOTES PROPOSED SPOT GRADE appears on this plan: (A) no person or persons, including ony municipal or other -- public officials may rely upon the information contained herein- and , 30 DENOTES PROPOSED CONTOUR" p y y p -t (L) this plan remains the property of Holmes & McGrath, Inc. Q; ,• L 0 T 4 m " a �5 DATE DESCRIPTIONlDrawnIChecked -.1 cv R E V I S 1 0 N S PLOT PLAN OF PROPOSED SEWAGE DISPOSAL SYSTEM PREPARED FOR JoS EPH 'BREEN _ I FOR LOT. 5, LITTLE RIVER ROAD IN . COTUIT MA GRAPHIC SCALE BARNSTABLE 20 10 0 20 60 - >, SCALE. 1 = 20 DATE MAY 29 1996 or : . holmes and me 'rath inc. ,:. IN I IWC -. FEETEL c , R andsurveyors`crvll en Ineers a lane .., g -LLf inch �. 2Q ft. LOT � d 1�t L c 200 male -street 35 faImout_ 02540 .. h ma. Q DRAWN. SJS CHECKED.:ECK D - 4 3 .6 3 � i` i 9 .. 1 SF c� 2 i 6 6_ DWG NO HE T JOB N 12 E- 9 126PP.DWG o. _ 6 u , y. w, , ,. ' r . „ „ , w , I'll I e r• ,:. ,.. , ..x , .` .:.'` r. r, , r ..., 1.., r -n ,.. .�.,,,, ,..: `l .• .. ,, . .• , , .it •, k . ,e w ., :.,. w.. :. .. x ., .. 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SOIL III 11, Ir I. I. I. 0 0 ER S L X ..1 TE TURE S01: L CO _,R LO IL 0 stR UC R h +n %. 'N r v e t m li I awa a a m of 2 a F+ r h a e nd adac nt s to s a o e ;n ode bo a o s t s,', H DEPT V j Ys P Y ELE HORI _ , 9 ZON , G , SDA srori E Mun ell s,80UlDERS :,{ s ,. ) M TT' _ ..,.O LING - co�srs ; IIIJCY %GRAVEL "I 4 i iro he ule 40 PVC`pipe t+ t oints . ,; d am cast nor Sc d h -.II N*�.II 1,I LI�I.i I ,�I I.,II I I.�,.�I.��II 1I_.I�I_._I*�-I I117..1 I_- ., P P { 9 1 ) p 3Q 6 , , i p , In. n uil in e e le chin gym 20 m d sta ce b d to d of a s ( 9 9 9 Ys ) 1 A 0 LOAMY- _. 29 7 SAND 1 Q YR 4 1 . , i t nce 1 m n. dts a 0 ,. AM B L D Y.SAND _ 30 51 yDYR3B - . • 20 C 7-1_�..I TII,II�.IL,-_M'..:I_:I.����:,I II1!:�)I_I�'I�,I14II��_.._I I I,.1,.I�I/7/I I. 20.6 COAR A 25 Y 614 •:. ,, ,: _ _ SE S ND mov bl v r wi h I.I.I I I�I,I I..I\�.I I,I I���I I I.1-�I,I-.,.1�I I--I,'I5d IIr��-II-,.--�.=.��I_I I 1�4.Iz I.1�1__I�7 I_-II',,�__.:I I_1r,1.I I I_.--,�,I1II I��:.il-I II. in 3 Re a e co e s t l = 41 „ First fluor e ev. 3 7 . 6 of finished,grade Ace" H es n Tank to -- cc g al .' , -. be 20 in Diameter s=0.02 + ox ,4 D st b SOIL TEST E T ate o _ ! kf D f soli test, 5 7 96 0.02 2 s-0.01 C can Bac ilt Te � ta ken aken b M. BORS L I leve 3 MAX. COVER WITHOUT VENTING : Y EL + v iu ee Results witnessed b E. BARRY , Per I r eo atian . ate. in. I ,� 2 m nch la er 2 of 1 8 r Y / Ground water N , SEPTIC TANK „ NO E ENCOUNTERED 4y rr) o 0 0 ° o 0 0 0 0 0 0 0 0 0 0 o O o 1 2 washed stone r... � � � 'ch O O O O p. O O O O O O O / , , N xBs--- o 0 0 o a o o 4 0 0 0 0 0 Foundation 1 OO`GAL. as o 0 o p o 0 0 0 0 N , o 0 0 0 0 0 0 0 0 0 0 ° O O O O O O apppaaaa ap DEEP OBSERVAT{4 H N � o 0 0 0 0 0 0 0 0 0 o a°o°o°p°o°o°o N OLE LOG -NO. 2 deSl n N n 9 II a o 0 o p o 0 0 0 0 0 0 0 ° o 0 II N o 0 o 0 0 0 0 ° o 0 0 0 0 ° a o 4 ft. of 3 4 t0 1 2 washed < O O O O O O p 0 - O Q 0 0 0 0 0 0 / / �/ L "by others > ° a o 0 o a o o � II o 0 0 ° o ° o 0 0 0 o a o p a+ > i I o 0 0 0 0 0 o a o o stone al! around infiltrator ,. . : I I o o p o 0 0 o a o o OTHER ,, - .,_.. > LJ "U U L 'A '.0 L L v v v v v v ".i L' L' 'G C, C, 'G 'G SOIL SOit TEXTUIRE SOIL` COLOR I' o> y - > > o 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ��Q L (StttilURESr _ - y o ° o 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 ° o _ - - lev,=26.6� DEPTH ELEV. H RI T S � 0 ZON {USDA) Munse(f MOTTLING S Ot�E.13txn.L�tRS, , a _ - C > , „ s >, CONSJSTENCY %GRAVEI _ > 4-0 -0 - 3 4 0 _ c _ > a _ c 0 0.3 2 . o _- o u A 10 LOAMY SAND R 29.3 1(7 ?'R 4 n �..S�EI N ,�� `PROVIDE 6 LAYER OF N , , N t Sc 6.4 t of o a e » COMPACTED GRAVEL UNDER • B LOAMY SAND PROVIDE 12 LAYER OF II 24 28.2 10 YR 5/8 TH P 1 TAN E SE T C K ;MA RAV C CTED G EL UNDER a� „ - 1 C y TH 1 TR TI w 20 20.2 COARSE SAND 2.5 6/4 E D S IBU ON 80X . . S 20.2 BOTTOM OF TEST HOLE , .,' IG RI RIA lE 1..E__ i „, ,,' - i r f v I Numb o bedrooms. 5 E ul a ent to 55Q a . s da q r I i . Ga ba e s osa unit. N_g d p o I i Leach n area ec act re �rlred, 550 al. s da Y cap act q � • ,. 9 9 Y . id area r os d. 4 s . ft. . : . ,..S P oP e 0 q GEN RAL N T Bottom area proposed. 561 sq ft. , I r r f Tota a ea p oposed: 801 sq. t. 1 N ' Pro osed leachin =ca acit 593 al. s a o change to this system shall be .made;unless p 9 p Y 9 /d Y r , pp oven n writing by holmes and me rofh, inc. . W r su 9 ate PP � G-�t 2 Sub ect to ins e tion rin ca r tin ;_ . Y q ) J P c du g nst uc o ,b the r t n , o n Board"of Health an Im n r. Precast co net e u Its H 10 i adl design d ha es a d me ath Inc. , -Q. 9 9 9 3 H av on r + n e c st uct o equipment shop not tt vel Ya over disposal s tem rin or f_ P Ys du g a ter construction. , ' 4 i F D s osa r s tern to be const ucted in accordance P Ys wl i ! f h t T t e 5 o t o State Environmental Code. 5 A co of these lan s must be kept on the site - PY P P ., . dune the time of c n tr t+ n ..'. 9 os uc o . 6 _A e n co of th e la m f r i s s ust be unshed' to the ,, ) pY P _ LET HOLE' , ... , con r r r tr t acto coast uc n the dis of s tL pos m 7 9 Ys Before bockfillrn the h 11 controctar s a n if 9 t _ I Y � , holmes rid m r t + r r a c a h, nc., o the Boa d of Health , 9 , A + h eat to ns ect t e s tem as c nstruc f :- , 9 P Ys o tee. 8 If he n r r_ t co t octo encounters an variation between , , r- , the ex stin conditions hown' n h g s o t e plan and the 6 !!- - conditions encountered on the site, or an soil __ Y I » _+-�- L- condition different than shown an the sail to or , 9 11 , , , JC- C .. an adverse sort the contractor shall imrhed+atel ---'`� � Y Y l contact holmes and me roth inc. Holmes and -- _ �- 9 ,, - mc rath, Inc. w+U examine the soil cond,tlon - 9 and report to the own n P er a y suggested revisions. 34 ;: 1 6 -3 I -- ,. . TYPICAL HIGH CAPACITY INEI TRAT R - �. 0 CH 20 LOAD_, ING� .` NOT TO SCALE ,: 10' -6A , „`;, - a .. , ♦. y A A C A .. » LL C ESS M NHOLE COVERS FOR , z + m r A I 3 2O D a ete caess Ho es EPTlC TANK I TI N X - ' . S , D STRIBU O BO , . , AND LEACHING STRUCTUR T M R ESE 0E i /'- THAN 6 BELOW FINISHED GRADE, . ., _ - INLET , OUTLET SHALL BE RAISED TO WITHIN 6 OF _ - FINISHED GRADE. ._. .__. ' * , ,. FRAM E & COVER STEEL REINFORCED PRECAST CONCRETE » , » OVER T S WHERE REQUIRED. . PLAN VIEW r PRECAST ONCRETE 3e REMOVA LE COVERS_ OVERS 3 TANK RISER WHERE REQUIRED a IN TA TIT P y S LL TUF E S EED LEVELERS , - 4 . . . ALL OUTLET PIPES FROM THE ON ALL OUTLET PIPES I ' - 3" min, clearance required , „ DISTRIBUTION BOX SHALL BE c - » q - INLET T ' „ SET LEVEL FOR AT LEAST 2 Ft. 12 CONCRETE COVER INLET 8 I 6" min 2 min. in et to outlet OUTLET 1 0" min. c - 2" - � .-- 3 5 OUTLET Liquid level E .1 1 s �7�. q 2 r . 5' -7" KNocKouTs DATE DESCRIPTION Drawn pecked c ¢ ✓ )` . I� i „ R E V I S I O N E A BAFFLE t I t 15.5 INLET 12 �j S A OUTLET o � / - „ „ 8 d - 6 » 6 8 PLOT PLAN DETAILS J �„_� , 2 - :. .. . o IC QF PROPQSED SEWAGE DISPOSAL . SYSTEM . 3 15.5" ', ' " i.75" Unless and until such time as the original (red) stomp of the PREP < ., ABED OR 5 -8 responsible Professional Engineer or Professional nd Sury r 10 -0 p g La eyo "_ e rs n h i i PLAN SECTION CROSS S TI N a a a t s an. EC O PP P JaSEPH E3REEN r (A) no person or ersons, includ+n an municipal o. other_ - P 9 Y P . END SECTION FOR LOT 5 L1T, R v CROSS SECTION TLE 1 ER ROAD public officials, may rely upon the information contained herein, and B thi l n .n N 3 HOLE ISTRIBUTION X ( ) spa remai s the property of Holmes & McGrath, Inc: D BO TYPI A l A P T I C L 500 G LLON SE TIC TANK Co u T MA , NOT TO SCALE BARNSTABLE NOT T A 0 0 SC LE ,,.,, SCALE• AS SHOWN A M Y :, D TE• A 29, 1996. ,n , �� o r g� _ - °�" 1 g� h oIme a m s rid c rath Inc. . , I � W . J.. ci vil en Ine rs and B Qu R� 1 e n lan curve ors � 9 y A L(_P ,�u rt -d 200 main street . �a 7r y� '3 V P aim uth ma. 0 �4 2 0 ., , �c r c , ,' D SJS e I I��� :%II II II. I I.I�II.,..I M 11�II I�. .I II�,,.�-_.I__II_�..__.�_I_I I�I1i.�I.Ir- P ,. _ RAWN. 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I I I I I I I� I :�: �` , -, I � : -- I � I I I I I I I I � I I � . I � I I - I I 11, I � � I�., �, - n , I ,� �I . I . � I I I I I I I .1 � I 1 � I I - I I 1� I I - � I I I PROPOSED WELL SITE I . I I . � I I I I I - ��, . '. .1 I 1� I � I � ." I I � 11 � 11 I . I I I I I I I � 1, . �� � I . � I I 1. - "If .1 � I . I FORLOT5. i I I . I I � �, : 1111, 1. 11 , I I I . : I - I I I I . I . I � 5c;,�: . I I I I � I'll � 11 I � I , , I I- � . � . - . '\� I I . I 1 11 �, I 11 . 1 . 11 � . , I / , I . . voe� NOTES: . I . - I , -�� I 11 I I 11 11 I � 4 - - I � I I � I I x 31,6 . I I . I . I .. I I - - - �I I'll �141,� I ,I �, I" ,�, ,1:1, I - I . I - I I I / I I I . I I -� - '� � I . � � . I I 11 I I - �- - "", . I I I I I . I - I . I � I ''. � , , .1,11 I - - I - . 1, - I I I � 1 &��6.�6 . �, . I I - I I I I I I I I I .11 I I 11 I � I - I I I I . I � I I 11 I � I . 1i I ". 1�11 , . � I I - I I � . 1. HOUSE NUMBER: 174 1 . I I 1 I � I ,. � ��, - , 1- . - I - � "I I I I I I I � . . N- � I ,� I � - � I . I I I � �� , 1 � 1� 4, � � 1.� - � . I I I ;�* I I I -\ �, I 11 I . I , �� 11� - I '. 11 - 11 � I I I 11 I I .11 I , ", I ,�:, 1 11 I � I ,. I - jlv . I - I , I I I . � � � , 2. ASSESSOR'S NUMBER: 54/24.3 , �� I . I �� � 11 . , 11� �111 %, 111. �� I I � I n -, I � I � 'I 'll, ,��, I � , , I I I I I � : x � I I � ,� - �'t I � I % I I I I I � . I . I I 1 I�, I ,. .1; .��', :1,,� - ' '. I . I'll ' 'I 11 I I I I I :,- U-) 1 -5�.5 3. ZONING DISTRICT: RF � I I I 1.11 I 1. I I �, ',� , - - I I 11 I I I I I I I I * I , I . I 1,,,,, 11 �,- - � - I 11 I 1 I I I N C,� 01 I I I I �, . I ''I � 111 . 1 I I I � � I I I - �� I� �I"I''. I 11 11 I - . I � I I I I I I I � I I :� r, I I � I � 4. FLOOD HAZARD ZONES: C � I I . I . . - . 1, I �11 ��, I'� I � - . I . I I I I I ; I I I I", I I I � � I ?I . I I I I I (O N I I . I I I .1 ,� I 'L � I . , ". ;":, , I I. , � "I . I I � � I I 0 � -t I '�- TION COMPILED FROM AN ' � � I I I I I ,-, , ,,�, �-�' ,� . ,,�:, 11 I , � 11 I I - . I . 1 7 INFILTRATORS NTH 4' OF �,?� , ,\0 I 1 5. TOPOGRAPHIC INFORMA I I�� � . L 11� I I ��," I I . I I I I I I I I I I I, I j" - �": ,I I ,� I � I � I U) . I � I . . I - 1�: I I ,,, . � I . I I � . I �, I . I . � I I . . - �1, 1. I I I I I I STONE ALL AROUND A \ i , ON THE GROUND INSTRUMENT SURVEY. , I � I � � I I . I .1 1.� I .,- �.. �,, %,:� , I L I I I � , - 1 I 11 I 1 � I I I I I I 1 31.7 11 C; ; I . I \-\, I I I I . I . I I . Y " .��., -I, 1, � - I t 1. 11 I I � ,-;� I I I 1 . , � I 11 I I I 11 . 1' OF STONE BELOW, - : I I I / I I - �. I . I � 11 - - I . I : , ,- I I:- 1. v� I I . 11 I I I I I I I I .. I x 31�6 1 � 6. ELEVATIONS SHOWN ARE BASED ON THE NAT10NAL , ,, , I - I I "- . 1 . . I .1 I - I I -1 I - I .. I . 1 I . 1 il I. I � �el - 11 1'1�1!1� ''� I ��,�,. �- I I 11� -. 11: 1 � 1'� , 1 : I : I' ll . I � I I I LOT 5 1 1 . � 1 - 11 I I I 11 . " - 71 . I I I � � . . . . .1, ' '.. �-", - I - , , I I I I I GEODETIC VERTICAL DATUM. I I I I I I � I 11 , , I'I, - � 1, I � - , � ,/ , , " 111� I I 11 I I I I I I . I I I I - I , �: , I �� ��11 - � � �, " 11 I I � I . I I I . I I . I I . I � , '�, I � � I I . 1 7. REFERENCE: PLAN' BOOK 479, PACE 92 � I � I � I -� � � -1 ".� � ; ", �, I � I I � 47, 91 7± S. F. , I I � . I � � : ".",� � - , I I i 11 I I I 'I, I .I , :, I ,- �,� �, , I 11 ,I I I I I I I I I I I I � � ' 1 . I -� � I - "I - I I � , 1, rI I, I " 11 11 I I -1 I - I I � - . ,% I I BENCHLAARK- - � � I 1 8. BENCHMARK: CONCRETE BOUND WITH DRILLHOLEIAT ` , 1 , � 11 1. ,�, I I I 11 11 111 �� 11. � I 11:� 11 - - I I . I,- � x 30.1 ' I �, I I 11 I . � CP� � I I - 3;: 1 � THE N.W. CORNER OF LOT 5. ELEVATION = 30.52 1 1 11 - ,,,ill I I I I � 11 I I I I . I I 0) - . 1, � � I, I ,� 11 - 11 I I ,. � � , , . . I I I I I WITH DRILL HOLE. � I I 4 ( I I I I . . �,-�, .1, 11 I �t Lo ,� I I � I - iI I I 11 I I AC I I - I I I'll, ; , I I - � I '1- I � 11 I I ELEVATION = 30.52 1 0 I I I 11 � I . ,� I I 1. 1. . � I � . 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I I I I � � I I 11 I . I I I I 1�1111 �, I I � I I I � �1 .-� , I I . I � I I , - I 11�r zo I I I I I � � I I I � I I � . I 1 . � 1! � I I I � . ,� , 11 . I I � I I - I ., ' 'I .1. : 7 I ,� I - : " I �. 11 1-1, : I I I . I I 0 1 Lo x 29.3 x 28.4 1 x 30.65 DENOTES EXISTING SPOT GRADE I �-,� �,rr NOTICE I I . ' I - I I I I . I., .1". . �, I , , 1.�I I I � I I I .1 � I I x 28.4 � � I I I Unless and until such time as the original.(red) stamp of the .1 I 11 I.. 11 1�1 I � ,- � "I I I,- I . 11 I I I � � . � I I I 0: C� I . � I I . I I � ; �,�� I I I., 11 - � -I I I . 11 � Z� n . DENOTES DRAINAGE FLOW DIRECTION - responsible Professional Engineer, or Professional Lond',Surveyor - e �, . I ,�� I I I r I � I I I I I .. I I I I .. i I I.- � I I I .1 � I I . I C I x JO 2 DENOTES PROPOSED SPOT GRADE 1- appears on this plan: . I I I' I I � 11 11�11 . r 'I', I 11 I .1� I I � IF I I � I ,�14%� I . r � I � � I I I I I I i I : I (A) no person or persons, including any municipal or other , � . - ,. I �, ", � � 1%� ' , I � 11 I I � I I 11 I I . � ; - I I ,I I , � I I i re � 11 , : , ---�, , " I� I, . I I . . I public officials, may rely upon the information contained he in; and I I 11 1. I �, �, I - .;) I � I I I '', I ,� 11 I", , I � 11 � I cll:� i (B) this plan remains the property of Holmes & McGrath, Inc. - �� .1 I 11 I ''.I I , I I I 11 � I , . I I ro'! ." � i � � � I I � . I I 11 ,I � � I , � I I I I i , 11 . ,I 4, � I I . I I I � -L-Li I I I . � I � I . I I I I I I I I ,� I - - I I I I I I I I I - I r I I � I I I I I I I --, : - : � � I I . � I I a I� 1� I ,I , � I� � I � --- 2 � I � I � � I I I I - �, "I ;I . I I I I . I I I I , - I I ", I 11 , � I 1z -i 4 LOT 4 � I I I I I � �� 1 . .1 � '. 1� I ''. I I 11 � 'I" � I I I CD . / ! I I I . 11 I 1 . � -11 : 1 11,,,�":11 I - 1-1 I I r I I --) � � I .11 '. �I,�A � I I a- � . - I I I I I .� ! I I I ,� �- � . I I I I I 1� I�. I I 11 I i , I � 11 I . � . . - . 11 � . - I I I I � 1 . .�, , �- � I I I 11 � I I I I I/ . I 11 I � I I I I I � I I 11 1 I 1�1 11 .1 � 11,'� ' : -�, � I I I , I I -� , �,- ,, 1 � � .1 I ; � I "d I 'I, I , . ,-� , 11 I I �.. -,� .. �- "I I - I w ---!�: . I . --T , - I I I I 1 5 I � I z - I I DATE DESCRIPTION , D a nC cke � " .1 - I I � r I I I to zo I I r W� he I. , �" � , I 11 �� - -, - I � I . I I I . I . -Ir - �, I . I I I I e zn (0 I I - I . I ' 'I I . I I I � � I --� 0) tt� � � I : . I I R � E V, I S I 0 ' �N - S , I 'll 11 I 11� 1 11 ,� ''I I .11 I � I I - - I e I r I I - I �� I - � I -11 � I I I I I I I � -j 60 N � - I I . I : . - I I..'"I, I 1�4 1 . I I I . 0 I I . � I I I,1 ' I � ,I ,� I.,I I I � I I . � � I I I I ,, � .1 - I .�, N 0 PLOT PLAN � I 1 - . � . I" I 1 � I I ' ' I I I I 0 . I I : . I I - I I I I I I 11� , ", � -:� 11 I I � I 1 . I I 11 � I � I I - I . ' - I I � I I I . f 11 i I I I I 11 I I . 11 I � � � 1 � , I I I ,� � - �- . 11 I 1--.1 0 F PROPOSED SEWAGE DISPOSAL SYSTEM . I � ,�O 1� - I I � I . I I I �, I I : ' ':,! ., " I I'll I I I I I � . I , � I I I I . I I , I IIJ I . I '"'. �, - I �, I � . I I . . R - �' ' . . : � I � . - -, I - I � - . I I 'll �) -', 1: � I � I I . 1, 11 I ` ' I � , . li , , I � I I I . I � � I I I � 'i � �� � 11.1 I I -------� - -� - . JOSEPH , BREENI I I I I , . 11 I li: ,:11 1� . I �'111 11 - I I I I I I I I I I I ,I ; I r I I � � ' � . I � I I . ,,,, - ,I I I I I I � - ,I . I . � , :�Ii 1 . �� -- I I 11 � .1 I I I : . FOR LOT 5, LITTLE RIVER ROAD-, 11 11, I 1. 1�il, I � � . I I 11 I - � I I . 1 I I I I 1. - I I . I I . ,�:,% i 1 .111 , .1 . �� I � I I �i � ,� I � I .. I - �,JN I , I . - I . - I � - I . � � I � I I I - I. I ...I I � - � I � I . j � � , � I I -1 � I . I 'i 1. � I , � I � I �I I � M-1 I I I I � I I GRAPHIC SCALE 11 COTUIT I� BARNSTABLE, .. I "I I . 'MAI� I I'll ,� , -�. .� , I , I � I � I ,l I I 1 .� I - I I I .� I .13 I I I - I I I - 11 . I ��11� 1. . I I . I - - . I I I I I I " �� � . 1 . � I I I 11 '' . I ,,-, � � I I 1. - �i - . I I � . I I I . -I � 1�1 I , ,, � I I I I I � , � . I I I I . I � -, V I I I ,�,�i,4 ,, - I , , I 11 I 1, ,� I I I I 11 I 11 I � � � 1 20 10 0 20 . I !-:�, �%", 60 1 � 1 . . I - " � .1�-IL I -�� I r � 11 . I I I I I I I I I I .1 I , I "" I , i I 11 11; � e I I I I I I I I I , � . I I SCALE: . 1 ", = ,2 20 DATE:'MAY 29, � 1996, 1 11. I j . .� �A, . -, - ;; , �' ' � I I I I 1� - e I I I . I I � I I i k=!!� i a I I . I I I-��t\ 0 r 91,4"s, -.. I .I 11 I I I I � I I . I � I I I , I- -. I I "I ; I I "I I I I'll I 11 I � 11, I . I I � I I ff-� 1 �9- . holm' es and mcgrath, inc. - , 11 ' 'I I .1 �- , "':,, , " I I , � . I I . I I I 11 , EL I I ,�,, , I I � � , . I - ( IN FEET ) I ;1 I -, M� P ,1� � � : � "t " i 11 i � - . I 1 11P U � A .,� , � - I � . I . I I . I I I - i I I I ,civil engineers and la,nd Surveyors I . 11 . 91z- I QFLLI , �� M ' i I I I I I I -1 inch = 20 f t. . � I I I I - (�' �' I �1 I . � I . I I I I - I I � � I I . I � - 11 I I � I � I I 1 '200 main street . - � I 'll I j,41L I , , ; I 'll , - - I - I 1. �� / - . . I LOT 3 1 � I I . I I -1- � . I I I I I . .1 I I � I 11 .� 5 ��' '31, - 1 1 � - � I : .1 . 11 I I ' ll , I I I � . I I . I I I � I I I 11 I �.- .1 I I ,� I I , o. -0 1. I 11 - 11 . , I \ 1 I I I -11 . 1, I �, -� I 1 � , I I � I , I I - I � ., '-, I I �, . , �. I I - I I I � I I I - I � I I I falmouth, ma. � 02540 � I I - I :, - - :,,� � , , I ." I - ": �, I I I 11 I I I I I I I I i I I I 1, 1: I - - 11 .1 - , ! 11, ' 'I 1, I , - I I �. � - � � � . � I 11 I 17 .�, 11 � I I � I . 1, I I � I . I . , 1, � . I I � I " 11, 11 � 1, I - ��-. I-�,� - ,.- I I . I i � 1. � . Yl�,�Rll� .- I � . :1. , " - I i- I I - I , I- 11 � , � ,� I I I I � I I . . � I I - I I ,CHECKED' ,,"' - 4,6 1 11 i - I . .,DRAWN: ,SJS ,, � �. L, - -� � I , I I I I .1 � � I i 11, ��, � 2 � I - I ,� : �b , I - � -11 � , I . - , � � I � . 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I I �-- :L-' � .. , I -�1.I "�:,'-. , :1 I� � I-.1, I 1,. . 1, ,� , -1 4 , �� I�-- I-� � . - I I t � I I I I I I -- I I ---.I.- -,-- �--.-�---... -,;�- 4----,,-- .�- - --ill.-. .1,-- -- -- - I - , "" - � 11 I I � I . � I , 11 11 I I I I� I I I.1 1, I � I I 11 1� I I � I I I . I I I I . I I I � � - I . I ..I . I � 1. I I 11- � - I--�--�.- I I 1, I-� -- . � � . I 11 .1 � � I . I,� I L,I I -- . � ,� . I I� I - I I I I � - � I , C. r w }. DEEP OBSERVATION HOLE LOG NO. 1 - <: OTHER ; SOIL SOIL TEXTURE SOIL COLOR SOIL (S1RUMRES, STONES,BOULDERS, ` DEPTH ELEV. HORIZON ' USDA Munsell MOTTLING ' - Finish grade above and adjacent to system shall slope away at a min. of 2%. ( ) ( ) CONSISTENCY,x GRAVEL 4" diam. cast iron or Schedule 40 PVC pipe (tight joints). 0" 30,6 20' min. distance (building to edge of leaching system) 10" 29.7 A LOAMY SAND 10 YR 411 10' min. distance 30" 28.1 S LOAMY SAND ' 10 YR 518 a 120" 20.6 C COARSE SAND 2.5 'Y 614 First floor elev. = 34.17 3-Removable covers within 6" of finished grade - �- Acces§ Holes in Tank to == be 20 in Diameter - s=0.02 Dist. box SOIL TEST / Date of soil test: 5/7 96 - - s=0.02 2 s=0.01 Clean Backfill Test token by: M. BORSELLI level I 3' MAX. COVER WITHOUT VENTING i uId fe'v9I Results witnessed by: E. BARRY " Percolation rate: 2 min./inch �* 2" layer of 1/8" to Ground water NONE ENCOUNTERED SEPTIC TANKS o� y orn '� ° ° ° ° ° ° ° ° ° O o ° ° o o ° o ° 1/2" washed stone DEEP OBSERVATION HOLE LOG NO 2 OJ �t `t o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Foundation N N 1500 GAL. oa .- o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O D O 0 0 0 / jl �� ��� N O O O o O O 0 O O O O O O O 0 O ^"��-'{1T� - (p O O O O O O O O O 0 0 0 0 0 0 0 0 0 design II II ��-- -=�—� N N o°o°o°o°o°o°o°o° °o°o°°°c°o°o°o°0 4 ft. Of 3 4" t0 1/2" washed b others > j II 0000000000000000 O00°000000000000 Y �, tl o 0 0 0 0 0 0 0 0 0 0 0 0 o stone all around infiltrator OTHER a� > II II °0°0°0°0°0°0°0° °o°o°o°o°o°o°o° SOIL SOIL TEXTURE SOIL COLOR SOIL (STRUCTURES, a, N y N N 1 �'0t'O4'0L0ti0,0,0 O 0`0 Ov0"0v0`�0�0 O['0'G 0L 0ti 04'Oti Ot'0T' _ a) v a) o 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 Elev,=26.67 DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING STONES,BOULDERS, 51 H-10 °' v — „ d5 5 4'-0 3'-0" 4'-0" 0" 30.2 CONSISTENCY,x GRAVEL _ c PROFILE 00 0 10 29.3 A LOAMY SAND 10 YR 411 PROVIDE 6" LAYER OF 6.4' COMPACTED GRAVEL UNDER Not to Scale 24" 28.2 B LOAMY SAND 10 YR 518 ` PROVIDE 12" LAYER OF li THE SEPTIC TANK > COMPACTED GRAVEL UNDER a� THE DISTRIBUTION BOX a� 120" 20.2 _C COARSE SAND 2.5 Y 6/4 5 20.2 BOTTOM OF TEST HOLE 4 Qi�s�IGN CRITERIA Number of bedrooms: 5 Equivalent to 550 gal.'s/day Garbage disposal unit: No Leaching area - capacity required: 550 gal.'s/day Side area proposed: 240 sq. ft, GENERAL NOTE Bottom area proposed: 561 sq. ft. Total area proposed: 801 sq. ft. 1) No change to this system shall be made unless Proposed leaching capacity. 593 gal.'s/day approved in writing by holmes and mcgrath, Inc. Water supply: WELL 2) Subject to inspection during construction by the Precast Concrete units: H-10 loading design Board of Health and holmes and mcgrath, inc. 3) Heavy construction equipment shall not travel over disposal system during or after construction. 4) Disposal system to be constructed in accordance with Title 5 of the State Environmental Code. 5) A copy of these plans must be kept on the site during the time of construction. 6) A copy of these plans must be furnished to the INLET HOLE contractor constructing the disposal system. 7) Before backfilling, the contractor shall notify -- - • holmes and mcgrath, inc., or the Board of Health --- - Agent to inspect the system as constructed. I- 8) If the contractor encounters any variation between -- - -the existing conditions shown on the plan and the 16 conditions encountered on the site, or any soil condition different than shown on the soil log, or any adverse soil, the contractor shall immediately - - r-- l- _ contact holmes and mcgroth, inc. Holmes and — - mcgrath, inc. will examine the soil condition ------— and report to the owner any suggested revisions. 4 34" I 6'-3" f i TYPICAL HIGH CAPACITY INFILTRAMIR (H-20 LQADIN NOT TO SCALE 10' —6" ` ALL ACCESS MANHOLE COVERS FOR 3-20" Diameter Access Holes �,. `� � SEPTIC TANK, DISTRIBUTION BOX, AND LEACHING STRUCTURE SET MORE �' THAN 6" BELOW FINISHED GRADE, INLET 1 1 OUTLET SHALL BE RAISED TO WITHIN 6" OF FINISHED GRADE. FRAME & COVER STEEL REINFORCED PRECAST CONCRETE OVER "T'S" WHERE REQUIRED. PLAN VIEW PRECAST CONCRETE TANK 3" REMOVABLE COVERS 3" REQUIRED ER WHERE •., '- 4„ ALL OUTLET PIPES FROM THE ALL ET ES LEVELERS INSTALL TUFTITE SPEED LE 3" mina clearance requiredT f INLET "T' DISTRIBUTION BOX SHALL BE ON A OUTLET PIP INLET 8" ri SET LEVEL FOR AT LEAST 2 FT. 12" CONCRETE COVER — 2" min, inlet to outlet 6" min OUTLET 10" min. — + 4 3 - 5" OUTLET 2,. 5' -7" Liquid level 5, _7" �,- ��\ KNOCKOUTS DATE DESCRIPTION Drawn hecked -. E � I 15,5" � � INLET 12„ R Evi SI ON s , AS BAFFLE �\ OUTLET % 1 of � �\\ /� 6" 8„ 8" PLOT PLAN DETAILS 6" 2„ NOTICE OF PROPOSED SEWAGE DISPOSAL SYSTEM 1.., - ' 3" 15.5" 75" Unless and until such time as the original (red) stamp of the - PREPARED FOR ' 5' -81, responsible Professional Engineer, or, Professional Land Surveyor ,0' PLAN SECTION CROSS—SECTION appears on this plan: JOSEPH BREEN _CROSS-SECTION END--SECTION cof no person re persons, including any municipal or other FOR LOT 5 LITTLE RIVER ROAD public officials, may rely -upon the information contained herein; and ' IN l AN 3 HOLE DISTRIBUTION BOX. (B) this plan remains the property of Holmes & McGrath, Inc. TYPICAL 1500 GALLON SEPTIC TANK COTUIT BARNSTABLE NOT TO SCALE MA SCALE: AS SHOWN DATE: MAY, NOT TO SCALE 29, OF . 4Q Ie holmes and mcgrath, inc. ` MICHAEL J u\ civil engineers and land surveyorsI �oRSELu nl<. CIVil_ 1 200 main street : 5054 q falmouth, ma. 02540 � � `�E� $ �o ©� IsI � N, DRAWN: SJS CHECKED: asro t 96126DT,DW JOB NO: 96126 ' DWG. NO.: 63--4-13 G . SHEET 2- of 2 J