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HomeMy WebLinkAbout0072 EAST LANE - Health 72 EAST LANE Cotuit A = 037 - 017 - M S M E A C No. 10339 smead.com Made in USA °v°L&° o . og� cy�i HOST coN`' i 1` -gy i s 1� I ;F t. Bk 31579 Pg107 #49552 10-05-2018 @ 01 : 19p DEED RESTRICTION WHEREAS, STANLY K. HARRIS of P.O. Box 8796, Tyler, TX is.the owner of 72 East Lane, Cotuit, MA hereinafter referred to as the Seller and being LOTS #5 and #6 and the FEE in the 25-foot way all as shown on a plan of land entitled, "Plan of Lots of Joseph B. Rabello at Cotuit, Mass., Scale 40 feet to an inch, June, 1927, Frederic 0. Smith C.E,, Buzzards Bay, Mass,", which said plan is duly filed in the Barnstable County Registry of Deeds in Plan Book 22, Page 63. WHEREAS, STANLY K. HARRIS as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; o WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing 4 the issuance of a building permit for the construction of a single family home on v this property, is requiring that the agreement for the restriction on the number of Q bedrooms in any house constructed on the lot be put on record with the .o Barnstable County Registry of Deeds by recording this document, w NOW, THEREFORE, STANLY K. HARRIS, does hereby place the following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: i I i E!$F xR R § dw& i I i E S i { Bk 31579 Pg108 #49552 1. The existing home constructed upon the lot shall contain no more than three (3) bedrooms. Stanly K. Harris agrees that this shall be a permanent deed restriction that runs with and shall be appurtenant to the property located at 72 East Lane, Cotuit, MA. 2. If a municipal sewer system becomes available in the future, this deed restriction shall be void and forever terminated. Executed as a sealed instrument L{ day of ObL-t, aa/S Owner's signature Owner's signature Owner's signature STATE OF TEXAS County of ,ss Y- , 20/Y Then per onally appeared the above-named known tome the person who executed the foregoing instrument and acknowledged the same to be Ar,:s free act and /deed, before me, Notary Public My commission expires: 7- - 76Z.v (date) M.DEWAYNE VARNADORE . i•`4r.;�..4� fl 9rP: iFENotary Public,Stale of Taxes j z ' �? Comm.Expires D4-29.202o Nolory ID 2D97796 4 i t{ F I deer JOHN F. MEADE, REGISTER BARNSTABLE COUNTY REGISTRY OF DEEDS 3 RECEIVED 6 RECORDED ELECTRONICALLY 's s Bk 31579 Pg107 #49552 10-05-2018 @ 01: 19p } h-d DEED RESTRICTION �yw WHEREAS, STANLY K. HARRIS of P.O. Box 8796, Tyler,TX is the owner of 72 East Lane, Cotuit, MA hereinafter referred to as the Seller and being LOTS #5 and#6 and the FEE in the 25-foot way all as shown on a plan of land entitled, "Plan of Lots of Joseph B. Rabello at Cotuit, Mass., Scale 40 feet to an inch, June, 1927, Frederic 0. Smith C.E,, Buzzards Bay, Mass, which said plan is duly filed in the Barnstable County Registry of Deeds in Plan Book 22, Page 63. WHEREAS, STANLY K. HARRIS as the owner of said lot has , agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; U o WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on v this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, i H w NOW, THEREFORE, STANLY K. HARRIS, does hereby place the following . restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: ' t P • F } i domr f f Bk 31579 Pg108 #49552 1. The existing home constructed upon the lot shall contain no more than three (3) bedrooms. Stanly K. Harris agrees that this shall be a permanent deed restriction that runs with and shall be appurtenant to the property located at 72 East Lane, Cotuit, MA. 2. If a municipal sewer system becomes available in the future, this deed restriction shall be void and forever terminated. Executed as a sealed instrument Lr day of O`�(,�- Owner's signature Owner's signature Owner's signature STATE OF TEXAS County of ,ss ��ray� , 20/P Then pe onaliy appeared the above-named gi n.iy I:Z1 known to me to be the person who executed the foregoing instrument and acknowledged the same to be ,r,1s free act and deed, before me, Public Notary My commission expires: —Z r— Z6Z41 (date) ��,rn►�', M.DbWAYNE VARNADORE §+fie' ENotary Public,Stele of Texas �' Comm.Expires 04-29.2020 R Nolary ID 2097796 j • i i l • 1 . - f i i 1 decdr JOHN F. MEADE, REGISTER BARNSTABLE COUNTY REGISTRY OF DEEDS S RECEIVED 6 RECORDED ELECTRONICALLY i F Commonwealth of Massachusetts a Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address + Stan Harrisr Owner Owner's N am information is t required for every Cotuit Ma 02635 9-14-18 .} page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. Inspector Information on the computer, Brett Hickey use only the tab key to move your Name of Inspector cursor-do not B&B Excavation use the return Company Name key. 374 Route 130 Company Address Sandwich Ma 02563 City/Town State Zip Code (508)477-0653 S113747 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 15.000); 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 Brett Hickey .,...�• ,�p®�.e,� .�.�s 9-14-18 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system 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. l5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 Commonwealth of Massachusetts �n ,ip Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ' 72 East Lane v Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every 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 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town 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 151303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: I t5insp.doc•rev.7/26/2018 Tile 5 Official Inspection Form: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 72 East Lane v Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) r privy i within 50 feet of a surface water Cesspool o s ❑ P P Y ❑ 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: The system located at 72 East Lane, Cotuit was found to be in good working order at time of inspection.The system was permitted for 3 bedrooms but the dwelling has 4 actual bedroom. Further review is needed by the local Board of Health. r 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 El El clogged SAS or cesspool ❑ E ' 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.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cone.) 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 ❑ O Liquid depth in cesspool is less than 6" below invert or available volume is less than 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. ❑ a Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ a Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. ❑ Q Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ El 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.] ❑ 0 The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. a a 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 11 of a public water supply well l5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town 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 ' ❑ El Pumping information was provided by the owner, occupant, or Board of Health ❑ El Were any of the system components pumped out in the previous two weeks? ❑ M. Has the system received normal flows in the previous two week period? ❑ 0 Have large volumes of water been introduced to the system recently or as part of this inspection? a ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ❑ E] Was the facility or dwelling inspected for signs of sewage back up? 0 ❑ Was the site inspected for signs of break out? El ❑ Were all system components, excluding the SAS, located on site? El ❑ 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? ❑ Q 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: 0 ❑ 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 ❑ El 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 Commonwealth of Massachusetts �s Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments - 9 P Y rY 72 East Lane V Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: 3 4 Number of bedrooms(design): Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 365/gpd Description: 0 Number of current residents: Does residence have a garbage grinder? ❑ Yes 0 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 F!] No information in this report.) Laundry system inspected? ❑ Yes E] No Seasonal use? 0 Yes ❑ No See below Water meter readings, if available(last 2 years usage(gpd)): Detail: ***2016-11,000gallons 2017-109,000gallons*** Sump pump? ❑ Yes ❑■ No Last date of occupancy: 3 months ago Date t5insp.doc-rev.7/26/2018 Tile 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 18 cam, Commonwealth of Massachusetts Title 5 Official Inspection Form . Subsurface Sewage Disposal System Form -Not for Voluntary Assessments u 72 East Lane Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: NA 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: Owner- not pumped since installed in 2016 Was system pumped as part of the inspection? ❑ Yes ❑■ No If yes, volume pumped: gallons ICI 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 I c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: El 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: 1-20-2016 per COC Were sewage odors detected when arriving at the site? ❑ Yes R No 5. Building Sewer(locate on site plan): 21711 Depth below grade: feet Material of construction:.. ❑ cast iron ❑■ 40 PVC ❑other(explain): Town water Distance from private water supply well or suction line: 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 a Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane L Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): 117" Depth below grade: feet Material of construction: ■❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No 1500gallons Dimensions: Sludge depth: 35" Distance from top of sludge to bottom of outlet tee or baffle Scum thickness NS Distance from top of scum to top of outlet tee or baffle NS Distance from bottom of scum to bottom of outlet tee or baffle measured How were dimensions determined? Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): The tank was in working order at the time of inspection. The tank is not in need of pumping at this time but should be pumped every two years for maintenance. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 18 Commonwealth of Massachusetts �n Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments =v 72 East Lane Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap(locate on site plan) NA 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): NA 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 Commonwealth of Massachusetts �n Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane v Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for 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): 0" Depth of liquid level above outlet invert Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): The d-box was in working order at the time of inspection. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 Commonwealth of Massachusetts ,1P Title 5 Official Inspection Form I o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments V 72 East Lane Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 10. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes 0 No* Alarms in working order: [I Yes E] No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): NA * 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: ❑ leaching galleries number: (3) 500 gallon 0 leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 Commonwealth of Massachusetts �m Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town 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.): The leaching was in working order and was dry with no high staining at time of inspection. 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration` NA 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.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane V� Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. Privy(locate on site plan): NA 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 �n Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town 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 Asbudt Ground Water Profile y \V Grade T 5' Rear Top SAS 500 gallon chamber A B Bottom SAI >12' A1-20' A2.2T6" A3.4016" 1 2 A4.3T A5.50 4 B1.14' B2.14'5" >71 B3.32' B4.3T O - B5.43'6" 0 M] 4 5 Ground water t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: M Check Slope , ❑■ Surface water ❑■ Check cellar ■❑ Shallow wells NoGW@144" ' Estimated depth to high ground water: feet Please indicate all methods used to determine the high ground water elevation: 0 Obtained from system design plans on record 'If checked, date of design plan reviewed: 9-1-15pate ❑ 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: You must describe how you established the high ground water elevation: A plan on file with the Board of Health was used. 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 c Commonwealth of Massachusetts Title 5 Official Inspection Form la Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town 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. X 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 Tile 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 0 3-� _ 0/�- Commonwealth of Massachusetts 1. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments CM 72 East Lane Property Address r Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 -ao-i3 required for every a page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. Inspector Information filling out forms V/t4- 1 3 3/g on the computer, use only the tab Breft Hickey key to move your Name of Inspector cursor-do not B&B Excavation use the return Company Name key. Co Route 130 45 Company Address Sandwich Ma 02563 Cityrrown State Zip Code r�ur (508)477-0653 S113747 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 15.000); 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 sys m: 1. Passes 2. ❑ Conditionally Passes —B.---M—N Local Approving Authority 4. ❑ Fails Brett Hickey �� �•�••�• •�®��• a�s 9-14-18 _ O.Y:�1608.1)112M1:11 O19V Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system 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 P 72 East Lane Property Address Stan Harris Owner Owners Name information is Cotuit Ma 02635 9-14-18 required for every 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 Commonwealth of Massachusetts �e ,p Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owners Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town 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: t5msp.doc•rev.7/26/2018 TIBe 5 Official Inspection Form: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 i 72 East Lane �j Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every 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: k'F 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: The system located at 72 East Lane,Cotuit was found to be in good working order at time of inspection.The system was permitted for 3 bedrooms but the dwelling has 4 actual bedroom. Further review is needed by the local Board of Health. 4) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ O 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 72 East Lane Property Address Stan Hams Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town 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 ❑ 0 Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/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. ❑ O 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. ❑ El Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ El 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.] ❑ 0 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 1B Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered es to an question in Section C.5 the system is considered a significant Y Y Y4 Y 9 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 re regional office of the Department. 9 P 6. You must indicate"yes" or"no"for each of the following for all inspections: Yes No ❑ El Pumping information was provided by the owner, occupant, or Board of Health ❑ El Were any of the system components pumped out in the previous two weeks? ❑ 0 Has the system received normal flows in the previous two week period? ❑ 0 Have large volumes of water been introduced to the system recently or as part of this inspection? El ❑ 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? El ❑ Was the site inspected for signs of break out? 0 ❑ Were all system components,excluding the SAS, located on site? El ❑ 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? ❑ O 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: E] ❑ Existing information. For example, a plan at the Board of Health. ❑ a 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 rite 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 i Commonwealth of Massachusetts r ,i Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owners Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: 3 Number of bedrooms(design): Number of bedrooms(actual): ^ n DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 365/gpd11 Description: /I9� Number of current residents: 0 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 0 No information in this report.) Laundry system inspected? ❑ Yes F!] No Seasonaluse? ❑ Yes ❑ No Water meter readings, if available(last 2 years usage (gpd)): See below Detail: "'2016-11,000gallons 2017-105,000gallons— Sump pump? ❑ Yes ❑■ No Last date of occupancy: 3 months agoDate 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 I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owner's Name information is cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: NA 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: Owner- not pumped since installed in.2016 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 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owners Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: ED Septic tank,distribution box,soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no)(if yes, attach previous inspection records, if any) ❑ Innovative/Altemative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the 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: 1-20-2016 per COC Were sewage odors detected when arriving at the site? ❑ Yes R No 5. Building Sewer(locate on site plan): 29711 n Depth below grade: feet Material of construction: ❑ cast iron ❑■ 40 PVC ❑other(explain): Distance from private water supply well or suction line: Town waterfeet Comments(on condition of joints,venting, evidence of leakage, etc.): t5insp.doc•rev.7/26/2018 Me 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 72 East Lane Property Address Stan Harris Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): 11711 Depth below grade: feet Material of construction: n concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No 1 Dimensions: 500gallons 1" Sludge depth: 3511 Distance from top of sludge to bottom of outlet tee or baffle On Scum thickness NS Distance from top of scum to top of outlet tee or baffle NS Distance from bottom of scum to bottom of outlet tee or baffle measured How were dimensions determined? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): The tank was in working order at the time of inspection.The tank is not in need of pumping at this time but should be pumped every two years for maintenance. t5insp.doc-rev.7/2612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 18 SCHEDULE n,,wc OF E_-V._'.A—._T_.._I_O.._-.N_--..-_S..-_--._.—._...."_.__..... 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I mmm°nr,e[nmRro•w°v+w,nR - ',,f/•aYf ,b i'- .ro L� 14ETA1rO i / A SOILEVALUATOR'S LOG �r au�w `ali:a,Knn[�sT�u�anwiwia r.°xmnr ,/ 1 "- '� �� o tt ryr �, / �Mes�j W-'L"•—^•YV��T _ rYI,C]nnYbWlK1r/.NfAn°0 � j w� �a-....y_3..c,-�111 b• � / ! e iwnu .w !.Y.a:. r nAw]wrw,r n.mcrmrrc°wrmr wuK ✓/ :' � 'r E;v - j ��•'"� /A I DEEPOBSEMAlM1N E1Pr1 "'- _lu atiw°wnr1rnc ro,m,•aaMr. qG c CwgtwO, cnA°]•n 1 DEEP G&SETNATgNM%EIPQ % '� ar wa.am •.h L a.i-r-Iwo roA '. � _ rrtL• '$�]- I��� . wm,dr j wn �nu.� [�n C85F1NAToa NIXFTPq J 't: j_iC � u ` t •�ruAe•o a � e.r �• �,]nuuov.wa r,• nw]m°n_. Y� ' A. �� 1h ® r' - OOO a .- // / 1➢i]" �~irryVP a_f_—' «j DErC, �A;� ro•6 EP OesBBEINAIpNrr0.lTPr] e m�a ro, n Q � wrrra,,,°rm �_AmrnAw_ _1b[vrc,•rr } / i ��Tuvw nw]woa_ rll.�, �._..,n�• `TI • !wnarmn rarwa�Aax ernau[Yaw•m umnw , f 1' \ p _ °Gmm��G,n ew.u.uon�wtolwO w:Au ieun]wmw[o _. R - .. J r, L.Inaa 1 GENERAL NOTES � �� a.nlsr�^�KacaNCaeTE eow _ IEYVAmx•T.ww�ii I yr'" }p !!' ,b-it]r - _ l , gyp,cur°Yramw�•.n.wmrm° Yir O ;cM4wonmw.n�re a,]mw �ALBERT PINEDA ,sue u,u«ouum u]wrwrrm I - . LOTS 2168167 � � ��rwmnaw nnruo]rnn�uww.uuw.wmww.uwur[o.,n &KEweeuiopr�MA,es] .. .^ n...,.Y .]>u ALBERT PINEDA M MUSTREET nJ TM� •t` � -',V_.,•,.'---- ------ _ � , �•J IrnewnRr°n,mrmw.w,Ka N+.w,�°aW,mrv,uongr wn srwEwseUar.w°,esa .. LOT 2169 /j %J^ - p]v°r.Y„o°°nra,«•u.crwwwwmrmn,wx«nwrro I!q�-- -_..__._..-._ AESIDENnAl SITE PLAN -] f.' ^.f�, 'naur.wTwunnwn.rAKr.wgrnea.r,rsurc'n wm[eno.w I 11 PAYAMPS ROAD �y .N.. - 1.Y• .i'-' !.^'. / �mt[°,Irwrwrn°wMr.wi,wlWaron.oa Yo[rG.°[r�wto,rA wSrmEE.w°eYylusETTa _ �xo�°r, as wT10.A11 I •� - � _ P�1 E � � - �'--- -_-__� � ! Km�mnmcenonN nrn Ig4WtlrtEMWF ngwlClNaE�2Otsv --_� i ^ r ' CAPE h ISLANDS ENGINEERING I .,f �� �y/8 _aNStP�• �s y_> LEGEND �Q11 • 'F,]e rr _ _ ��,yJ��' B�'� ! �,,yr..s�- �p e�aa Paimwc.w°rwmm..w.o+exrurru.nen • � ..✓^' a,0 uo" � nmm�� I w..Km.,w p.n.m]nrne "' ]m,.our j rarvnracam,ne O 20 60 10D � ..raw I wan Yw p•n Kn rAA r.P.rwm.f ! _ SCALE V a 29 _ uKnaaK SITE A BEPTIC SYSTEM OESIGN PIAN f Commonwealth of Massachusetts Title 5 Official Inspection Form Io Subsurface Sewage Disposal System,Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owners Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap(locate on site plan): NA 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): NA Depth below grade: Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day t5ins .doc•rev.7/26/2018 p Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 11 of 18 Commonwealth of Massachusetts �e ,ip Title 5 Official Inspection Form II; Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owners Name information is Cotuit Ma 02635 9-14-18 required for 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): Orr Depth of liquid level above outlet invert Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover,any evidence of leakage into or out of box, etc.): The d-box was in working order at the time of inspection. t5lnsp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 r Commonwealth of Massachusetts Ti Sewage tle 5Official Inspection Form Susurface p System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owners Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town 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.): NA * 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: ❑ leaching galleries number: Elleaching trenches number, length: (3) 500 gallon ❑ leaching fields number,dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Harris Owner Owners Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town 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.): The leaching was in working order and was dry with no high staining at time of inspection. 12. Cesspools(cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration NA 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 Form:Subsurface Sewage Disposal System•Page 14 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Hams Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. Privy(locate on site plan): Materials of construction: NA Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7126/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 Commonwealth of Massachusetts :. Title 5 Official Inspection Form /o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Hams Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town 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 Asbuilt Ground Water Profile y u Grade \Y 3' 5' Rear Top SAS B 500 gallon chamber A >12' Bottom SA A1.20' A2.27'6" A3.40'6" O 2 A4.3T A5.50'4" B1.14' B2.14'5" > 7' B3.32' B4-37' 3 B5.43'6" F-01 El 0 4 5 Ground water t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 f Commonwealth of Massachusetts ,e Title 5 Official Inspection Form ISubsurface Sewage Disposal System Form -Not for Voluntary Assessments 72 East Lane Property Address Stan Hams Owner Owner's Name information is Cotuit Ma 02635 9-14-18 required for every page. City/Town 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: No GW @ 144" feet Please indicate all methods used to determine the high ground water elevation: El Obtained from system design plans on record 9-1-15 If checked, date of design plan reviewed: 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: You must describe how you established the high ground water.elevation: A plan on file with the Board of Health was used. 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 72 East Lane Property Address Stan Harris Owner Owners Name information is Cotuit Ma 02635 9-14-18 required for every page. Cityfrown 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 0■ 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 l TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE C.4 $- ASSESSOR'S MAP&PARCEL O 3 7 - INSTALLERS'NAME&PHONE NO. 017 SEPTIC TANK CAPACITY /S©D LEACHING FACILITY:(type) :3 G x 12 (size) 3 — $OD NO.OF BEDROOMS OWNER ` PERMIT DATE: 10,6141 aO 1-6 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 0,�Q 71 A A 3 ®, 6ii its 2 A4 n q 5 = 50 13 a = ICI a 5 = Ll 6 -No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for Disposal 6pstpm Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. '72.�&a-3f�W 2/ Owner's _Name, iAddress,and Tel.No. Assessor's Map/Parcel ('�j7— (� r� C `4' �&,(T ID �"711,1 e3 uv Ins ler's Name,Address,anq Tel.No. _ Designer's Name,Addr jss,and-Tel.No ` . ore --Cav av,\/ yen 11 00v^ � t l,5 *a 3 4 Type of Building: Dwelling No.of Bedrooms Lot Size p sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ® C� gpd Design flow provided Co_ gpd Plan Date 9,1.1 Number of sheets F Revision Date JP�411t., Title , A!no� jn del �"7- �t q Size of Septic Tank p � Type of S.A.S.Description of Soil (� a- I t9c ,✓1 y 1 30" 1�^S �r _ za ek dd y2"� 1411'� Nature of Repairs or Alterations(Answer when applicable) 2je ' „ 2--i Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Env' ental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo Si ed Date Application Approved by Date L7 2! .O/j Application Disapproved by Date for the following reasons Permit No.,&/5 35 Z Date Issued /0000-,7 vM FeeGOP- . THE COMMONWEALTHO f MASSACHUSETTS Entered in computer:l Yes ..PUBLIC'HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2ppllcatlon for- isposal �6pstem Construction Permit Application for a Permit to Construct( ) Repair O Upgrade( ) Abandon( ) ,Complete System ❑Individual Components Location Address or Lot No. 2 Ea-Y' I_MW2�, k Owner's Name,Address,and Tel.No. . Assessor's Map/Parcel 0151 1 4-(4 y ' Ins ler's Name,Address,anq Tel.No. Designer's Name,Addr ss,a el.No. ' a��ore �CcaV6L_ lc�v'� S,.t, C:°'�,C f s(G _ r�Qetr 1 Type of Building: i Dwelling No.of Bedrooms Lot Size Olj sq.ft. Garbage Grinder( ) f Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) y D gpd Design flow provided ce'/ gpd_.... Plan Date� � Number of sheets ( Revision Date Title_ <Yw . d�5� -_, CtJ3 bon Qyf Size of Septic Tank D� Type of S.A.S. 4 pp ) Description of Soil V � l�a� �i1 l oa!" :S& 921' i S Nature of Repairs or Alterations(Answer when applicable) V r Se Z ► ( t 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 thaEnv' o tal Code and not to place the system in operation until a Certificate of ` Compliance has been issued by this Bo o. / r S' ed / Date Application-Approved by !v l Date el Application Disapproved by " Date for the following reasons Permit No.Z I _ 3 5 ' Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(V� Repaired( ) Upgraded( ) Abandoned r at G , - has been constructed in accordance i with the provisions of Title 5 and the for Disposal System Construction Permit No. '3 dated U / 7 1, Installer PPS (e, ycCcnv cr tc�'� Designer a q k oaj #bedrooms �� Approved design flow r,73 y gpd The issuance of this permit shall n t be c nstrued as a guarantee that the system will fj��7 n tns dn . Date I i0� Inspector /'fit' U _ ----- --------------------------------- ------------------------------ - _ No. Z Fee* THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ;Disposal 6pstem Construction Permit Permission is hereby granted to Construct l . ) Repair( ) Upgrade( ) Abandon( ) System located at 7 C n, 0 `7( 4 Y\.t 4 ,.. �— and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date OLI z&i/ Approved by f Town of Barnstable Regulatory Services Richard V. Scali,Interim Director • aniuvsrnBce, • Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 1-21-16 Sewage Permit# j2L -3 _ 02 Assessor's Map\Parcel 037-017 Designer: Cape&Islands Engineering,Inc._ Installer: ?&-09W LS E�Gptyvt7702..l Address: 800 Falmouth Road,Suite 301C Address: /g 9 ,, Mashpee,MA 02649 On 113 A2 p 16 � was issued a permit to install a '(date) (ins er) septic system at 72 East Lane, Cotuit based on a design drawn by (address) Cape& Islands En ing eering, Inc. dated 9-1-15 Rev'd 1-21-16 . (designer) ZI certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify That the system referenced above was construc �' , , pliance with the terms of the IAA`approval le s (if applicable) OF Al, o= MATTHEW yG C.COSTA m E ns s 'gnature) a N0: 1388 OJ O �yq �FGISTE(L� ' SgNITARIP�.�� . e51 r gnature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-* BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION, THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc 2 q ►. No. Z®I J 2 J 1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppliration for Disposal 6pStem Construction Permit Application for a Permit to Construct(i/leleRepair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 7� TAB%L>th�.� CCU j�i% Owner's Name,Address,and Tel.No. Assessor's Map/Parcel U �— Installer's Name,Address,and Tel.N . Designer's Name,Address,and Tel.No. Co RAwpy i+"oocS - 9 t 4 P(j.b✓K 1 a? E, Flltotoul-�L zor f- 5-3 Type of Building: Dwelling No.of Bedrooms Lot Size l 30Cf SF sq.ft. Garbage Grinder( ) Other Type of Building S. F. 1NwCu.- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided gpd Plan Date & J i N�umb�er of sheets Revisio Date Title e_PT C 9 6^, &� IV Size of Septic Tank /,.S'UO (S•/j,t0fi-) Type of S.A.S. \ l Description of Soil �. Sa/LS' Z_ O CT t l I VV Nature of Repairs or Alterations(Answer when applicable) I U P VV Date last inspected: M% Agreement: V� The undersigned agrees to ensure the construction and maintena ce of the afore des 'bed on-site sewage disposal s m in accordance with the provisions of Title 5 nviro ntal Code an not to place the system in n rtificate of Compliance has been issued by thi oard of Nea Sig ed _ Date / Application Approved by Date 7//c�24 i3 Application Disapprove y Date for the following reasons Permit No. 2013— 3141 Date Issued 9(10 1 2�,►3 ----------------------------- TIC 7,COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifirate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( � Repaired( ) Upgraded( ) Abandoned( )by at 2 E 5-r LANE C05vA I—,r has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.*Zo r5—7`11 dated 9/to 7­0 13 Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector 50 No. 20+� 1 MM' {' Fee / .t `'.+ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Replication for Misposaf 6pstem Construction permit Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) El Complete System El Individual Components a Location Address or Lot No. 79, T 6,t�, CU! %t Owner's Name,Address,and Tel.No. G�1 G �7�7 %/1 s Assessor's Map/Parcel U N I C D 2 I `_S W 4--S !e 41 k, 1017 Installer's Name,Address,and Tel.N yit Designer's Name,Address,and Tel.No. Cos j 4 R R,+, Jpj )+"Hors — ti4 po.b✓X 1 aF E, aU121 oa5-3 Type of Building: t/ Dwelling No.of Bedrooms Lot Size 110, 3 oC/SF sq.ft. Garbage Grinder( ) Other Type of Building 5, DtA,G(,-. No.of Persons Showers( ) Cafeteria( ) ;a OtherFixtures . Jz • Design Flow(min.required) 3 U gpd Design flow provided gpd \ ` Plan '-Date Number of sheets Revision Date \ Title e p— S 6 *AJ Size.,of Septic Tank ,;-VD (S4(,(,A,1J Type of S.A.S. Description of Soil Sa/L.S G o 11 ( I ' . �v Nature of Repairs or Alterations(Answer when applicable) 1 _ Date last inspected: y o J, Agreement: W The undersigned agrees to ensure the construction and maintenance of the afore des abed on-site sewage disposal syst m in accordance with the provisions of Title 5 o the nviro ental Code an not to place the system in peration unti a-C-ertifi acac a of Compliance has been issued by this 'oard of Heal r� Si e - Date 9 Application Approved by d, r--- v Date 9/Iu�z v 3 Application Disapproved v Date for the following reasons Permit No. 2013- 3'a J Date Issued `� [03 Zoj 3 --------------------------- ------------------------------------------------------------------- ---------------------------------- T14 E COMMONWEALTH OF MASSACHUSETTS ¢ BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by at E05T' LANE CD i u,- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.Z011,` `I`! dated 9 A 220,-3 Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector --------------------------------------- ------------------------------------------------------------------------------------------------ No.2g)13 �ly Fee 196 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction i3ermit Permission is hereby granted to Construct(./ Repair( ) Upgrade( ) Abandon( ) System located at 7 Z EW 5T L.A" Co Tv 1, and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. t Provided:Construction must be completed within three years of the date of this permit. Date `r I° 2 0 Approved by - I Town of Barnstable P a dyv $ Department of Regulatory Services . eAaeernetB : Public Health Division Date w^ 200 Mai Street,I{yannis MA 02601��y�1 / .� Date Scheduled Time Fee Pd. l Suitability Assessment for Sewage-Disposal Performed By: Witnessed By: LOCATION•kGENER_ AL WFORMATION Location Address T w�7v�a Q_ Owners Name pf� ��QfA�p `.t7T� WAr Address G 0 UGC\ s 4.1.a7 .(�,J,Q, t Assessor's Map/Parcel: V aJ—j 'Q I- 1 Engineer's Name fAC4,& \-0 j�1J^ NEW CONSTRUCTION /— REPAIR Telephone#6 O(�-5�"1 C7-Lo4 d, Land Use 6�s1 17Wrr7 AL— Slopes(%) d^/ Surface Stones /��✓� Distances from: Open Water Body dt.a0t ft Possible Wet Arca /bOt ft Drinking Water Well 160-t--ft Drainage Way It Properly Line 10 t ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Parent material(geologic) �LrhC.l�t—W INOotU�/ Depth to Bedrock ``'r// Depth to Groundwater: Standing Water in Hole: 'JV6,uL-5 Weeping from Pit Face /✓ote/E Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH_WATER•TABLE: _._ . Method Used: - Depth Observed standing in obs.hole: in. Depth to soil mottles: in. ` Depth to weeping from side of obs.hole: in. 'Groundwater Adjustment ft. Index Well# Reading Date: Index Well level --Adj.factor Adj.Groundwater Level_ _ „PERGOLAT_ION TE_ ST µ, • `_Date G 1! I Tlme / Obse rvation _ - Hole# _1L_ Time at 9" 11 A- 7 Depth of Pere ' � l `� Time at 6" Start Pre-soak Time @ /�'!b y� Time End Pre-soak lo'30 10 3S , Ga��.D NrT S/�/2kTL-� Rate Min./Inch L Z f4�Z I Site Suitability Assessment Site Passed Y ' Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIWERCFORM.DOC f t: ,;DEEP OBSERVATION HOLE LOG. Hole u. . Depth from Soil Horizon - Soil Texture Soil Color Soil Other Surface(in.) - (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven 30 .3 ioy� 30-q Z G r✓1 ni ,S,�wl Z,5 3 Ncr u ro�D NZ-1�y �Z s✓rv7 S �Z DEEP®BSERVATIOIV HOLE LOG�';, " , „<=Hole#' �° Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven 6-Lf Gam, �� loYir /Jo c a -.0 Z cam ,,SAD y z— 4N G� �-�c/D s`y3 �t ✓5�� DE�OBSERVATION-HOLE LOG Hole#. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Graven 0J-'r_4 23 7 F 3 �o-r wCn.crA Y2-1 yy &-tlip I DEEP`OBSER_T VATION HOLE,LOG` Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven 0- 0 Lo toYK s/r fyo 4 3v L S oYK y 30-NZ C 7S 7 S Flood Insurance Rate Mao: Above 500 year flood boundary No_ Yes Within 500 year boundary No ,V Yes'_ Within 100 year flood boundary No V Yes 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 pe viof us material? Certification I certify that "E.vir..me. date)I have passed the soil evaluator examination approved by the Department ofection and hat the above analysis was performed by me consistent with the required training,a t' and xperien described in 310 CMR 15.017. Signature Date 3 Q:\SEPTIC\PERCFORM.DOC I n_ I iOP OF PLATE TOP OF PLATE m BFLOOR TOP OF PLATE FASCId W/ TOP OF PLATE 3 SHINGLE HOLO(TYP.J DEED ® ou ��� ® oE] ho oho 0 0 0 0 ° wBFLOOR 1 P OF FDN. TOP F FDN. i 4 -------------- "a oP o.- -. FoanNG TOP F FOOTING FRONT ELEVATION SCALE: 1/4" 1'O" n12 Il I TOP OF PLATE 00 ITI III TOP OF PIdTE ME i W Ne W ® W wEuIOOR_ wBFLooR O_ _ P _ _ O TOP OF PLATE TO OF PLAT-E O wINOOW [M: p SUBFLOOR SUBFLOOR TOP OF FON TOP F FpN DREAMSCAPES UNLIMITED o - o DESIGN WITH A NEW POINT OF VIEW O 9aR�OGd SPRINGS 9151 5B1-e0fl N NEW YORK I]S 0l SBI-SOTS lFAxJ 66 i FRONT 6 REAR ELEVATIONS iOP OF FOOTING i. _____________________________________ ___________ _________________ TOP OF FOOTING _ ----------------�---------_-----_---_-------------_--_ REAR ELEVATION HARRIS RESIDENCE, EAST LAND, COtUIT, MA. imiTZ SCALE: 1/4" = I'-O" i ° -14-.4 OOT.T,1— Ae eNOWN E_I r I] R 13 I b Ii I] TOP OF PLATE TOP OF PLATE TOP OF PLATE 'I GARAGE DORHER � � � WINOOWS . TToFm OF In N GABLE I Ij 511BFLOOR _ BIIBFLOOR �I_,BFLOOR m SUBFLOOR TOP OF PLATE TOP OF PLATE TOP OF PLATE TOP OF PLATE ---------------- ®� TOP OF— TOPOOOF O WINDOWS ® ® ® O O m D� DAD 9 .-FLOOR —-—SU - 511BFLOOR SUBFLOOR --_— _—S S —_ S P OF FON. TOP OF FPIN TOP O FF ON. TOP OF FpN. i --------------- RIGHT ELEVATION TOP OF FOOTING f TOP OF FOOTING TOP OF FOOTING _ _ _—_—_— _____________________________________________________________________________________________ -1 .- ---_—_ .—_—.— � � � � � TOP OF FOOTING LEFT ELEVATION SCALE: 1/4" = I'O" DREAMSCAPES UNLIMITED DESIGN WITH A NEW POINT OF VIEW BJ 98taO 9 O HATOGA SPRINGS (51B)9BI-BOT9 11AX1 NEW rORK ITB66 um LEFT 8 RIGHT ELEVATIONS HARRIS RESIDENCE, EAST LANE, COTUIT, MA. i .am ]DId03< O.T.1.1015 2• AB BROWN '�. �. EL-] GENERAL NOTES: L ALL CONSTRUCTION TO COMPLY WITH THE MASSACHUSETTS BUILDING CONSTRUCTION CODE APPLICABLE TO ONE AND TWO FAMILY DWELLINGS TO THE APPLICABLE ENERGY CONSERVATION CODE,APPLICABLE LAWS,STATUTES,AND ALL LOCAL RULES AND - REGULATIONS.BUILDER TO BE RESPONSIBLE TO STATE CODE REQUIREMENTS. 2.COMPLY WITH ALL LAWS AND RULES AND ORDINANCES AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF TUE WORK. 12'-0„ 3.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS.TECHNICUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, 14.-0" 22'-O" 10.-0" 4 THE PROFESSIONAL SERVICES OF THE ENGINEER DO NOT EXTEND TO OR INCLUDE THE REVIEW OR SITE OBSERVATION OF THE CONTRACTOR'S WORK O R PERFORMANCE OF THIS JOB, THUS,THE ENGINEER 19 NOT RESPONSIBLE 3-0" 4'-0" 4'-0" 3'-0" 4'-5'h° l'-0" l-0" 3'$15" 5-0" 5-0" 2'-6" 3'-6° 5-0" 3-6" 5'-6" 6'-O" WHATSOEVER, S EV R,HELP HARMLESS LL BY THE OWNER FROM ANY ED OR SUIT ATLL GED,INCLUDING ALL PAYMENTS OR COSTS INVOLVED ARISING FROM TO ALLEGED N I HAVE ARISEN FROM THE CONTRACTOR'S WORK TO CONFORM 112 TO THE DESIGN ITEM. 5 T 15 THE BUILDERS RESPONSIBILITY TO REVIEW ALL DIMENSIONING AND DETAILING PRIOR TO CONSTRUCTION AND TO A55E55 AND 1p21FT MEASUREMENTS OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION. Y B DECK ¢¢ r ALL CONSTRUCTION SHALL BE INSTALLED IN ACCORDANCE WITH STATE 113 BREAKFAST O ❑ Y S DEPARTMENT CODE APPLICABLE TO PLUMBING AND STATE HEALTH O = i III DEPARTMENT REQUIREMLNi6. 4 _ 8 ,4 AREA O 4 ALL LIGHTING,WIRING,GROUNDING AND DEVICES 844LL BE U.L.RdTEp m X m LISTED AND COMPLY WITH NEC INCLUDING GROUND FAULT PROTECTION FOR _ .. IS •. ALL BATHROOMS AND—ION OUTLETS, ` B F LOc4TI PR HEAD AT a? Is IN OVIDE HARDWIRED/INTERCONNECTED SMOKE DETECTORS ON EACH FLOOR,IN - IIS IIS 14 ❑ ❑ ❑ ❑ SEA.BEDROOM,AND IN HALL ADJ.BEDROOMS,AS PER CODE REQWREMENTS IIO 10g 108 101 ALL SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY BACKUP, -----'X5-----BEAT-CROP -- is S.PROVIDE DIRECT CUYSIDE COMBUSTION AIR FOR RREPLACE R)13/4' II VB° LHDR. _ ___ _ �Z _ _ _ _____ _____ ___ __________________ _ ENTRY T I Q OW ITOENOBB FOR EMERGENCYEG— OT TO BE—LED FROM FOR FIELD WORK PURPOSES. Q DRAWIN 'R 11.ALL WINDEGRESS HAVE TO HAVE A MAX. IIl 91 N SILL HEIGHT OF 4Y OFF FINISHED FLOOR. LAUNDRY -ALL HE'D USE NOTED' 13.CHIMNEY TO BE 24'ABOVE ANY STRUCTURE WITHIN A 10'-0'RADIUS MEASURED FROM CENTERLINE OF CHIMNEY FLUE. Q - 2'-0" 4'-0° 2'-0' V F IN c 1 AIRS: rydX.RISE '�RREP 4cE r GREAT KITCHEN 9 BATN 11 - --- " PLr.IRie�NoSING m SCREEN A m u uu rsnT p VIDE LIGHTLIINN"STAIRCASE LS x " PORCH ROOM E Opp n 3'-n" Y 4 HANDRAILS: s ( H FExPosm - S �`p9uRE LANCRAITRF?D SHALL BE INSTALLED BETWEEN 34'AND 38°AS MEASURED n HANDRAILS SHALL BE INSTALLED ON AT LEAST ONE SIDE OF STAIRS WITH O TW OR MORE RISERS. r TMINIMUM WIDTH OF WO ALL STAIRS SHALL BE 36'ABOVE HANDRAIL Q MINIMUM WIDTH BETWEEN HANDRAIL AND WALL SHALL BE 31 1/2' MINIMUM WIDTH BETWEEN HANDRAILS SHALL BE 3'Y iN WHEN HANDRAILS ARE INSTALLED ON BOTH SIDES { Q SPACE BETWEEN HANDRAIL AND WALL--BE A MINIMUM OF I VY - Q 13'-SNS r _ } U, HANDRAIL5 SHALL NOT PROJECT MORE THAN 4 1/]"FROM FACE OF WALL. 4 ym ._..______ _______________________________ 3-6 a 15.ALL CONCRETE TO BE 3000 PSI-30 DAY UNLESS OTHERWISE NOTED. t) 3/4•% Y H.L nN F?.pup COWMN EA 16.LUMBER TO HAVE MINIMUM F,•S00 P51(FOR REPETITIVE MEMBER a- STEE BEen te36/tp Q M VERIFY ASSUMED SOIL BEARING VALUE OF]000 PSF.CONTRACTOR TO Y PRIOR ---------------- —-—-—- _ TO CONSTRUCTION. �O\y�/ }`f Q=_ O- _ Ie.PROVIDE WOOD OR METAL BRIDGING EVERY e'-O" %BETWEEN JOISTS, m pKs� :TOR � v TWO GAR UNLESS OTHERWISE NOTED.PROVIDE NAILS AT EVERY BEARING. - ^ O Y u 19.OAF HEADERS IN BEARING WALLS ON OPENINGS 6O'OR GREAtER SHALL BARn W GARAGE BE WPPORTED ON EACH SIDE BY A MINIMUM OF TWO RJ STUDS THE BILE 2-115 2-I 2-0p AREA" m THE ADJACENT BE4ftING WALL NSE SINGLE SNpS FOR OPENINGYl]HDER 5'- 120 _ STUCIIY ____ D W ® 20,=VVIAAL p ARALLEL PARTITIONS LE FRAMING . ALL OPENINGS AND DOUBLE JOISTS T STAIRS: T T _ A RISERS a,B/16' BEARING WALL Q 4-0 r P EXCEPTION:DO NOT USE DOUBLE JOISTS UNDER PLUMBING WALL5J 3'4' r V i-�' 15 TREADS a S' r _ c STATEFIRESTOPPINGLDIN SHALL BE PROVIDED A9 REQUIRED BY THE APPIC4BLE iv I z-U1 LANDING �P'J�---------- ----- - STATE BUILDING CODE. 121 UO m II.DESIGN CRITERIA: FOYER FivE LOAD Q RST FLOOR RESIDENTIAL: 40 PSF 2'6ry DINING 4„p DN EN:R"""°°R 4B LOOR I NG Q—H SNOW LOdupLIry3FD F.1/36Q 9�vY n.l HOR. _ Q E GARAGE cE 25'-BYi" BASIC WIND SPEED•Il0 MPH mA UP ROOM ELECTRICAL WIRNG AND EOUIP—T DESIGNED AND INSTALLED IN CONFORMITY WITH ANSI,NATIONAL ELECTRICAL CODE,AND SHALL MEET ALL Q D I G G IDS 10 LOCAL CODES. 7�2 I 34.ALL GARAGES SHALL BE 6HEETROCKED WITH 5/9"TYPE'X'5HEETROCK TO TO COMPLT WITH N.I.S.PRrX•IVE SLEETY SL TIN nccpFOYIucS w ° - N G CODE. DOOR FROM GARAGE TORLIVIN AREA SHALL BE"METAL NSUTATED'C'LABEL _ = 'sEcnov Rsoea TUE 102 = jRESIOENTI4L IL IN{Qc0 �a C j0 AND ASSEMBLY WITH SELF CLOSURE. ' --- - m ST P 13'-3" �f" N 36.ELECTRICAL SWITCHES MUST BE BLOCKED AWAY FROM DOOR TO ACCOMMODATE m m Yc!�R m _ 3 v]"TRIM. aF s TE , ---------_ ._ o ________ _______ _ Tr _____________ __________________ _ _______ ______________ - ______ ALL BATH5 W/O NATURAL VENT.SHALL BE ECUIPPEp WITH MECHANICAL FANS DIRECTLY VENTED TO THE OUTSIDE ^ „ ENERGY NOTES: 4 m 03 04 B 1.ALL BUILDING ENVELOPE ELEMENTS THAT N MATERIALS WHICH ARE CAPABLE OF ABSORBING OR TAKING AND H HOLDING MOISTURE SHALL BE PROTECTED. Y A VAPOR BARRIER RETARDER AND ETARDBR LOCATED ON THE WINTER WARM OF THE SLATION. 3.INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES,SILL LINES,BAND JOISTS AND CORNERS. 3'-0" 3'-0" G'-3" 6'-3" 2'-2ly" 3'-IIkJ" 4'-0" 4'-0" 6'-3" 9-5" 2'-B" 5'-6" 10'-0" 5'_y' 3.AIR INFILTRATION BARRIERS SHALL BE INSTALLED WHETHER A VENTILATED OR THE SIDING TECHNICUE NECESSITATE5 AI LOOSE FITTING APPLICATION. 12•-O" FIRSTFLOOR PLAN FIRSTFLOOR I-5. SECOND BOOR•I,,SO SCALE: 1/4" = 1'-0" TOTAL DREAMSCAPES UNLIMITED DESIGN WITH A NEW POINT OF VIEW MEGHAN COURT IS SJ SB-BO,9 O SPRINGS TSIBJ SBI-80,9 fFAxJ HEW YORK t3B66 E FIRST FLOOR PLAN HARRIS RESIDENCE, EAST LANE, COTUIT, MA. �14D34 OCT.,-15 A59HpWN�� FFP-1 3 LIGHT 4 VENTILATION SCHEDULE N.BGRES.OPENING IIN.) LIGHT VENT. RES6 r6.F., WIDTH HEIGHT ROOM 60.FT. CODE ACTUAL CODE ACTUAL CODE ACTUAL CODE ACTUAL CODE ACTUAL STUDY 4.5014.16 S.O 29 V.° 14- 35. DINING ROOM 159.0 12.22 6.36 5... 2C" x9 VB" ]d' 21 11/4" GREAT ROOM 3a1.0 2B 00.02 13.6a 9 5.0 dO.,I 6T IW 9 1/4' tg,gg KITCHEN/B 04.4 6.,5 3.38 ,9 5.0 2.1.- 20 14• BEDROOM 3 S 1.a0 ,15/16' 1p0.1 II. ..at 9.1 5., X2• 20 $4- 55"GUEST BEDROOM•I 220.19 11 46 xa.2 C.1 25B 5., 20 30" 2d' 5'-O" 19'-O" 6'-0" 10'-0° 12'-O" 9'_O" $'-O° GUEsr BED oats a x6,.63 n.a1 45.3t 10.,1 3l.01 5., 6.6T p' 2O' z4" ,lsnb' BEDROOM Zl.ed 13.92 10,0 5., 26 1/4" 24" 41 15/16' 5'-O" 2'-11%` 13'-I" 7'-IIK" 6'-0" $'-0" $'-0" 4'b" 2'-8" 4'-10" 4'1" 4'-6" $'-0" •• NOTE: VERIFY ALL WINDOW INFORMATION W/BUILDER IN FIELD 710 G WINDOW SCHEDULE - ANDERSEN 400 SERIES WINDOWS N.OPNG.rI Q NO. LOCATION MODEL TYPE ROUGH OPENING .- VENT. EGRESS WIDTH HEIGHT z 101 STUDY !2l TU2 DOUBLE HUNG THIN 51 3/4°%5'4 VB' 0.96 I.t6 29,/B' Q Q �___ Q Q 02 STAIRWELL 20252 CULLED DOUBLE HUNG CUSTOM N/4 506 NO �B ---____-• i6 pl 103 DINING ROOM (3)w2052?RAN TRIPLE DEL HUNG WrtRAN9. 5.86 NO ELE 1£ CUSTOM DOUBLE IHUN HUNG 2'4 lUam X 2 U5TOM 3I. I.Oa ❑ 104 .TO DUR1 M 8CBUXC F __ 105 GARAGE TH2B4 DOUBLE HUNG Y 9X M VB' B.9B 5.05 s.03 NO -6'PLATE 106 GARAGE tuTl84 DOUBLE HUNG 2'-10 6 .98 I'-6'PLAT 12 71 ' --- --- 20l PL HIGH 10, MUD ENTRY AW21 AWNING 2'-b vS'X 2-4,/B" 3.2 09 - VP NO "S'I HEIGHT i 09 70 ._a t/B.. _ ____________ MUD ENTRYG9 MUD ENTRY AW21 WNING '4 vB" 0.9 - - NO Z Z ATE N H BREAKFAST AREA 452/241s TRANS. 4?II 3/4' 3.2 0.9 - I a 10 p 3.x No /B•x r4 vB• 3.z - - - ' ---' ILO dWNING 0.9 NO Q r 9 b"NIGH III O, DBL.HUNG THIN W/ k T'4 13/I6' 21.80 10.2 S.O, 25,/B B I/4" NO PLATE NEIGH 1112 BREAKFAST AREA (2)2452/2415 TRIPLE DBL.HUNG 1RANS 6. -11 -0 1 13/I6' 3282 10.2 S.O1 MASTER J U Z'_O" t Q 9 114 BREAKFAST AREA 2,24 .. OIL.HUNG TWIN W/BANS. a'-II 3/4"%,'-0 13/I6" BB 0.2 50, U a 14' E f BROOMS BUILT-IN GREAT ROOM RUH60B05 B'FRENCH INSWING 6'4'X B'O' Si.a6 40.TI a0.,1 6,V0' 91 I/4' YES 0 4 "EG"`A BAH LAUNDRY THIN BEo > m 5 GREAT ROOM M"090 B FRENCH INSWING 66-0•x B'4• T.aa a0.,1 6,VB 911/40 TE6 Z tl2 116 GREAT ROOM RUH60B0 X 0'FRENCH INSWING '%54-00 m a0.,1 40.t1 6,1/.0 91 1/4' S m m ap D ROOM 1 - -6"HIG GREAT ROOM T..-2015 6DBL.HUNG W/TRANS. 2'-10 1/B"X Y4 13/16' �cwE.OB ei IIT 2 e COFFEE BAR j r21 3/4'X 9 I/2' : FILING HEIGHT rTYP.I LIB GREAT ROOM TW205x/2BIS C.L.HUNG W/TRANS. 2'-10 I/B'X,'-O 13/16" 2,Bs 5.88 NO .FRIDGE M.L BEAn V :Q U KNELL 115 STUDY A21 WN1NG 2'4 5/.'X 2'-0 5/e" t O.9 - NO Y20 STUDY p21 AWNING 2'4 5/B'%24 5/B' 11., 0.9 eb - xe�/d NO - - ---- 5. 29,/B 1 1 S LINE OF B'-I I/B" ry a SINE OF •-- ------- - -- ® 121 .EST BEDROOM•I X 215 TWIN GpISEMENi 2-O I/BX ds 4 51' 0.9 - - NO R/ P�\ CEILING HEIGHT(TYP.I V -- 3 9 -� a'- B.0 T.3 b.t 20° 4T IS/16" NO VB „f ' 2 1 GUES M R CW249 TNN CASEEMENT x'4,/8% -0 W. 24.x x3.B 9.6 30" 55' NO $'-0' TUDT� 4510'% V_ UPp� CEILING Oa GUE3T BEDROOM•2 TW2B41C OCTIBLE HUNG 2'a10 VB x 5'4 I/e• ,9 5.41 5.aa 29,/B' 26 1/4' N WALK-IN WALK-IN CABINETS o5 GUEsr BEORooM a wzgalO DOUBLE HUNG 7-10 vB•x s'4 ve• 9.n s.a, s.aa W4' 2'-"".4,p 206 GUEST BEDROOM�2 36a10 DOUBLE HUNG 2'-10/B'k 5'4 i/B" 9.n 5.a, " CLOSET Z O D, GuesT BEDaoon n CLOSET \✓ oET-T - _______ •9 Z m G EST > s ae LAUNDRr Roots cuna5 TWINAWNING CASEMENT 4 s/B'x 2•-0 s/B• I6T o.9 b o N 30 J Q �f 209 LAUNO NDRY ROOM -I AWNING 4 5/B'%2'4-, 1., 0.9 s za'-0K" YES __� U D OOM �G 20 21� MAITER 45TER BEDTROOM 11 CXWI45­IC �UCAG-FNT THIN 3'-05-1 31R°X 4'S 3/4B" 10.5 9 a US" sIS, NO 1 nln sl¢n•x w' l�l O Pve sceTlo"Beot 2 d Q - TELEV1910N _ g_g `9 Q 12 .TER BEDROOM p CASEMENT 4 1/2"k 4-5 3/46" 10.5 9.4NO 213 AIII 5 IN AWNING X Y4 5/e° I.B NO ---------------- NOTE: VERIFY ALL WINDOW INFORMATION W/BUILDER IN FIELD ARCIED �p 213 ETEcfoR Is ru LAND1NG13/ - OFENI.. ETECTOF ETEcraR 161,3" oBEDROOM:"3 y uNE of g,'-1 vB° 5'-I I" "•-'/ O O' CEILING HEIGHT O = n m WALK-IN �uNE OF e'H vB• oEreCTo _ Ir..VANITY - SMOKE `Q CLOSET CEILING HEIGHT R 7 BATH 5 HIGH 20 r•,1 O --------- NEE Ep e'-O'HIGH 1'HIGH -- ------------- - --------- A 1! K WALL O EE WALL : KNEE WALL - 3'-0" BATW Q - 12'i2K° �L1NE of g'-1 1/e' 4'4•HIGH m -S.HIGH _ CEILING HEIGHT KNEE WALL l b'NIGH _ KN PLATE - L 'Cj PLATE HEIGHT ism 3'-l•-Ya" 4'-0" 3'-��" p LOFT Y I'6°PLATE �'UHIGH - HEIGHT PLATE HEKaHi ry ����jYj�� I'-6•HIGH 4'-0•HIGH PLATE LINE OF B'-I VB' KNEE WALL F, I'-6'PLATE I'-6'PLATE 'HIGH CEILING HEIGHT I'6"PLATE 4 9 HEIGHT 7OI HEIGHT K E WALL, _ HEIGHT U, mBELOW I�'_5" 4'-0" 9' - 9'�" 4'1" Y-0" 4'b" 11'b" 6- ' 26'4" 7.-0 5' SECOND FLOOR FLAN K FLOOR OR1 �6": SCALE: 114" I'-O" DREAMSCAPES UNLIMITED DESIGN WITH A NEW POINT OF VIEW NEG.-COURT rsls,581-Bon o AroGA SPRINGS r51.1 sal eon r NEW TO-12666 SECOND FLOOR PLAN HARRIS RESIDENCE, EAST LANE, COTUIT, MA. 2D14D34 DDT.,.2D15 A.6HDWN 6 P_1 4 72 2C,-0.1 3 3" 1*-3 '.__ _ -------- ------- POST—P.)ON 4'-1 4'-T 4'-T SCDMMETFF ON 13 PA. OR 1 ...B.I—., DECK POST REINFORCED ­FY —A, IRS EA. OF WIN— gL— . : APPLY DAMPRODFING CONCRETE-0— 0 IN FIELD—,., < I'I CONCRETE FOOTING PlIl WITH 2 —S I—) !ASPHALT BASE SEA-1 TO —10 111)WITH 2-'4 BARS ITY1.1 T. : : UNC_RE.D BARB POOTIN. 0 -1-ICR—FACE OF _l'.CTIN. V TO -0-MIN. 1 FOUNDATION WALL BELOW .......OVER UNDIS—SED -------- BELOW MAINTAIN 11 1 TO 58 MAINTAINED AT 4'HO"MIN. FINISHED GRADE MP-- FINISH GRADE ffTP.1 FINISHED R—.1-1 ............ . ----------------I---------- ---- --------------------------------- --i m, .—FFED, -------------------- ----------------------- ----- CONTROL JCINT -•---- -------- ------------------------------ TIM POCKET 5- POCKET 4-V 4 2 X 2'S M—H ry 'PRESSURE TREATED) ill �lON ALL 7 ill THICK ICHR.. FOUNDATIONINBLLATgAML DOOR _ In SELF 6' J TYPE ALL.—..E G ARC ------------- Rl FORCH % SCREEN BASEMENT ABOVE —..F——IS.—PSI DEICING Z4' I IL IlLY IF 11 1.5.�IIER G— OE P.1 M.S.- —safro IF ORCP NDATION WALL ... ... OR—N FOR GARA.. TWO GAR —I THIS AREA STEP FOOTING UP TO cl W-0 �o b 4-0-BELOJ FINISH GRADE GARAGE AT THIS LOCATION -------- --- --- 1*DEEP—ACTION SLOPE—TOWARDS Tj ------------- JOINTS,USE EARLY DOOR TO DRAIN BEAM(DROPPED) —-L IS" ---------- --------------F ---- -------- ------------- ------ -- --------- ----------- ------- 4'DIA.STEEL C�LWIN X 3'-0' D---------- CONCRETE FILL—J— .I CONCRETE PAD FOR �V'THICK POURED� O.M.R."FOR.- IUNEXCAIATED EA Fo W(2)-4 BIRS EA.WAT UNDATICN WALL FOUNDATION WALL 1—D PSII IYP.l I FOR GARAGE 4"CONCRETE DOOR IN THIS ARE — IERI LOCATION' Z' (4-0-11 BASEMENT---- IN FIELD"P., _ STAIRS 11-14-SMOOTH,REINFOIiCEO O IS RISERS 1 -10.-10....Ml 0— .0M'..—GRAVEL OR CLEAN S,4ND F1 OF Wl—W1 OWNER '7 10,CONCRETE T— BAR.ITYP., OVER BOIL.FCOTT- TO BE MAINTAINED IT 4 25,-4" R—H-GRADE Y--- F-.- : F—NOR—FAD FOR ---------------------- JA t,LL -T- 4-0- AT T., WALL 'GE A ... -F 4'VAMET ---------- --- ---------------- FOUNDATION NOTES-. ----------- -------C-----------m------- ---- ----- ---- - —1 BOTH—1 1—T WALL , ATI rasPUALr BASE �T THIS _0C —110 N L - ----------------- ----------------- 4-D I lI.I—OOLHMN I.=�LL PLAT'7—11 TI I—NDIT111 ITT AN-1 B-11 DIRmn —THIS—NT. APPLY DA11F.'F'— ry A -D 2'—1 THE --------- STOOP 1�=T".I=BElTUmTUlw 11 11— IHALL ExTBw =E I ----------------- ----------- - 4°CONCRETE .T AT. F TED PIPE ETE BLAB 14-0-11 1;7 FINIS ED SMOOTH,REINFORCED IRA— -- —1 OF 'A---------- W, .1..-10—M. FOOTING I—. —IE T- I—M.N..—G- I—BE--.1 COMPACTED GRAVEL OR CLEAN 5AND FILL AN—1-FILTER - ----------------------- —NOT OUR THIS WALL 0 THICK' FLA P 13'-4" 1- I,.IeNTL r BR4cm so As To PReveNT ='PR011 A— SE BMEEDFEF A N111— FOUNDATION FLAN I F—ED AT TB DIN T-1 SCALE: 1/4" = V-O" 1.=�101—R.11_1111"I "I"—111T I G11 AND l IT If T__ ",AT HP FRI, A M.—IGHT.1 WAIL, DREAMSCAPES UNLIMITED DESIGN WITH A NEW POINT OF VIEW IEGPAN CMRT =11)=Z-1 SAR TOGA 5PRINGS IS NEW Y.RK 1.11 rFAw FOUNDATION FLAN HARFR15 RESIDENCE, EAST LANE, COTUIT, MA, --. AS ------------140.4 OCT.T.-IS SHOWN �R o�9 YENi 13 D NOTE. R NT.I VENT I-T %13 RIDGE _ N PROVIDE A MINInW7 OF I" 6.46 CLEAR AIR SPACE BETWEEN 3 X 10 RAFTERS 3 k 10 RAFTERS ROOF INwLATION THE BETTER) AFTERS • (SPF NO.3 OR BE TERI UNDERSIDE-ROOFO AT 16 D.C.lYP.1 f5PF NO OR BETTER) 2.b COLLAR TIES.16'AG AT 16 O.C.RYP.1 —THING RYP.1 AT 16'O.C.RYP.) (SPF NO.3 OR BETTER) R-35 RBERGLd99 INwLATION W/CRAFT PAPER VAPOR RETARDE 3 x S LADDER FRAME NOTE. •RA-(TYP.1 Xrz10'15 a Is'D.C. •S,D.C. PROVIDE A MINIMUM OF I" 3 X 6 COLLAR TIES a I6"O.C. %6 LADDER FRAME CLEAR AIR SPACE BEEIEEN TOF—OF PLATE (SPF NO.3 OR BETTER) •RAKES REP.) ROOF INSULATION AND THE %6 CEILING JOISTS R-3B FIBERGLASS INSULATION UNDERSIDE OF ROOF ALSO TO SERVE AS I-0'OVERHANGS RYP.) W/CRAFT PAPER VAPOR RETARD OVERHANGS—P.) SHEATHING RYP.J E5•Is'O.C. R-30C RBERGLAS6..."lION (5PF NOT12 OR BETTER) somi VENnLATIOry W/CRAFT PAPER VAPOR RETARDER -----— 3 X 6 CEILING JOISTS MASTER NPDORMERSECOL NPDORMERS OF E FOYER A 50 TO SERVE AS BEDROOM 1-1.TIE a Ib'D.C. 9DFF1T VENTILATION fTY f5PF NO.3 OR BETTER) 14'519" LIBRARY P P OF PLATE 4"ADVANTECH `9 R-3B FIBERGLASS INSULATION S -p TO STR---1 FLOORING _ -RAFT PAPER VAPOR RETARD 2�'-T wBFLOOR i °. wBFLOOR r i - —- R-11 FIBERGL656 E IN II F BBRGLp% Q o II VB'TJI 330'S a I6"O.G. TOP O_P OF PLATE 3/4. - 1 OP OF PLATE INSULATION W/a MIL. pDYdNTECH INSULATION W/4 MIL. TOP OF PLATE OF PLATE POLY VAPOR RETARDER STRUCTURAL FLOORING POLY VAPOR RETARDER •9 R-21 FIBERGLASS 6UBFLOOR=I =I9116FLOOR FFIi ENi1LAT10N T'P) INSULATION W/4 MIL. O O Y POLY YAPOR RETARD _ STAIRS v = TOP PLATE WI4%S TOP OF VB"TJI 330'S a I6"O.G. 3 STEEL BEAM PLATE oz, A36(DROPPED) o PALL o z s" o'-lo" 5D IT 6 TI AnDN f o GREAT a TO CENTER OF BEAM TO CENTER F BEAM ROOM 0.4 TYPE•%• OF � L3'-2" IFj'�{:j" _ ON ALL GARAGE WALLS, MUD LT ON BOTH SIDES OF WALLS 2 GAR GARAGE ADJACENT TO LIVING AREAS oLY VAPOR RETARD • DVANTECN _ NO ON ENTIRE GARAGE CEILING ENTRY O P ""__` - STRIICERAL FLOORING i R-31 FBERGLA55 wBFLooft ••••••"„ wBFLooR n'-0K' S'-3' lip _____,__.�........_._.._ - N—TION W/4 MIL_ —___— n O II VB'TJI 330'S a Ib"O.C. ry 4'CONCRETE SLAB(4000 PSU —Y VAPOR _—-— ___-_____.p. _- FINISHED SMOOTH.REINFORCED II VS'TA 330 g a l6'O.C. REEdftDEft P OF-N. f3)13/d'X II l/e'M.L.BEAM(DROPPED) TOP OF FpN W/ COMPACT LED GRAVEL OROR CLEAN SAND FILL R wBFLOOR TO CENTER OF BEAN MIA Mql -_ P F-N. TOP OF FDN. � 3 X 4 STUDS.34"O.L. BASEMENT 5 BASEMENT o o B'T Lu W/R-II RBERGLA53 3 k a STUDS a 34' FOUNDATIOP RAED (3)•5 BARS CONT.P) e°THICK POURED m _______= 15 RISERS.l 3/RS O.C.W/R-il FIBERGLASS y TOP BOTTOM RY ryIXCAVATED EARTH7 INwLATION.W/4 MIL F NDAT ON WALL COINLRETE SLAB(3000 PSN �( POLYVAPOR BARRIER 13 TREADS a 9' 4• INSULATION.W/4 MIL. R SPACE BEHIND f LANDING POLY MOISERE BARRIER OP OF FOOTING S'THICK—Rm -----__= FINISHED SMOOTH,OVER COMPACTED P VAPOR RETARD-] WALL -------- GRAVEL OR CLEAN SAND FILL •O AIR SPACE BEHIND NCRETE SLAB f3000 PSI) a: _--- ___� 4'CO b ML POLY MOISTURE RETARDER 4'-10" m TOP OF FOOTING FNIS�ED 6MOOTHFOVERM COMPACTED GRAVEL OR CLEAN BA—FILL 30'6" 6•CONCRETE FOOTING TOP F FOOTING OOO PSI)WITH 3-•4 BARS ITT— —-—-—- RIDGE BOARD O UNDISTURBED BOIL.FOOTING Ro�E E T 3%13 SECTION E-E a MAINTAINER AT 4'-0'MIN. 28'�" 5'X 16•LDWIT.IE FOOTING BELOW FINISHED GRADE OV PSI)WITH 3-•4 BARS RYP.) OVER UNDISTURBED BOIL,FOOTING NOTE, SCALE: 1/4° e r-o" coNT1NUDU5 SECT ION F-F TO BE MAINTAINED AT W-0•MIN. PRO11DE A MINIMUM I' b RIDGE VENT %12 RIDGE BOARD BELOW FINISHED GRADE CLEAR 1IR ACE 5 EEEN 3%10 RAFTERS D x 10 RdFTER6 3 ROO IINwLATION AN (5PF NO.3 OR BETTER) D f5PF N0.3 Oft BETTER) SCALE: 1/4" v I-O' UNDERSIDE OF ROOF pi Ib O.C.(TYP.) SHEATHING—P.) T I6 O.C.(TYP.J COLLAR TIES.16"O.C. 1212 lSPF C.3 OR BETTER) X 10 RAFTERS 2 10 RAFTERS TOP­OF LATE LR `�' TOP F PLATE TOP FPLATE-— AT PF N0.3 OR SERER) 3 X 6 TOP OF PLATE CEILING JOISTS 1 CEILING JOIST6 1SPF N0.3 OR BETTER) O SERVE AS 6'O.C.(TYP.) 050 t0 SERVE A9 i 16 D.C.T'P.) P OF WINDOW -3S PIBERGLA99 INwLATION c 1 R TIES c 16°O.G. C LAR TIES a IS,O.G. r111/CRAFT PAPER VAPOR RETARDER PROVIDE CONTINUOUS (SPF NO.2 OR BETTER) SOFFIT VENTILATION lTYP.) NOTE: (SPF NO.3 OR BETTER) _30C FIBERGLA PROVIDE A MINIYNM OF I" 95 INSULATION MASTER - - CLEAR AR SPACE BETWEEN GUECJ•'r R/CRAFT PAPER VAPOR BARRIER m o BEDROOM "3 BEDROOM DF 1NwLAT1DN AND THE R-31 RBERGLA59 [5 m NDER—THING OF ROOF \ j. BEDROOM m 17-lo" 14'-5V2" IN—TION VCRAFT SHEATHING fTTPJ TOP OF PLATE PAPER VAPOR RETARD TT ADVANTECH STRUCTURAL FLOORING wBFLOOR STRUCNRAL FLOORING MAR ma I I --•,� wBFLOOF_O --•� — SUBFLOOR_� TOP OF PLATE TOP F PLATE — TOP OF PLATE II l/B'TJI 23p'B a IS"O.C. TOP OF PLATE R_FIBERGLASS INSULATION PROVIDE CONTINUOUS B)3 x Los BEAn PROVIDE CONTINUOUS W/CRAFT PAPER VAPOR RETARDER n.L.BFAn m.Jsu) SOFFIT VENTILATION RYP.) SOFFIT VENTILATION RYP.) - a--- STUDY SCREEN DINING o PORCP wRAPPEo. T 4 o STOOP ROOM STORAGE 9 0 CRET NE BLAB f3000 PSI) 1-4- - FIB GLAS ERB Q FIN 90HED SMOOTH,REINFORCED AT10N W/4 MIL. NCRETE BLAB(3000 PSI) R-31 RBERGLd59 UU 6%b•10 x•10 W V POLY VAPOR RETARD ED SMOOTH,REINFORCED INwLATION W/4 MIL POLY GRAVEL OR O W/6 X 6•Io X•10 W M.OVER VAPOR RETARD CLEAN 6oND FILL 13'-3" 4'-815" ., LEG GRAY- 3/4'ADVANTECH 6/4'DECKING T.B.D. CLEAN SAND FILL B14-ADI AL FLOORING 3%10'S a 16'O.C. NTECH wBFLOOR (PRE—RE TREdTED) wBFLOOR - _ wBFLOOR AL FLOORING wBFLOOR n - ---- II 1.-TJI 330'9e 16"O.C. _ ---_ ry ---- • ----- 11 11'TlI TOP OF FDN. TOP OF FON. TOP OF FON. 11 VB-11 33o'8 a 16"O.C. TOP F PON. PCBrfrrP.Dart BASEMENT P DIAMETER /� BASEMENT ram•xr-b•xr-0' SONOEBERYP., �CAnPCTED 3xas11- a34•o.c. >,/LOMPCT- DREAMSCAPES UNLIMITED NCRETE PAD FOR W/R-II FIBERGLASS LAAS P. POSTS RELINE. 'THICK POURED EARTH FILL INwLATION,W/4 MIL. EARTH FILL N-11N, MIL Wf31 X.BARS E4.WAY FOUNDATION WALL PO LT VAPOR RETARDER mI AIR 9PAD5 BEHIND H1cK POURED r5000 PSN _-___ _ .r AIR SPACE BEHIND DESIGN W ITN A NEW POINT OF VIEW Polr VAPOR RETARDER 5 T FOUNDATION WALL ------- : : Wl CONCRETE SLAB BOOR P91) S MIL.POLY H,O ERE RETARDER ETE SLdB TIRE PTA FINISHED SMOOTH,OVER COMPACTED 6-POLE M,OVER, RETARDER HAN C'R` GRAVEL OR CLEAN SAND FILL e X 16•CONCRETE FOOTING NISV-SMOOTH,OVER COMPACTED O RAiO K SPRINGS (515)9BI-SOTS(FA% PSI)WITH 3-•4 BARB RYP.) GRAVEL OR CLEAN BA FILL NEW YORK I— TOP OF FOOTING OVER UN BTIJRBED SOIL FOOTNG TOP OF FOOTING TOP OF FOOTING TOP F FOOTING tt TO BE MAINTAINED AT 4'-0-MIN. CROSS SECTIONS BELOW FINISHEDGRADE B'%16"CONCRETE FOOTING f3000 PSU WITH 3-•4 BARS fTING e� SECTION Gs-Gs TO UNDI6ERBED5DIL,FOOTING m. PARRIS RESIDENCE, EAST LANE, COTUIT, MA. E MAINTAINER AT 4'-0'MIN. SECTION D-D BELOW FIIN GRADE SCALE: I/4" = I'-O° SCALE: I/4" = I'-O" ID14D34 OCT.T.-15 AB BHD�N Dom, 6 SUPPORT- BELOW AT T.I. -.-T- 1-11 LIL"IFLJSI{l (DROPPED BEARING ALL x A x x DOD P09T TO OF HERE R wlNooW `A-POsi T BEARING WALL nJ 31.1 x 11 1 LIL'6 BEAM fFL.U6.1 Hl 1- 11 BELOW rtYP.J BEARING WALL BELOW -P.) x 11 1.Tll IS"O.C. x x Tll I.' L. zt START �--T x olm MM ld 1 LL SECOND FLOOR FRAMING FLAN f2)2 U'S BEAM-T,) SCALE: 1/4" - 1'-0" ------------ ---------- ------- --- ------------ ---------- ------- ----------------------- ---------------------- LL x------------ x iii -I IL ------- LLw------------ ---------------------- -------- ------------------------ ---------- ----------- ---- ----------- --- Z--E -7 W"I 330's 0 T. 3. 11 TA 2S0S 16'0... Serr TART-St LAYOUT V 0... DREAMSCAPES UNLIMITED k) 14 511 11L DESIGN WITH A NEW POINT OF VIEW ': Y.-IRB66 FLOOR JOIST FRAMING PLANS -------- FIRST FLOOR FRAMING FLAN -------- HARRIS RESIDENCE, EAST LANE, COTUIT, MA. SCALE: 114" - C-O" A - - - - - - - --- - 12:12;, ,,12:12 12:12 12:12 ✓/ N N I / iNI/ N 12:12 12:12 12:12 12:12 l 12:12 12:12 12:12 ROOF PLAN SCALE: 1/4" = 1'-0" DREAMSCAPES UNLIMITED DESIGN WITN A NEW POINT OF VIEW wunN cwR, nie,sei-eo,s o nMrsa,con sPrew�s .sie,seiao,e�nx $ NeL roaK i:e� ROOF PLAN u4RRIS RESIDENCE, EAST LANE, COTUIT, MA. �.=14034 ---- --- --- -- -- --- --- --- - --- --- --- --- --- --- --- --- - - --- --- --- --- -- --- --- --- -- --- --- --- --- -- ----- --- --- --- -- --- --- --- q --- --- --- - --- ---- -------- 2 lO'.oV O.C. :: " "o 2 ,x -x::: 10 a)1 314-X V LYL J 'P I O. %.l 4' 12 1` 2 X 10 6 62 X --- -- --- -- 12 RIDGE BOARD ROOF FRAMING FLAN SCALE: 1/4" 1'-0" DREAMSCAPES UNLIMITED DESIGN WITH A NEW POINT OF VIEW -T ROOF FRAMING FLAN I U-AP-FR15 RESIDENCE, EAST LANE, GOTUIT, MA. 2014034 OCi.1. SEWAGE SYSTEM PROFILE 8c DETAILS GENERAL NOTES h 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO MASS NOT � SCALE ENVIRONMENTAL CODE (310 CMR 15.00,TITLE 5). AND THE LOCAL BOARD 1 54.0 OF HEALTH. 000,Ir ° 2 53.0 OBSERVATION PORT 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE S=2% MINIMUM WRITTEN PERMISSION OF THE ENGINEER AND LOCAL BOARD OF HEALTH. 3. ALL ERRORS, AND CHANGE OF CONDITIONS AT THE SITE OMISSIONS. °rI 13 51.80 12 51.70 SHALL B BROUGHT TO THE WORK.ATTENTION OF THE ENGINEER PRIOR TO SCHEDULE OF ELEVATIONS �� ,• �*4. •-•. 14 52.0 4 49.64 11 51.60 4. THIS PLAN HAS BEEN PREPARED SPECIFICALLY AS A SEPTIC SYSTEM 5 49.39 DESIGN AND IS NOT TO BE USED TO ESTABLISH PROPERTY LINES OR 1 FIRST FLOOR '.•s _ _ 10 49.60 MIN. BREAKOUT BUILDING SETBACKS. PROPERTY LINES AND BUILDING LOCATIONS ARE sT� • ,. GRAPHIC ONLY, PROPERTY LINES NOT HAVING BEEN VERIFIED. NO Ui sll 2 TOP OF FOUNDATION •' f ! PIPE INV. AT FOUNDATION ' _ 15' . � 3 - .. ' • . . ., Y 7L=16.0- 5 �� REPRESENTATION OR CERTIFICATION AS TO THE ACCURACY OF THOSE _ - b BOXJILBA AN FILL SHOWN IS IMPLIED OR INTENDED. FILL WITH T TANK INLET _4 INV. OF PIPE AT SEP IC 5. ALL DISTURBED AREAS ARE TO BE LOANED, SEEDED AND MAINTAINED TO .. W/ �� . 36" MAX 5 INV. OF PIPE AT SEPTIC TANK OUTLET = _S=0.Q2 =10. MIN, LIE ELERS } ER FABRIC _ PREVENT EROSION. INV. OF PIPE AT D-BOX INLET = r : S=0.02 _MIN. - GALLLEY F PROPER 6M" S-O.OI L=VARIES 6 ORPERFORMANCE, SEPTIC TANK SHOULD BE INSPECTED AT 7 INV. OF PIPE AT D-BOX OUTLET = 3 49.85 0 _ LEAST ONCE A YEAR AND WHEN THE LOYAL DEPTH OF SCUM AND SOURS o ` EXCEEDS 1/3 THE LIQUID DEPTH OF THE TANK, THE TANK SHOULD BE '_ CI ® e PUMPED. LOCUS MAP NOT TO SCALE 8 INV. OF PIPE AT START OF LEACHING FIELD = L�i -P SCHD, 40 PVC TEES 9 BOTTOM OF LEACHING FIELD = _ (� . .. - ;. , ; •: 7. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND 10 TOP OF STONE _ `• 'I'D ACKNOWLEDGED BY THE MASS. D.E.P. AND THE LOCAL BOARD OF HEALTH; 11 FINISHED GRADE OVER LEACHING FACILITY = GAS BAFFLE b= 6 49.Q7 7 48.90 .. - • AND CONFORMS WITH THE REQUIREMENTS OF TITLE 5 OF THE MASS. 12 FINISHED GRADE OVER D-BOX = ;S' �PERVKMIs MATERIAL NATURALLY N SANITARY CODE. NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR 8 48.77 IMPLIED. 16 TBO � � � + 13 FINISH GRADE OVER SEPTIC TANK .'•; _: NQTE: 9 46.77 S. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL 14 FINISH GRADE AT FOUNDATION = .'; 1500 GALLON SEPTIC TANK 1. RISERS AND COVERS TO FINISH GRADE CONDITIONS FOUND AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS H-10 PRODUCT ACME NOT CONSIDERED AN IMPLIED OR EXPRESSED WARRANTY OF SOIL 15 BOTTOM OF SEPTIC TANK = % : PRECAST MODE. OR EQUAL USE (3) 500 GALLON 16 TOP OF CELLAR FLOOR = GALLEYS WITH: 2. H-10 SEPTIC TANK, H-10 D-BOX, H-10 GALLEYS CONDITIONS BEYOND LIMITS OF SUCH TEST HOLES. • ' 15 45.06 _ 42" STONE ALONG SIDES; 3. AND SCHEDULE 40 PVC PIPE THROUGHOUT s. ALL ORGANIC AND UNSUITABLE MATERIAL MUST E REMOVED FROM THE 6" MIN. CRUSHED STONE BASE AREA DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING 27 BETWEEN; FACILITY. THIS AREA MUST BE BACK FILLED TO THE ELEVATIONS INDICATED 36" ENDS. 4. THE CONTRACTOR SHALL @E RESPONSIBLE FOR ON THESE PLANS WITH SELECT ON-SITE OR IMPORTED SOIL MATERIAL, TOTAL LENGTH = 36' OBTAINING A TRENCH PERMIT FROM THE LOCAL CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL,, MUNICIPALITY IN WHICH THE WORK IS BEING FREE FROM ORGANIC.MATTER AND OTHER DELETERIOUS SUBSTANCES. - TOTAL' WIDTH _ 12' PERFORMED. MIXTURES AND LAYERS SHALL NOT BE USED. THE FILL MATERIAL SHALL CONFORM TO MA STATE HEALTH CODE TITLE 5 - 310 CMR SECTION 15.225(3) AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND DESIGN DATA HSE 28 TODD WAY SERVICED BY TOWN WATER FIVE MIN. PER INCH, BEFORE AND AFTER PLACEMENT. 170.04' 1. BUILDING TYPE: 3 BEDROOM DWELLING 10. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT S570_0'35"W \ 2. DESIGN FLOW: 110 GPD PER BEDROOM = 11.0 x 3 = 330 GPD MATERIAL FINER THAN A NUMBER 200 SIEVE. 3. DESIGN PERCOLATION RATE: <5 min/inch 11. THE DESIGNER HAS NOT .BEEN RETAINED BY THE CLIENT TO 4. GARBAGE DISPOSAL: NO CONSTRUCT OR SUPERVISE THE CONSTRUCTION OF THE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION (j 5. SEPTIC TANK DESIGN REQUIREMENT: 200% DESIGN FLOW OF INSTALLATION OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH. 330 X 2 = 330 GAL. (USE 1,500 GAL. MIN. PER TITLE 5) 12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND (�>\ 6 TOTAL LEACH AREA REQUIRED: VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. TITLE 5: 330 GPD / (0.74 GPD/SQ.FT.) = 445 SQ.FT. (CLASS I SOIL) 13. TIGHT JOINT PIPING TO CONSIST OF POLYVINYL CHLORIDE (P.V.C.) Q x 51.E 7. TOTAL AREA PROVIDED: SCHEDULE 40, UNLESS OTHERWISE NOTED. X 51.7 12' X 36' LEACHING FIELD (SEE DETAIL) 14. THE AFTER EXCAVATION NOTIFY THE I FOR GN NTHE EELEACH FOR BED X 51:5 EFFECTIVE DEPTH = 2.0'; LENGTH = 36.0'; WIDTH = 12.0' (PRIOR TO THE PLACEMENT OF STONE) AND ALSO AFTER PLACEMENT OF PIPE & STONE PRIOR TO BACKFIWNG. 0) LOTS 5 `-& `-' MATERIALS INSTALLED. THE CONTRACTOROSHALL C ROVI EF A SIEVES ANALYSIS SIDE WALL AREA - (2x36)(2) = 144 SQ.FT. CERTIFY BOTTOM AREA = 12x36 = 432 SQ.FT. t++ OF THE FILL MATERIAL REQUIRED. AN AS-BUILT PLAN SHALL BE SUBMITTED 4.0,309± S.F. LOTS END WALL AREA = (2x12)(2) = 48 SQ.FT. TO THE LOCAL BOARD OF HEALTH UPON COMPLETION. TOTAL AREA PROVIDED = 144 + 432 + 48 = 624 SQ.FT. 16. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE L 0/7 ¢ PROPOSED SEPTIC BED EXCAVATION DURING CONSTRUCTION. 51.5 x 624 SQ.FT. x 0.74 SQ.FT./GPD = 461.76 GPO 17. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED TQTAL FLOW PROVIDED = 461 QPD FOR THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION. 5' REMOVE AND REPLACE ,- - NOTE: SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. AS REQUIRED (SEE NOTE #9) SOIL EVALUATOR ' S O LOG w IN IN Depth from Soil I Soil Soil Soil Other o RESERVE Surface Ho r Texture Color Mott. Relative / \ Inches USDA Munsel Factors �. ELEYATl41! DEEP OBSERVATION HOLE #1 L. 50.7 N i « ♦ • «♦« ♦ « « • ♦ r « ` / �0.37 ON-4" OEA LOAM 1OYR 5/1 « ♦ / 48.20 4 -30" B LOAMY SAND 1OYR 4/6 47.20 30"-42" C1 LIED. SAND 2.5Y 7/3 PERC ® 48" 32.0' O 3ma42"-144" C2 SAND 2.5 Y 7/2 NO CLEAN SAND r:; NOT WELL GRADED DEEP OBSERVATION HOLE #2 EL. 50.7 (A Z o 5= 00T4" OEA LOAM IOYR 5/1 G/0 O 0 x 51.2 O 48.20 4-30" B LOAMY SAND 1 OYR 4/6 '*1 47.20 3Q"-42"" C1 MED. SAND 2.5Y 7/3 PLAN MAY NOT BE ADDED TG. DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTMR PROPOSED '` ---� r*1 38.70 42 -144 C2 SAND 2.5 Y 7/2 NO CLEAN SAND CAPE t ISLANDS ENGINEERING. WC X 51.8 DECK. NOT WELL GRADED 50.2' -! ALESS AND UNTIL SUCH TIME AS AN ORIGINAL ORNAL (RED) STAIN' APPEARS ON THIS PLAN NO PERSON DEEP OBSERVATION HOLE #3 EL. 50.7 Xt PEIr"S, MUNICIPAL OR PUBLIC OFMIAIL MAY RELY UPON THE WFORMATION CONTAINED N; AND THIS PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENONSERING, MIG.g0 X 51.1 � �`( 50.3Z 0"-4" OEA LOAM 1 OYR 5/1 PROPOSED . < �`0�J'CEQ ,,\.�- 48.20 4"-30" B LOAMY SAND l OYR 4/6 r ® DWELLING PROPOSED CjG P�E. 9Z•2Q 30"-42" C1 MED. SAND 2.5Y 7/3 PERC ® 48" F.FL. EL -54 0 GARAGE 51 X75 rn p�, 38.70 42"-14e C2 SAND 2.5 Y 7/2 NO CLEAN SAND L 1/21/16 CHANGED TO A 3-SEDROOM MC Mc 47.5' NOT WELL GRADED 52.25 51 X5t1 REVISION BATS DRsCRIPTI0IV BY APPR DEEP OBSERVATION HOLE #4 EL. 50.7 OwNRR OF RRCOIRA ;0 A ;a50.37 0"-4" OEA LOAM 1OYR 5/1 STANLY K. HARRIS 00 to 51 X75 .51= � p 0 48.20 a-30" B LOAMY SAND 1 OYR 4/6 (A }= 30"-42" C1 MED. SAND 2.5Y 7/3 P.00LEAN SAND ?YLE. BOX. 75711 f HSE 60 PROPOSED ` Z, 0 38.70 42"-144" C2 SAND 2.5 Y 7/2 NO SERVICED BY f WATERLINE x 50.6 - NOT WELL GRADED APPLICANT: S x 50`5 OF ft4`®�: PERCOLATION RATE - <2 MIN./INCH BAYSIDE BUILDERS TOWN WATER lye q'' ,e���a of �'��s '°• DEPTH TO GROUNDWATER = NONE ENCOUNTERED P.0. Box 95 I x 5a7 r�Arrl �vr �G OBSERVATIONS 8Y: CHRISTOPHER COSTA, PLS SE#450 crxTERvrLLL' Jl.4. ozssz 51 A X C.COSTA « PROJRCT: WITNESSED BY: DONALD DESMARAIS R.S. #� cn Q o Ivo. �.3ss SEWAGE DISPOSAL SYSTEM DESIGN P2 0 �, �,, DATE TESTED: 06/11/2013 P#14027 I� cn x 50.4 50.1 x •. sir rST��� 72 EAST LANE NOTES �•C'A'PtlVV09V5¢• BENCHMARK ► I#1 443 ' 5O ELEC. 1. GROUND ELEVATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT COTUIT (BARNSTABLE), MASSACHUSETTS TOP ce w/ DISK 0.a51.41 xI50.7 PED, EXISTING WELL SURVEY AND AN ASSUMED DATUM. LEGEND I " ® I 2. THIS LOT IS NOT IN A FLOOD HAZARD ZONE AS SHOWN ON FIRM FLOOD SHRBTNO.: 1 OP 1 DAVZ. a 1s N56 44 30 E INSURANCE RATE MAP NO. 25001CO543J. s : As NOT EXISTING PROPOSED DESCRIPTION 170.04' 0 J S u� PRO Y. MC C 50.E 50x5 SPOTGRAOES CDC'- ^EDGE of PAVEMENT �p1 � ��s °� ' ' 3. WATER SERVICE LINE SHALL BE LOCATED AND MARKED PRIOR TO ANY PRIPARM sY Rim=50.04 / ///� EXCAVATING AND 10' MIN. SETBACK DISTANCE FROM SAID SERVICE TO THE TEST PIT EXISTING T 1 ,31J `Y/DE ^' P/Q/�AT�� ,L14 v SEPTIC SYSTEM SHALL BE MAINTAINED. SEPTIC MANHOLE WATER -A , PAVEMENT ��NOFk4 CAPE & ISLANDS ENGINEERING a4` SHUTOFF EDGE OF 4. ALL WATER LINES SHALL BE SLEEVED WITHIN 4" PVC SCH 40 PIPE FOR CIVIL ENGINEERING-NAND SURVEYING-ENVIRONMENTAL�M��NG UTILITY POLE BENCHMARK o , O� 'a, PK NAIL SET MATIIIEW C. �� 10' ON EACH SIDE OF SOIL ABSORPTION SYSTEM. SUMMERFIELD PARK � HYDRANT EL=50.00 COSTA .., 800 FAL14OUTH ROAD SUITE 301C 508.477.7272 PHONE InfbOCapeEng.com LIGHT POST No. 52282 MASHPEE,MA 02649 508.477.9071 FAX www.CapeEng.com 5. LOT COVERAGE: LOT AREA = 40,309t S.F. PNDDisK HSE# 0\ PUTNAM AVENUE VACANT LAND 0 20 50 100 � � PROPOSED DWELLING, GARAGE, DECK & PORCH =2,034 S.F. 6.1% DRAI►Ixc T7TLa: CATCH BASIN \ usll�+ ° TOTAL LOT COVERAGE BY STRUCTURES = 2,034 S.F. ( 6.1% ) » SEPTIC DESIGN PLAN CONTOUR � SCALE: 1 = 20 \ 6. THIS LOT LIES WITHIN A ZONE 11 WELL RECHARGE AREA AND GROUNDWATER PROPERTY LINE PROTECTION DISTRICT. ASSRSSORS INFORKATION: MAP 037 PARCEL 017 HOUSE #72 ° 'n ► crsn SCHEDULE OF ELEVATIONS NOTE: SEWAGE SYSTEM PROFILE & DETAILS 1. RISERS AND SECURED COVERS TO WITHIN GENERAL NOTES 6" OF FINISH GRADE NOT TO SCALE ' ++ 1 FIRST FLOOR = 2. H-10 SEPTIC TANK, H-10 D-BOX, H-10 GALLEYS AND ++ SCHEDULE 40 PVC PIPE THROUGHOUT 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO MASS ENVIRONMENTAL 2 TOP OF FOUNDATION = 1 53.75 3• THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OBSERVATION PORT CODE (310 CMR 15.00,1ITLE 5), AND THE LOCAL BOARD OF HEALTH. * • . N 3 PIPE INV. AT FOUNDATION = 2 52.75 A TRENCH PERMIT FROM THE LOCAL MUNICIPALITY WITHIN 3 OF FINISH GRADE 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN • •• N 4 INV. OF PIPE AT SEPTIC TANK INLET = IN WHICH THE WORK IS BEING PERFORMED. 5 INV. OF PIPE AT SEPTIC TANK OUTLET = S-2X MINIMUM PERMISSION OF THE LOCAL BOARD OF HEALTH. 3. ALL ERRORS, OMISSIONS, AND CHANGE OF CONDITIONS AT THE SITE SHALL ' •'• ;� " 13 50.80 BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING T • LOCUS � 0 6 INV. OF PIPE AT D-BOX INLET = 7 INV. OF PIPE AT D-BOX OUTLET = 12 50.40 MING HE � RELATED WORK. 8 INV. OF PIPE AT START OF LEACHING FIELD = 14 52.0 4 48.75 1=K1 11 51.80 4. THIS PLAN HAS BEEN PREPARED SPECIFICALLY AS A SEPTIC SYSTEM DESIGN AND 9 BOTTOM OF LEACHING FIELD = 10 48.80 IS NOT TO BE USED TO ESTABLISH PROPERTY LINES OR BUILDING SETBACKS. " 40 OP OF STONE •� ••:•� ,, , !,L , ,, q,, :,{.- , t,, q MIN. BREAKOUT A • 10. 1• , l 11 ( PROPERTY LINES AND BUILDING LOCATIONS ARE GRAPHIC ONLY PROPERTY LINES + - •! (? ,..rr, ii ,1" !:.�.,1. ..'ii�. ;-1! I. }:-,.lr-L,I:,iL:,„J,. :: llu--l., I .,,-:x. , , ,... t a• • ,, it ,.! . , 7, ,1_. i.. ,, .tl . L._, l 1,. L..1-.+.,r.,ui ,i_ + FACILITY I TY I !. . i(!- t_ _. [i f[ .. , ,r �.,,Y li!, i, 1 ,.x1,.i ..,,, ;L, ,,.:rxr, r, RING C L _,,,_,�. .� _,:__f ._ , -r,..�._ , �, ,. . . t ii ,, , .,� r ,� _ � 5 GRADE OVER LEACHING ,, t . r ,,, r ,_ ..,. _.,_ :: I.t�: � ..t., , L . ,,. .I, 1 ._.. ., .�,.,:!1 ,; ;I.. ,. .i,, 3!, ;,�.,f�.,:;.�, 1,,-a,.r7, ..;.7 . I, �I NOT HAVING BEEN VERIFIED.w 11 FINISHED GR _. „ . . a. .,�1 . ., �.,:.,..�,� , , �i„ ..., „tl ,. ,. , , i=, f. . ., , , , , r . I , , r, . 4 ,>, ,.,1 ,a ;. E NO REPRESENTATION OR C RTIFICATI �• .. ; ....,_ i. ,.,. , �Y .:_. .,.� . .,1., _, _. ,_ ,, _, ,, , ,r ,,. s. I _ , E ON AS TO THE • • 1 :`(:I i _ . !, ..... .. .. x.- .i i., ... �. u.i .4..IJ. r__,i.., ..1, ..f, .a. ,Ik .Ll„..,_ 1.1r+ .. ...-,..1. ,.,. }.,. tia-_,...,4.i} ,!1 1.1.. }.t, x_„ n I r ,.,. ,, t , , _.,,...,..... __ Y_.,i,_ No I ...1. ,_��-s,. ,. ...,,. r I __. , • . , I,. •:JIB:- �I ,+ i :, �: +i--,u; 8 OU , •,. _ ! i , ... _ ., .� , „,,,.. � .. l _.,,_ .._ ._ ..., ..a ,�. � t, ... ( to t. . [t..,..1.!,t, 1((,ytt., i:.. ,;.i.. ,� i ,Lu,. s • ._ _, 4 ACCURACY OF THOSE SHOWN I M R D BOX „I r, , _ �,. , .. _a _ , _ r „ , " . INTENDED. 1 FINISHED GRADE OVER j. - ... • .,..,. _ 1 Il !I) � ,16.-.i .• ..,,..,,.1..1,d,ll "}t,< T� ,rel l�r 1.�..,4.1..�.,tar<•W.�. 71.a;rr - ,,- >_ Ltl .. .r_ „ , �,,_.I ._r L . ._.�,. .�. � .r ,f.., _.,. o eox ,T ��•_ ;:_ ,� .�{�..,.•._ r ,..,,- i , BACK nLL n•i - • • „ ,, j ., - ;.1; , ,1,.,, ..r1(.r! „ ill .t.,�t.. �t1,,..L,.,,(r,r,.a; w ,�;l,,.;,�, ,��.•a.6-a I -ti,�.l..�.. , .�„r!l: 9 YM ._. :.: . G ' OVER SEPTIC TANK = •". Ija..L,, 1( fa a,' 1l' . L. _u,,, L. Iii •tt' • 1 FINISH GRADE �. .;��: MIN , _;�';, ,,__ ,_ ,. / ,,. �.._,� �1[-;,!I?�.�,�: 5. ALL DISTURBED AREAS ARE TO BE LOAAED D .,�. � 3 �.. • ;:,t� A. .�u.',,.. a t,�n,,a , ..i ,� ,,,[;- �Jlr.,,l....y , , a: Feu. ,i SEEDED AND MAINTAINED • . ,I :t' t.�°�� ,7, it i}: 'ii,l, 1:.,, r ,1 ,,,t CLEAN r 1, I� ,! 1 , , a •• • _ ► 1! r I,.. {.... J f p_ 1-.-i (" VELER.� F r ! fi- • u c , f L=15. l i', �I1.,r MIN. i [f `tl }, a MIN. �,,1, G , , ;,, , t,> JI TO PREVENT EROSION. 14 FINISH GRADE AT FOUNDATION = u. r�l! 1a hT, _ _ ' "i,' ;El 1"` a+!J },t i MIN. r1� F,, ,ai ur�; tr r �r , !`. r., .•:, , fl r. , }., S 0.02 L 4 ...,, ,,. �II,i'i S-0.01 L=VARIES ,` ,� ae MAx, t�.�,� LOCUS MAP NOT TO SCALE _ " a�r r , } �t Iz ,I }� �` � 15 BOTTOM OF SEPTIC TANK , ii' f il�1 :a , s c -- :, , ,>> O O „� ?I ,+ 6. FOR PROPER PERFORMANCE, SEPTIC TANK SHOULD BE INSPECTED AT LEAST 3 49.07 .. .. , 1, r-. if , O SCHD. 40 PVC TEES �ffl , ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 16 TOP OF CELLAR FLOOR y t , _ ,�, •, t., 11;iti Il i t;�i. Ir,i"Si 1If j V 1� ,,llir,l� ,�I t , I �tf i 'C `' f;• ��` 1 3 THE LIQUID DEPTH OF THE TANK THE TANK SHOULD BE PUMP r ( i.. ��' t• ia, ,I.I.r`iJ l��l' .� 111 i; •• n .. i i,�Ll ij,Jt{`�1 / t ED. 7. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND ACKNOWLEDGED t S'' �+ �ry�.••+� ii,lfll 1'iri1�!1it'Ifi GAS BAFFLE + ,!t'f r,l • .•., J .r,, Oo 6 48.34 7 48.17 i BY THE MASS. D.E.P. AND THE LOCAL BOARD OF HEALTH; AND " 4 OR NATURALLY OCCURRING �'t >> i° °• I!`tIr't'1,i31i ,I` a l,'jr}1,r,EI% :;qi�,! t!i!}, {J' �, 1 �Itl,, PERVIOUS MATERIAL lki) la�i ialr 8 47.97 .�,, , . ,r . . cV CONFORMS WITH THE REQUIREMENTS OF TITLE 5 OF THE MASS. SANITARY CODE. I6'�ll 'Ii, -il ', ,Irr+ i �;,� u-Yi, lr'; "r°�r� r I f 11" NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED. 16 T DD ( I a( I 1�}y11)l�lfil l�l'1,Iitt�4l, lVi ri4t11, 1,r11tlF,�y}fllf •".•:.`�f� tltt ij.F�iif!I;,11 Ei�liA}hl�lti _ _ - - - - '.r r-,.; -n 9 45.97 ,U_..a.,.Ily-r ,.� ,l,dl,- !. ,_�, .;-...f. {}.i,,I,;�1J ., .-li,. .� :�[,.{:.7�',✓ f•", •�1,,,,!i_�ll ij= lr�{j,i -+T};i?�; �' l- 1500 GALLON SEPTIC TANK la';�ra,.::_--� � - -.ul•;::���r.�r.:::r. ��f} �t�c�:.�._:.:.: .r.�.>�:-..tit-�a.� 8. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS FOUND u7l �r AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED AN � . H-10 PRODUCT N ACME ,if .."i�Pi> I .0 T� #, ,.fl,r,,,,l]E ,i PRECAST MODEL OR EQUAL USE (2) 500 GALLON GALLEYS WITH: IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMIT'S OF �., t •. t a I, I 1 I j� r f' * y P f `i`.�p f i p{ ' •' • I r r,lJ!-�!�1 1�1f�I41> i f ilJ'! .I+jl� f t�'}LL I t�.t� L! 's'r L�;(u.,,}l..�r,l.11q�;l a�,'li .�! 'Ilf,I�i f E".�rfl� 15 44.17 �' ,' 7;i rk r� �, �; �, t�'s�', f 4fa_ I t11't>i la"It, III ;a `�i 36" DOUBLE WASHED STONE ALONG SIDES; SUCH TEST HOLES. t? tr '[ " " 60" BETWEEN; 6 MIN. CRUSHED STONE 48" ENDS. 9. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE AREA COMPACTED BASE TOTAL LENGTH = 30' DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING FACILITY. THIS TOTAL WIDTH - 11' AREA MUST BE BACK FILLED TO THE ELEVATIONS INDICATED ON THESE PLANS WITH SELECT ON-SITE OR IMPORTED SOIL MATERIAL, CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS DESIGN DATA SHALL NOT BE USED. THE FILL MATERIAL SHALL CONFORM TO MA STATE HSE# 28 TODD WAY N SERVICED BY TOWN WATER HEALTH CODE TITLE 5 - 310 CMR SECTION 15.225(3) AND SHALL HAVE 1. BUILDING TYPE: 3 BEDROOM HOUSE PERCOLATION RATE OF BETWEEN TWO AND FIVE MIN. PER INCH, BEFORE AND 170.04, 2. DESIGN FLOW: 110 GPD PER BEDROOM = 110 x 3 = 330 GPD AFTER PLACEMENT, S57'00 35"W 3. DESIGN PERCOLATION RATE: <5 min/inch 10. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM 'FINES AND ANY 4. GARBAGE DISPOSAL: NO ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL FINER THAN A NUMBER 200 SIEVE. 5. SEPTIC TANK DESIGN REQUIREMENT: 20OX DESIGN FLOW 11. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR 330 X 2 = 660 GAL. (USE 1,500 GAL. MIN. PER TITLE 5) SUPERVISE THE CONSTRUCTION OF THE SYSTEM. THE CONTRACTOR IS 4 6. TOTAL LEACH AREA REQUIRED: RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF INSTALLATION TITLE 5: 330 GPD / (0.74 GPD/SQ.FT.) = 446 SQ.FT. (CLASS I'SOIL) OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH. 7. TOTAL AREA PROVIDED: 12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND 51.39 11' X 30' LEACHING TRENCH (SEE DETAIL) VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. ' 51.75 EFFECTIVE DEPTH = 2.0 ; LENGTH - 30 ; WIDTH = 11.0 13. TIGHT JOINT PIPING TO CONSIST OF POLYVINYL. CHLORIDE (P.V.C.) • 5t•5Z SIDE WALL AREA = (2x30)(2) 120 SQ.FT. SCHEDULE 40, UNLESS OTHERWISE NOTED. BOTTOM AREA = 11x30 = 330 SQ.FT. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION �� • END WALL AREA (2x11)(2) 44 SQ.FT. 14' INSPECTION AFTER EXCAVATION FOR THE, LEACHING BED PRIOR TO THE �- LOTS 5&6 TOTAL AREA PROVIDED = 120 + 330 + 44 = 494 SQ.FT. PLACEMENT OF STONE) AND ALSO AFTER PLACEMENT OF PIPE & STONE L Off, 78 494 SQ.FT. x 0.74 SQ.FT./GPD 365 GPD PRIOR TO BACKFILLING. 40s 309± S.F. TOTAL- FLOW -PROVIDED .�s_- 15. DESIGN ENGINEER' SHALL CERTIFY CONSTRUCTION OF SYSTEM AND MATERIALS L OT INSTALLED. THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS OF THE FILL 1.48 NOTE: SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. MATERIAL REQUIRED. AN AS-BUILT PLAN SHALL BE SUBMITTED TO THE LOCAL 5' REMOVE AND REPLACE °o SOIL E VA L U A TO R S LOG BOARD OF HEALTH UPON COMPLETION. AS NECESSARY 16. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE PROPOSED (SEE GENERAL NOTE #9). Depth from Sall Soo Sall Soh Other SEPTIC BED EXCAVATION DURING CONSTRUCTION. N SOILS TO BE CONFIRMED Surface Hor. Texture Color Mott. Relative 17. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR BY ENGINEER PRIOR TO inch" USDA Munsel Factors THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION. PLACEMENT OF SYSTEM VATION DEEP OBSERVATION HOLE 1 EL. 50.7 COMPONEN ---�• �► 60.37 0"-4" OEA LOAM IOYR 5/1 4� _ _ __ T _ 0•0' 48.20 4"-30" 8 LOAMY SAND IOYR 4/11 LEGEND RESERVE 39.ZQ 42"-144" C2 M SANDED 2.5 Y77/2 NO CLEA/3 PERCN • 48" 30.0' •y• Z CLEAN SAND N N I• ,• •.; •,,1• , , ��; � w N NOT WELL GRADED XI STI N G ROPOSED 'WJ '°`+, ' +`+ + +•`+ +`'.�•i' DEEP OBSERVATION HOLE 2 EL. 50.7 E 1 1-9 S= 0" 4" OEA LOAM IOYR 5/1 --�•..r �f CONTOUR ELEVATION g �• ''`M' '`' ' • ' '`+ ' ' '`'' �' g - 4E.ZlL 4"-30" a LOAMY SAND IOYR 4/5 m 9.6 ,..;;�; ;•.. i "'� " " REVISION DATE 5 0 x 5 SPOT GRADE ' `•`"• •' '•` ._� \ 47� 30 -42 C2 M SAND 2.5 Y7i/2 No APPLICANT: DESCRIPTION BY APPR 50.5 � C / 42"-144" CLEAN SAND NOT MLL GRADED . TEST PIT (TP) � c / 51. DEEP OBSERVATION HOLE 3 L. 50.7 G. J.C. REALTY TRUST 80 DAVIS STRAITS, IV PROPOSE � SO.37 0"'-4" OEA LOAM 10YR 5/1 SUITE 202 ❑ � CONCRETE BOUND (CB) , 5185 S+0 DECK �SPIKE (SPK) ag.2o 4"'-30" B LOAMY SAND 10YR 4/8 FAL�IDUTH, alA. 02540-89 f 0 Az 30"-42" C1 MED. SAND 2.5Y 7/3 PERC • 48" UTILITY POLE (UP) 4.0' • 51.14 i i g0 8� 38.70 42"-144" C2 SAND 2.5 Y 7/2 NO CLEAN SAND PROJECT: ��jE NOT WELL GRADED # �c LIGHT '' ,-� SERv P•�E WE � " DEEP OBSERVATION HOLE 4 L. 50.7 SEWAGE DISPOSAL SYSTEM DESIGN H WATER GATE (WG) R �� , PR 5= oN 4 " OEA LOAM iOYR 5/1 WATER SERVICE (WS) 48.20 4 -30 B LOAMY SAND 10YR 4/6 4= 30"-42" Cl MED. SAND 2.5Y 7/3 72 EAST LANE SG� 38.70 N SAND 42"-144" C2 SAND 2.5 Y 7/2 NO �AWELL GRADED IN 4'3 PERCOLATION RATE _ <2 MIN./INCH COTUIT (BARNSTABLE), MASSACHUSETTS HSE# 60 QOe��- ��►�� DEPTH TO GROUNDWATER = NONE ENCOUNTERED Q P 1. 5o s3 OBSERVATIONS BY: CHRISTOPHER COSTA, PLS SE#450 SERVICED BY • 50,82 // SHEET NO.: 1 OF f DATE: 06111113 TOWN WATER � WITNESSED BY. DONALD DESMARAIS, R.S. 51 XO / DATE TESTED: 06/11/2013 SCALE: As Noted PRC FILE: OXFORD_184_CLA�VCY �1.6s 50.7( � ' �P�•c� F M � "� 't,^a e NOTES DESIGN BY: MCC CHECKED BY: ItATTHEW C. COSTA, R.S. I #1 ? > $ g a� /4ATIH r 1. THIS LOT IS NOT IN A FLOOD HAZARD ZONE G t ,i I (4 rA o 0� Z / C.c AS SHOWN ON FIRM FLOOD INSURANCE RATE MAP. PREPARED BY. m 50.40 50 4 EXISTING WE NO' a 2. WATER SERVICE LINE SHALL BE LOCATED AND MARKED I � vl �. E tid . ,f; PRIOR TO ANY EXCAVATING AND 10' MIN. SETBACK BENCHMARK ) ? fy3 *�0.7s ®51.43 sAWj% O TOP CB W DISK ( ELE � 'L Costa Associates,/ C4 DISTANCE FROM SAID SERVICE TO THE SEPTIC SYSTEM I . 50. SHALL BE MAINTAINED. 0� EL.= 51.41 � I 71 I .40 / G 170.04' i I / 3. ALL WATER LINES SHALL BE SLEEVED WITHIN 4" PVC CIVIL ENGINEERING • LAND SURVEYING • ENVIRONMENTAL CONSULTING thrl Or- N5B'44 0 SCH 40 PIPE FOR 10' ON EACH SIDE OF SOIL ABSORPTION SYSTEM. CATCH BASIN F51.05 BENCHMARK 4. GROUND ELEVATIONS ARE BASED ON AN "ON THE GROUND" P.O. Box 128/ 465 East Falmouth Hwy. 508.548.6424 PHONE EDGE OF PAVEMENT PK NAIL-sET-' LAYOUT PLAN INSTRUMENT SURVEY AND AN ASSUMED DATUM. East Falmouth, MA 02536 508.548.0350 FAX www.costaassociates.com I JO X OE N P I/.4 TES LANE ��50.00 EAST / .3O G�®E ^' PUBL/C� LANE "�" PAVEMENT GRAPHIC SCALE 5• LOT COVERAGE: DRAWING TITLE: / ( EDGE OF PAV LOT AREA 40,309 S.F. SHOWER & PORCH =1 900 S.F. (4.7X) SEPTIC DESIGN PLAN xo o +o 1 �o eo PROPOSED DWELLING, GARAGE, DECK, , PROPOSED PAVING = 725 S.F. ( 1.7X ) C DISK FNa �"5 TOTAL LOT COVERAGE BY STRUCTURES AND PAVING - 2,625 S.F. ( 6.5X ) HSE# 0 PUTNAM AVENUE N VACANT\.AND ( IN ) TOTAL LOT COVERAGE BY STRUCTURES = 1,900 S.F. ( 4.7% ) 1 inch = 20 tt• ASSESSORS INFORMATION: MAP 036 PARCEL 026 HOUSE #72