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HomeMy WebLinkAbout0233 LAKE SHORE DRIVE - Health 233 Lake Shore Drive Marstons.Mills A = 030 021 �9 I I i Steve Kreth 2nd floor ��� 233 Lake Shore Drive 11 FT Marston Mills Proposed remodeling of attic area 11 Ft I 10 FT attic 1. Area is finished (floor, lights,some framing)and unfinished T 5ft 2. Have included estimates to meet prescriptive code for insulation& bathroom closet foyer aA-Me— UOTA Full O Bath room 13 FT attic hallway 15 Ft Stairs EE 10 Ft 4-8 Ft r___IIT'/:bathroom 5Ft • - office 30 Ft � bedroom bedroom 0 O balcony Steve Kreth 233 Lake Shore Drive Marston Mills 2nd floor closet foyer Full O Bath room attic Stairs office bedroom bedroom O O balcony Steve Kreth 233 Lake Shore Drive Marston Mills First Floor office Lroo- garage Stairs kitchen Living room Full bathroom bedroom Full Bath room Steve Kreth Basement 233 Lake Shore Drive Marston Mills BOILER a storage storage stairs Walkout Door 233 Lake Shore Drive Marston Mills storage nJunction Area is all open box (Used as game room) Y2 bath i V66 dwol Ivu 00'A F7 K4 to a . 4A400A� s��1v� s�,s►�1�1 'Al a�°� S 5 T CoE)u-1- 4vv �3 coo l _ { Nf coo tz I Existing Window 54x28 Kreth Existing Window 54x28 233 Lake Shore Drive Stai s to ill floor Marston Mills, Ma Existing _ 246" Window 54x28 _ smoke alarm O combination Walkout Basement Existing Exterior storage door 23x80 shelves Existing Window 54x28 p O 144" Existing Recreation E Junction box double window 66x6o Room/Area 0 smoke alarm o toilet combo 0 125" Adding: 216„ Wall for storage area Dry wall Toilet shelves Proposed project-turn insulation basement into recreation Lights/outlets Carpet area Ceiling the Existing Window 54x28 Kreth Existing Window 5428 233 Lake Shore Drive Stai stolnfloor Marston Mills, Ma Existing 246" Window 54x28 smoke alarm O combination Walkout Basement Existing Exterior door 23x80 Existing Window 54x28 O O Junction box 144" Existing double window 66x60 smoke alarm 0 combo O O 125" 216" Present Basement N Jr Bk 27978 Ps 28 =5513 02-07-2014 a1 12=57v DEED RESTRICTION WHEREAS, STEVEN JAMES KRETH and GEORGIA ANITA KRETH are the owners and reside at 233 Lake Shore Drive,Barnstable (Marston$ Mills),MA 02648, and being shown on as Lot 66 on a plan of land entitled: "Subdivision Plan of Land in Marstons Mills, Barnstable Mass., designed for Long Pond, Inc., Petitioners, by Crowell and Taylor Corp., 89 Willow Street, Yarmouthport, Mass., Scale 1"= 100' March 15, 1974",which said plan is duly recorded in Barnstable County Registry of Deeds in Plan Book 222, Page 157, WHEREAS,STEVEN JAMES KRETH and GEORGIA ANITA KRETH, as the owner of said lot have 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 construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal or Sanitary Sewerage; f Health as a re-condition to granting and WHEREAS,the Town of Barnstable Board o p g g � authorizing the issuance of a building permit for the remodeling of the basement to add a wall for storage and a bathroom on 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; NOW THEREFORE,STEVEN JAMES KRETH and GEORGIA ANITA KRETH, do hereby place the following restriction of this above-referenced land in-accordance with this agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: 1. 233 Lake Shore Drive,Marstons Mills,MA 02648,may have constructed upon the lot a house containing no more than three(3)bedrooms. STEVEN JAMES KRETH and GEORGIA ANITA KRETH agree that this shall be permanent deed restriction affecting 233 Lake Shore Drive, Marstons Mills,MA 02648, and being shown as Lot 66 on Plan recorded with the Barnstable County Registry of Deeds in Plan Book 222, Page 157. This restriction could be revised if the Town of Barnstable provides public sewer or advanced sewage technology in the future. The restrictions set forth in this document may be revisited and revised after the recording of this document if the Town of Barnstable updates technology or the requirements for the subsurface disposal or sanitary sewage from the private to the public. 1 f = Bk 27978 Pg29 #5513 For title of 233 Lake Shore Drive,Marston Mills, MA 02648, see Deed recorded with the Barnstable County Registry of Deeds in Book 27399, Page 35. EXECUTED as a sealed instrument this day of February,2014. STEVEN J S KRETH FORWA ANITA KRET14 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this '�}' day of February,2014,before me,the undersigned notary public, personally appeared Steven James Kreth and Georgia Anita Kreth--FF proved tome through satisfactory evidence of identification, which was/were � C O V t�Z U LA to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he/she signed it voluntarily for its stated purpose and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his/her knowledge and belief. � 1L�tI'S tary Public Commission Expires: JE88iCA®.C • OomrMnoyr �octxnefls geplerrtl�a� 24,T1 b 2 BARNSTABLE REGISTRY OF 11109 Commonwealth of Massachusetts ._ Title 5 Official Inspection. Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 'p 233 Lakeshore Dr. ^M .... 5.. .... .... .... Property Address:. .. .... Arthur&Janice Berland -Owner:- Owner's Name information is .. . required for every . Marston Mills Ma. 02648 4/6/13 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 errd.of the form. .... Important:When A. General Information filling out forms on the computer; use only the tab key to move your 1. Inspector: cursor-do not... Ricky Wright Use the return: key. Name of Inspector B & B Excavation;Inc. �y Company Name 14 Teaberry Lane C ompany Address. b. orestdale MA:: City/Town State Zip Code 508-477-0653 S14595 Telephone Number License.Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the:inspection.The inspection was performed based.on my training and experience in the proper function and maintenance of on site ..... sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340.of ...... Title 5(310 CMR 15000). The system: . ® Passes. ❑ Conditionally Passes ❑ .Fails Needs Further Evaluation by the Local:Approving:Authority . 4/6/13 spector's Signat a Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)withih 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,:the inspector and the.system owner shalFsubmit the... report to the appropriate regional office of the DEP. The origidaUshould be sent to the system owner and copies sent to the buyer, if applicable, and the approving:authity. ****.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.te sys , ►U�te rnL ill perform in the future under t v srt 1 the same or different:conditions:of use. . _.. ...... _ ..... ... 3►4USU'Vg jo 34,1Q1 t5ins•11/10 Title 5 Official.Inspection Form:Subsurface Sewage:Disposal System-_Pagel of 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 233 Lakeshore Dr. Property Address Arthur&Janice Berland Owner Owner's Name information is Marston Mills Ma. 02648 4/6/13 required for every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below): t5ins•11/1C, Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 233 Lakeshore Dr. Property Address Arthur&Janice Berland Owner Owner's Name information is required for every Marston Mills Ma. 02648 4/6/13 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes(cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM e''p 233 Lakeshore Dr. Property Address Arthur&Janice Berland Owner Owner's Name information is required for every Marston Mills Ma. 02648 4/6/13 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/z day flow t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts N ti; r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 233 Lakeshore Dr. Property Address Arthur&Janice Berland Owner Owner's Name information is required for avery Marston Mills Ma. 02648 4/6/13 page. CitylTown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins-11A0 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts ._ w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 233 Lakeshore Dr. Property Address:. ... ... .... _. Arthur&Janice Berland -Owner Owner's Name information is required for every Marston Mills Ma. 02648 4/6/13 page. City/Town State Zip Code Date oflnspection . C. Checklist . Check if:the following.have been done..You must indicate":yes" or"no'.as to each.of the following: ... Yes: .No Pumping Information was provided by the owner, occupant, or Board of Health _ . ❑ Were:any of the system components:pumped out in the previous two weeks? __ Has the system received normal flows:in the previous two week period? Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built.plans of thesystem:obtained and examined?(If they:were not.::::. available note as N/A) ® ❑ Was the.facility or dwelling inspected for signs of sewage back up? . . .. . .... .... ® ❑ Was the site inspected for signs of break out? ® ❑. . Were all system components, excluding the SAS, located on site?. . _.. ® ❑ Were the septic tank manholes uncovered, :opened, and the interior of the tank inspected for the condtionof the baffles or tees, material_of construction, 6. dimensions, depth of liquid, depth of sludge and depth of scum? Was the facility owner(and occupants:if different from owner) provided with El . ® information on the.proper maintenance.of subsurface sewage disposal systems?... The size and.location of the Soil_Absorption System.(SAS)on.the site has. been determined based on: .... ® ❑ Existing information. For example, a plan at the Board:of Health. Determined in the field(if any.of the failure criteria.related to Part C is at issue : ::approximation of distance is:unacceptable) (310 CMR 15.302(5)] D. Sy stem.Information ... Residential.Flow Conditions: Number.of bedrooms(design):: 3 Number of bedrooms(actual.).. 3 DESIGN flow based.on 310 CMR 15.203.(for example: 110 gpd x#of bedrooms): 330 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System.•:Page 6 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 233 Lakeshore Dr. Property Address Arthur&Janice Eerland Owner Owner's Name information is Marston Mills Ma. 02648 4/6/13 required for every page. Cityfrown State Zip Code Date of Inspection D. System Information Description: Number of ct.rrent residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): n/a Detail: Sump pump? ❑ Yes ® No Last date of occupancy: current Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 233 Lakeshore D . Property Address Arthur&Janice Berland Owner Owner's Name information is required for every Marston Mills Ma. 02648 4/6/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of cccupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: B&B Excavation Was system pumped as part of the inspection? ® Yes ❑ No If yes, volume pumped: 1500 gallons How was quantity pumped determined? site glass Reason for pumping: maintence Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no)(if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 233 Lakeshore Dr. Property Address Arthur&Janice Berland Owner Owner's Name information is required for every Marston Mills Ma. 02648 4/6/13 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: 1999 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 1 feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from >20 private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): At time of inspection building sewer appeared to be in working order no sign of leakage or blockage. Septic Tank{locate on site plan): 6" 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 Dimensions: 1500 gal Sludge depth: no sludge P t5ins•11;10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments w 233 Lakeshore Dr. Property Address Arthur&Janice Berland Owner Owner's Name information its required for every Marston Mills Ma. 02648 4/6/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle no sludge Scum thickness no scum Distance from top of scum to top of outlet tee or baffle no scum Distance from bottom of scum to bottom of outlet tee or baffle no scum How were dimensions determined? scour stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): At time of inspection septic tank appears to be structurally sound. No sign of back-up. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins-1110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 233 Lakeshore Dr. Property Address Arthur&Janice Berland Owner Owner's Name information is required for every Marston Mills Ma. 02648 4/6/13 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 f Commonwealth of Massachusetts - Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 233 Lakeshore Dr. Property Address Arthur&Janice Berland Owner Owner's Name information is required for every Marston Mills Ma. 02648 4/6/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert 0 Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): At time of inspection d-box appears to be in working order,no sign ao carryover or deteration. 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.): i Soil Absorption System (SAS)(locate on site plan, excavation not required): If SAS not located, explain why: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 I Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 233 Lakeshore Dr. Property Address Arthur&Janice Berland Owner Owner's Name information is required for every Marston Mills Ma. 02648 4/6/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 2-500gal/stone ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): At time of inspection leaching appears to be in working condition.No sign of hydraulic failure. Cesspools (cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•1110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts F ti: F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �.. 233 Lakeshore Dr. Property Address Arthur&Janice Berland Owner Owner's Name information is required for every Marston Mills Ma. 02648 4/6/13 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•11.10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachuse ts. _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 233 Lakeshore Dr. Property Address - Arthur&Janice Berland Owner Owner's Name " information is .required for every Marston Mills . "" " Ma. 0264& 4/6/13 page. City/Town' State Zip Code Datelof Inspection ....- - D. System Information (cont.) 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: ". 0—hand-sketch in the.area below.. drawing attached separately _.: U, W. t3/'.�3 /7 3' Sy=g , t5ins 11/10; Title 5 Official Inspection Form:Subsurface Sewage:Disposal System_-Page 15 of 17"... t Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 233 Lakeshore Dr. Property Address Arthur&Janice Berland Owner Owner's Name information is Marston Mills Ma. 02648 4/6/13 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: >120" feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 1/Ml998 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: Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•11i 10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 f I' Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 233 Lakeshore Dr. Property Address Arthur&Janice Berland Owner Owner's Name information is required for every Marston Mills Ma. 02648 4/6/13 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 TOWN OFBARNSTABLE V LOCATIONL-Y' 1 && ;,, 1z 01 SEWAGE # —71 ASSESSOR'S MAP & LOT 02c�o- b4 r INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY t LEACHING FACILITY: (type) .(size)_ NO.OF BEDROOMS BUILDER OR OWNER .PERMITDATE: COMPLIANCE DATE: "•. Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility-(If any wetlands exist . within 300 feet of leaching facility) - Feet, Furnished by i 1.:. i Haase '�e� i No. F7 Fee /o• THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: k/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Dtgaar *pgtem Construction Permit Application for a Permit to Construct(Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. j1n BSI CJ,S M i BLS Owner's Name,Address and Tel.No. Asses so Map/PaiceTI{eIP �/c� 1 lit (.J.Q-t�=t*! IP�1 L L.�+v� �V Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Owr) /I�aiL c_/. f;�q -, C_ f1c) 4 At-b J.�(G 1�bi c-L-AC_ A 4S 1 2,7� �/-�%��G..�� �B� i /�' �✓CNM1.I .t. PrUj Y�� �Ja � � � I,7 ��,���� Type of Building: Dwelling No.of Bedrooms Lot Size 36�q sv sq.ft. Garbage Grinder Other - Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ` gallons per day. Calculated daily flow -3 gallons. Plan Date 11 -i,Y Number of sheets 1 Revision Date 1I—2-"f Title S i'TEE Pi,*,4 F-6A A7PZT I-}i u2 Size of Septic Tank ��� Type of S.A.S. Description of Soil l c>,4,-7 >� r,,a-gin - I��,�- ��� S.�-►�`�� l�.A-� t; L-Ati E2 - 2:S H 614 r.h-)`7u C�-4. LA-r�_� b Nature of Repairs or Alterations(Answer when applicable) Date last inspected:- Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation un it a Certifi- cate of Compliance has been issu this Board of lth. Signe Date Application Approve y Date Application Disapproved for the fo owing reasons Permit No. Date Issued t No. S _--7-7-7. •� Fee r n C) .»w . THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppricatiotifor 3i!5poal *pgtem Con5tructiott permit Application for a Permit to ConstrucC/Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address soor�[Lot No. JV%A•yLST a'`JS lh f 1,L.S Owner's Name,Address and Tel.No. r� G) ' As�se o Map/Parc'e1�1-fdv2 ��1 V(� RT1�1.ti2 r►•i�EG �ct— 3o C?;k re A, r+�A r ni yr 1 YrT/ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms_ ? Lot Size 36,tf SO sq. ft. Garbage Grinder( ) NO Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3�t9 gallons per day. Calculated daily flow 3�U gallons. Plan Date 11 -3-4'off' Number of sheets l Revision Date Title _S I T r- PL Aj Fog A-R-T i4we `t ,-T 4N 1 C-E 3,Fi2LA��� Size of Septic Tank yye Type of S.A.S. - Description of Soil A t kyF se -- io., r 3/l SA'►.4 a,-� Lc�� 6 t--A.--isX - 10 r Dy ' 6- L_ FA 2.S' «I• 614 Ctir r2 s13 SA7-,`i EL Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site-sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation un it a Certifi- cate of Compliance has been iissu this Board of lth. f Signe i t z Date k Application Approved y :i ` Date -3 Application Disapproved for the fo owing reasons a Permit No. - Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (tompliance ` THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ),Repaired ( )Upgraded( ) L Abandoned( )by - at a 3 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 9y 7Z dated Installer Designer The issuan of hi permit shall not be construed as a guarantee that the syste 1 �t' esigned. Date G Z Inspector J No. 7 _ Fee n V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 3Digpo-gar *pgtem (Cott!6tructiort permit Permission is hereby granted to Construct Repair( )Upgrade( )Abandon( ) System located at_ a '� _21, ( ,>Q 0, �'� & J and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:C�on�s-t-r-u^c'tiion must be completed within three years of the date of t it. Date: 7 � Q Approved y _ �� , TOWN OF BARNSTABLE OFFICE OF DsaalTSDL 3 BOARD OF HEALTH mum �Op 1639• `j� 367 MAIN STREET HYANNIS, MASS.02601 March 3, 1998 Ronald Cadillac, P.L.S.,R.S. P. O. Box 258 West Yarmouth, MA 02673 RE: 233 Lakeshore Drive, Marstons Mills Dear Mr. Cadillac: Your request for a variance on behalf of your client, Wendy Smith, to install an onsite sewage disposal system at 233 Lakeshore Drive, Marstons Mills, which would be located 123 feet away from a neighbor's well, is not granted. This variance is not granted because you failed to determine the groundwater direction flow at this site. This determination may be made by installing and monitoring at least three groundwater monitoring wells in accordance with standard hydrogeological analysis methodology. The Board members requested this groundwater direction flow determination because the Board needs to know whether or not the sewage wastewater from the proposed septic system will flow toward the neighbor's well. You testified that you have to meet a short deadline and will not be able to determine the groundwater direction flow before that time. Therefore, the Board cannot grant this variance request at this time. Sincerely yours, 16"-04 .cr 0j,--IL_ Susan G. Rash-R.S. Chairperson Board of Health Town of Barnstable SGR/bcs caailac2 Dd RONALD J. CADILLAC, PLS, R S Professional Land Surveyor Registered Sanitarian P.O. Box 258. West Yarmouth, MA 026 73 (508) 775-9700 (800) 520-5591 TRANSMITTAL FORM To: Prv-wJsT-pA 1� qem-bf bap Re: rJ r-)' Date: , 6 Certified No: Enclosed: Le L)1�� Fr e__0 Message: VlS C -- --- — _ Signed: _ C'60 Job 's CQ iz"i S � 6� IS RONALD L-CADILLAC, PLs � 1rRS 1ti� '2. Professional.-Land--Surveyor-&-Registered Sani �,, \�, P.O. Bog 2�5$,..West-Yannouth:,MA 0267 ~ PECEI!!E� {509}-_775=9700 0 J A N 2 7 1998 ABUTTER LIST AND NOTWICATION DOCUiMENTT0N1HEA�BHDEPT. Date: l 2 E, C1 ,5 To: B d of 146alth 8 9 Re: Proposed septic system at: 2 3 3 L 4t--E S h6 r e r SAS AMA, Lot 2 Owner/Applicant: sm.1114 AB=RS: Map �O Lot =2 Map J O Lot s, BRONA- l A"VAL1E21 GAynble LeSLl 6 �. �DP,—7TEIR1 11 LA*-e- &k6re br• 3 Ellis k DIArs -�fvS ryl, l( s 02648 W - NC;LJ-MN , rqA 021 �� Map 30 Lot 67 Map �D Lot �g FLo`LD R n n V;tfiE(z 1<A 26 k) E�, ' R-66 .1 234 Lfte Sh.orc. br. 2 Z2 LA Kz S hof2z l )r Map O Lot 66 Map Lot Dffil i— yEC(-H ioNE C(o V iec wo,jiE- Z4-( CAIv-d6ve Dr MA 0214 6 Map Lot Map Lot TOWN or UAMNSTABLC VAT F i .0 orrm or FE01 S., O l .Ag„rin. ! 130A110 or HraLTII nFCF1VFI) nY I j ANC 397 MAIN STnEE1 IIYAIII119,MASS.02601 VARIANCE REQUEST FORH ALL VARIANCES MUST nr, SUnMT.TTFD FiFTEEN (15) DAYS PRIOR TO '11117. sc;lir'.UUr,r1) 11UA1111 01" IIE.ALT11 MEETING. — NAME OF APPLICANT \tJ Qg Q"1 �rlg,'"n+ - TBL. 140. 80 5757—5z85 ADDRESS OF APPLICANT 52-1 Wiz- c�a- >✓ ��y y NAME OF OWNER OF PROPERTY SUBDIVISION NAME L oAja ,v�;( IA Tg APPROVED-9 1IL615 ASSESSORS MAP AND PARCEL, NUMBER LOCATION OF REQUESTS-��_T L.�}- h,� SIZE OF LOT SQ.FT WETLANDS WIT112N 200 FT.YRS�(�`S NO VARIANCH FROM REGULATION(List Regulation) VA-Y- c -6 top�`� b y 2-7 ' 1 Z3' �e9 ui REASON FOR VARIAFICP,(May attach if more space In needed) EFT lO 1 PLAN -- F01111 COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL BRIAN R. GRADYt R.S. r CHAIRMAN . SUSAN G. RASR, R.S. .JOSBpH C. SNOW, N.U. BOARD OF HEALTH TOWN of BARNSTABLE f S a RONALD I CADILLAC, PLS, RS Professional Land Surveyor Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 January 26, 1998 Ms. Susan Rask, Chairperson Barnstable Board of Health 367 Main St. Hyannis, MA 02601 Dear Ms. Rask: Enclosed please find 4 copies of a site plan for a proposed new home at 233 Lake Shore Drive, Marstons Mills, MA. Proposed location of system is 107' from wetlands, and isdown gradient from existing well. Please call if you need any further information for the meeting. Thank you. i Sincerely, Ronald J. Cadillac RONALD J. CADILLAC, PLS, RS Professional Land Surveyor Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 NOTICE OF BOARD OF HEALTH HEARING To: Abutters Project Location: 233 Lake Shore Drive, Marston Mills, MA Applicant: Wendy Smith 521 East 5th Ave., #306 Salt Lake City, UT 84103 Project Description: Applicant seeks to build a 3 bedroom home on Lot 66. Variance requested is: l.Vary distance of leaching to well by 271 (123' provided). Local Regulation: Applicants Agent: Ronald J. Cadillac Hearing Scheduled: Tuesday February 10, 1998 at 7 p.m., or as so01.1 thereafter as practicable at the second floor Conference Room, New Town Hall, 367 Main Street, Hyannis, MA Town ofBarnstable Department of Health,Safety,and Environmental Services �Im Public Health Division Date / _ - 7 367 Main Street,Hyannis MA 02601 S BAANBTABM .� Time Date Scheduled I/ � a o - 9 7 - .A Fee Pd.-- -�-C)-n--- Soil Suitability Assessment for Sewage Disposal Performed By: [9NA1�L7 .� l A 1,I i 1 -� Witnessed By: �7 GTZ(Lt� LJt 2,�2 1 ntG Y LOCATION &''GENERAL,INFORMATION:.: Location Address a,33 L�- S}(cl"C. ,r- Owner's Name . �giv/j Address 521 S41f Uj 0 C�/d U 184�D Assessor's Ma /Parcel: :; 1 Engineer's Name R .J � C/-�t 11� Assess p — /l'L NEW CONSTRUCTION V REPAIR Telephone# 7 7 S_a 10 0 Land Use \AJ O a Slopes(%) Surface Stones Lcf) 1 i i Jt Distances from: Open Water Body 1-7 o ft Possible Wet Area � �� ft Drinking Water Well (10d R IO I ft Other ft Drainage Way 1 0 ft Property Line SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Ilot �'" /111ati t Lot of 66 N 31 Lort' 67 w Nun Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face /L'/ Estimated Seasonal High Groundwater 3 7 0 wN DETERMINATION FOR SEASONAL MGH WATER TABLE Method Used: po/.,p 6/P y ozy,,► , N�/)- in. Depth Observed standing in obs.hole: /v in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment A,l/� R• Index Well#___._._ •grading Date:_ Index Well level..---- Adj.factor Adj.Groundwater Level . :: PERCOLATION TEST.:.: Date me w�A laza (7WO Observation Hole# Time at 9" Depth of Perc J NverlS Sri 5 L/ Time at 6" Start Pre-soak Time® 'o` °o I:( 0 Time(9"-6') End Pre-soak g7Q 66V,- 1 I '3 , Rate Min./inch G �rhia Gzryw'' Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back--� Copy: Applicant bGEP OBS 111VATION ROLE LOG Hole# Depth from Soil Ilorizon Soil'fcxturc Soil Color Soil other Surface m. (USDA) (Munsell) Molding (Structure,Stones,Douldercs. l/ P> S u n la l sr S/� cr1 N0 �© /v Y S� �> n Dole#2 DEEP OBSERVATION HOLE LOG' Soil other Depth from Soil I lorizon S(USDA)Textu f e Soil Color(Munsell) Mottling (Structure,Slones,Douldercs. Surface(in.) 0 " / to r 3 2 AJo C 2S 6 I'd 20 610 v4v -0 NOW ° UEI;p 0I3SEItVA'I ION DOLE LOG hole# Soil Other Depth from Soil I lorizon S(USDA) (Munsell) Soil Color Mottling (Structure,Slones,Doulderes. Surface(in.)from (USDA) e ElI llEEI' 013SvA`ION ROLE LUG 1101c# Soil Other Depth from Soil I lorizon S(USDxlure SA) (Munselloil r) Mottling (Structure,Stones,Doulderes. Surface(in.) (USDA) e Flood Insurance Rate RO Above 50o year flood boundary No_ Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No_ Yes Deptaturally Occurring_Pervious Miaieria➢ Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? r fiS If not,what is the depth of naturally occurring pervious material? Certification i certify that on JUO0 l (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.01 VI r 07'_O. I •. 43'-W 30._p. ,n 2'-10' 19'-2' 6'-4' 1'_8• b'_0• 6._0. 4'S3' S'-10' RETAINING WALL • O BY OTHERS B A ►LLd66... A3 A3 4 O' 1852 295 -2 MS2 W :a G SUNROOM LCTI L_ N ST QI I ABOVE I t ! I VEL30B �y 'o—� � N o 3 1 1061 1i1 . 1 ul 21blO i I V 1 O 0 ri-T2 $ 2a !E ® <« �� � I /� I _ I PSy6 PS 6 a 446 PS 6 24 O b'-4 1/4' 3-11 1/2' 13-O 17'-4 1/2' I6'-II 3/4' q'-4 6 0 o ti' 2 SW FIRE RATED 1'Q m GYP.BD.BETWEEN GARAGE t LIVING SPACE LIN. -- • BUILT BLOCKING FOR GRAB BARS EXTEND TO RAFTERS __-___ -i IN i' 36'A.F.F. 30'SOFFIT- T CAB. :n o ABODE WALL CABi I 2f' a GARAGE r 2S I GREATROOM 62�GLASS BLOCK SECT a a r 4 4"CONCRETE SLAB .Fl25 "v jL=L4,L W MASTER SUITE C n _ O PITCH TOWARD DOOR Mti . 2fi ' tSEATO W GLWAASSI- d 240 1SPDOWN ivPCAB Y i L1N. �bCl[ 1p o2 PTAIRJ 1 2 BLOCKING FOR GRAB BARS I I i i<--SW SOFFIT REF.[.A 1L2¢ YAUNDRY i I I KITCHEN DM 1 12'CEILING in 2 ' m 29 4446 2446 -;Yt44b io 2'-4' 6'-O 1/4' 9'-4' 1 VS.r FOYER o I 2k 7 1 COFFERED CFJLING ;c 30. I� , Z C335 I ® ® ® ' t Q I I tu JW. i DINING ' ---- - Z nec.CAN � :... .: EXCERG S o ____ t'7A.SONRY 2456-3 p Q N U 7 ' _____ 2456-3 STEP 1 L Ll� m Q 1 � o Q � 6-O' 6 b' b-b' a'0� 9'-� 4'-� 4'-0' 9-0. q,-pa tu cn Q SHEET LX F1EZ5T FLOOR PLAN h/o (() U 44'-O" 13'-0' b'-,V ��� ;... ►I s II '���►�� II�IILI�I Li;� ,I �I �I ,., ► II I IIII� i!I ! �I. 1 I► I I III �' li � ® 1z . ��II .II:I� I►I I, .� ail � � Bill GUEST I�II illl I I I 2� it, BEDROOM i��►II� L��III o � 12'-2 1/4' - I � I I o BEDROOM #2 A� � 26 E�a U - ItgI5E0 TNRE9NOLO O � q FWE 13'-3 3/4' 5'-8 10'-2 I/4' 2 V o p ! 10 m 36'Y72' o ON. 7118 A 1 m 2k BATH / �� •' m RAIL W /' • II 54 3 U f�\ UNOE 8 ' - OPEN W � �-BELOb1 :• o Q 244b GS SE31tO CIS 244.6 w n � a O Q Z (,'-A- a1-2" _On 71 4_O" -2"' b'_4« O -J 7_O« 44'-O" (�� l�- 13'-O" r s7._O« W ! 1 S SHEET SECOND FLOOR PLAN SCALE= 114' - 1'-O A44 ' JOB: 0241 i NOTES ASA OgGS ROAD h LOCUS IS IN AN RF ZONING DISTRICT, 1. LOCUS IS A.M. 30, PARCEL 21. AND APPEARS TO BE SUBJECT TO 2. ELEVATIONS SHOWN ARE ASSIGNED. f NOTE: LOT AREA SHOWN IS 3. LOCUS IS IN FLOOD ZONES B & C ON FIRM DATED 8/19/85. -< ES TAKEN FROM PLAN BOOK CONSTRUCTION YARDS OF: 4. A'LL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) S OOGR n r•n O O NOT TO FRONT YARD 30 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 150' ARE ON TOWN WATER, EXCEPT FOR ONE WELL. y 3� OP 04 222, PAGE 157. � SCALE N "-,91.4 SIDE YARD 15' 6, COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 04 x 91.3 , 7, INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". \ REAR YARD 15 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW y MAX. BUILD HEIGHT OF 30 OR D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. _ 2 1/2 STORIES WHICHEVER IS LESS. 9. DEPTH OF COMPONENTS NOT TO EXCEED S, OR VENTING MUST BE PROVIDED. BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. 9�\ ACTUAL ZONING DETERMINATIONS MUST ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. S x g 5 \ BE MADE BY TOWN ZONING OFFICAL. 10, STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. �� \ 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOCATION MAP �90 4 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. � \ x 90 5 12.- IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING %yv. \ \ IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). 4 \ \ BENCH MARK--TOP OF CONC. 13. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE 1 x 8 3 x9 3 �90.3 z- BOUND = 90.00 ASSIGNED gO ^ \ DEPTH (inches) ELEV.(feet) 8.8 91.8 ,tJ\ j \ 0 82.6 0. ' - 1 7 \ \ TEST HOLE DATE: November 20, 1997 6„ 0 layer \ 0, \ PERFORMED BY: Ron Cadillac, Soil Evaluator A layer 10yr 3/2 \ \ 80.5 WITNESSED BY: Gerry Dunning,. Inspector 12„ sandy loam 84. 9.6 PERC RATE: <2'-00" inch C layers) � \ TOP FOUND. / ( B layer 10yr 5/6 x 86 5 1 SOIL SURVEY(1993): Eostchop loamy fine sand sandy loom 0 \ GEOLOGIC MAP(1986): Mashpee pitted plain deposits 40" 79.2 x 7 8 80 \ �'\& \ \\ 90.0 Existing well to be abandoned PrInveoposed 16 Invert 77.71 a \ � P 6g•• C toyer 2.5y 6/3 \ \ 61nvert77.56 Baffle coarse sand ® Invert 77.39 2 H-2O DRYWELLS BENCH MARK--TOP OF WOOD 80 8 1 ` \ O� �j 8 8 N/F Pro osed STAKE = 70.57 ASSIGNED 7 .1 3 TH 2 \ 81 9\ �s�\ CP• \ BREEN - p (20� gravel) 77.8 7.0 88.4 \OG . S-1/8„/ft. TOP PEA STONE 88.3 1500 Gmin. no water 67 3 - - - 130" 71.8 / / s'-:. gs \ \ FOUNDATION AND CONCRETE69. 24°' A �� \ RETAINING WALL DESIGN BY I Invert 77.96 P 7OTHERS. Pro osednvert 77.30 75.3 TEST HOLE 2 BORNSTEIN x ,o '^;'>.;.:.0.C. L \ I x 6 .2 �9. Od OS, 8•0 \ I Use 6" Stone under Proposed Proposed ( 8'6 Bottom level P ,r s•,;;.. 80 x O I I I I 3' ;.: ::� °� :"' O� \ b DECK FOOTINGS AND WOOD 10 15' DEPTH inches ELEV. feet) : :: 7p H 1 87.4 I rT l g' I 0 ( ) 76.E ^ TIE RETAINING WALL TO BE Bottom TH 2=s6.7 .�/ 70:0 A \\ a0 L 0 layer \ BUILT BY HAND. DESIGN DATA 29.9' 2" \ n/ �O �O�O ::i'' 20' 8 \ 86. 8 A Iayeryl0yr 3/2 sand loam x 7 sF� O� O� '... �� BEDROOMS: 3 _ B foyer 10yr 5/6 6 GARBAGE GRINDER: No Pond Elev. 12/11/97 45.4 sandy loam � '' \ 86.6 25" 74.6 PROPOSED SILT h,� 9' `'�S-o�.::`:`.„ S/Q�'�i30 ;; ` 9 b REQUIRED CAPACITY: 330 GPD FENCE IS WORK ��\ .::: 60 6 ��� SEPTIC TANK. 1500 GAL. 10 U \ , L� C 85.8 86.1 BOTTOM LEACHING AREA: 320.7 SF 65 a C layer 2.5y 6/4 COO 0• '` 0 LEACH AREA LIMIT 5 - 70. :- :> coarse sand g \ ` `' 3.8 85 [(25' X 12.83')] ^ 7 e SIDE LEACHING AREA: 151.3 SF 2 H-20 SHOREY DRYWELLS SET (20% gravel). S WATER ME ------ - WITFI 4 OF STONE ALL AROUND _ x _ p � A METER [2(12.83'+ 25') X 2' DEEP)] N 4 •.�%j \ 85.0 FOR A 12'-10" BY 25' BY 2' Fj2 �O4i'; S�j, x 9 / 85.5 56 D[(3120.7 SF 51.3 SF) X .74 CPO/SF] GPD DEEP LEACHING AREA. "\ no water G� Oo O 120" 66.7 51.2 x y•p`;'` \ y 1' �0 ` 11 8119 / 83.3 Lg T:.: . h ;a q 48 -' \ ��0 77.2 �� ..J ��5. OT\ \ \� �\ \' .: O �i\\,• THE LOCUS IS IN A GROUNDWATER 46 �2'• : ^ C� e F e PROTECTION OVERLAY DISTRICT. / SC'9000 6� 4�J0S. 1 . \ x 73.3 47.5 ,J \ 50 \, �.: � PROPOSED IMPERVIOUS SURFACES: HOUSE & GARAGE 2521 S.F. x 47.2 Z \-\ p PAVED DRIVEWAY 2030 S.F. 46 ::: :. 5 6�O x 47.' ;.. 61 .4J�rL DECK/STEPS/WALK 1150 S.F. 45•4 x 46.7 x O tK TOTAL 5700 S.F.f 77 6.8 7:1:: `� N/F edgo s' x s 5.4 GAMBLE % COVERAGE OF IMPERVIOUS SURFACE=15.7% � �- O 7.8 \ ;N::`. ' x 54.9 ALL RUN-OFF TO BE RECHARGED ON SITE PLAN LO N P 0 N D x 46.8 SITE. PROPOSED CATCH BASIN TAKES DRIVEWAY RUNOFF. ALL (EL. 45.4) 45.5 x DOWNSPOUTS TO RUN TO DRY WELLS FOR ,�Z -W7.9 x 48.5 1 ARTHUR & JANICE BERLAND •� PROPOSED DRAINAGE CATCH BASIN USE 1000 GALLON PIT WITH 2' OF THIS PLAN A VALID COPY ONLY IF IT BEARS LOT 66, LAKE SHORE DRIVE, M ARSTONS MILLS STONE ALL AROUND. SEE DRAINAGE AN ORIGINALL RED STAMP AND SIGNATURE. B ERNARD YOUNG ALBS ON SEPARATE SHEETS �No BARNSTABLE, MASS. LEGEND 45.4 �NUFMAss sq SITE CLEARING o� ^N ROPyLD JAN U ARY 26, 1998 SCALE. 1 "=30' RON ALD ti� �` O TH 1 TEST HOLE LOCATION, NUMBER A MINIMUM OF 30% OF THE TOTAL UPLAND AREA OF JA4' JAMS --W- WATER LINE MARKINGS THE LOT SHALL BE RETAINED IN ITS NATURAL STATE. o D}s L o DI r; RONALD J. CADILLAC, PLS, RS ---PW- PROPOSED WATER SERVICE THE UPLAND AREA ON THIS PLAN= 26,250f S.F. '�-j - ��` s�ist��`� ` --G- GAS LINE MARKINGS (IF SHOWN) THE WETLAND �Mo °� gN iTAP�P x 9.5 x11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) THE AREA SHOWN SHADED BETWEEN PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN _-6 -- EXISTING OR AND THE PROPOSED SILT FENCE IS 3TH of THE UPLAND AREA AN IS PROPOSED TO REMAIN NATURAL. ( �`24 q_010 P.O. BOX 258 _-6 - PROPOSED CONTOUR I'o, UTILITY POLE (IF SHOWN) REVISED 11/24/98--WORK LIMIT WEST YARMOUTH, MA 02673. ---OU-- OVERHEAD UTILITIES (IF SHOWN) REVISED 11/09/98--BERLAND REVISION ' . TREE (IF SHOWN, NOT ALL SHOWN) REVISED 2 18 98--WORK LIMIT TO 50' BUFFER (508) 775-9700 ❑ EXISTING DRAINAGE CATCHBASIN / / HEALTH AGENT APPROVAL DATE PAGE 1 OF 1 REVISED 2/4/98--APPROVAL NOTE, D-BOX TO DRYWELLS 7 1 BOARD OF HEALTH APPROVAL REQUESTED: NOTES ME\,GS LOCUS APPEARS TO BE IN AN RF 1. LOCUS IS A.M. 30, PARCEL 21. ASA u7 1. VARY LEACHING TO WELL BY 27' (123' PROVIDED). 2. ELEVATIONS SHOWN ARE ASSIGNED. m ZONING DISTRICT, AND SUBJECT TO v LOCAL REGULATION 3. LOCUS IS IN FLOOD ZONES B & C ON FIRM DATED 8/19/85. < �� �; CONSTRUCTION YARDS OF: 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) v OOC� 0.0 FRONT YARD 30' 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 150' ARE ON TOWN WATER, EXCEPT FOR ONE WELL y 3�4 �p� NOT TO I N �91.4 SIDE YARD 15' 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. a SCALE cti x \ 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 91.3 REAR YARD 15 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW v \\ MAX. BUILD HEIGHT OF 30' OR D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. NOTE: LOT AREA SHOWN IS194.2 \ 2 1/2 STORIES WHICHEVER IS LESS. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. TAKEN FROM PLAN BOOK ( \ ' BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. 222, PAGE 157. 91 \ ACTUAL ZONING DETERMINATIONS MUST ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. ^ g 5 \ \ BE MADE BY TOWN ZONING OFFICAL. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. \ \ 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOCATION MAP C\\ \90 4 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. / \ x 90 5 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING .5 \ \ IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). 4 \90.5 \ BENCH MARK--TOP OF CONC. 13. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE 1 x 8 3 \ 3 0-�0.3 ,/\\ BOUND = 90.00 ASSIGNED 6' *NOTE: 13' DISTANCE TO LOT \ 90 \ DEPTH (inches) ELEV.(feet) LINE IS NEEDED TO MEET x .8 x 91.8 \ 0 0 layer 82.6 .�g \ \ TEST HOLE DATE: November 20, 1997 BREAKOUT TO NEARBY 0. 88.7 1,7 \ � \ PERFORMED BY: Ron Cadillac, Soil Evaluator 6" A layer 10yr 3/2 GULLY. /� \ WITNESSED BY: Gerry Dunning, Inspector sandy loarrk 1 "� 9.7 O \ 83.5 Y 9� P 12" x 0. \9.6 9.4 \ PERC RATE: <2'-00"/inch (C layers) B layer 10yr 5/6 80.1 TOP FOUND. � \ SOIL SURVEY(1993): Eastchop loamy fine sand 40„ sandy loam 79 2 PROVIDE SWALE DIRECTING 8 8 89. GEOLOGIC MAP(1986): Mashpee pitted plain deposits RUNOFF DOWNSLOPE ON 7 �3, i \ � ��x\ 123' 0 Well Invert 80.07 aIt LOT AS SHOWN. 8 �X \ Proposed Invert 79.60 65 C layer 2.5y 6/3 81.0 \ �o \ 127' Use Gas Baffle 2 H-20 DRYWELLS coarse sand Invert 78.60 BENCH MARK--TOP OF WOOD ��g ��j © e"1 8 8. (20% gravel) STAKE = 70.57 ASSIGNED 7 .17 .1 80. �t oA x s x 84.2 \ t Proposed •s 79.0 0.4 OS`E \ 1 CQ- PEA STONE TOP 6V a x 8 . 88.4 \� 72., 7.6 RIV AY x 88.3 G 1500 Gal. no water x 673 6' ! - -- -- 84.6 I T 24„ 130" 71.8 N/F �69.9 .,`� . .. TH1.9 x 9. �� \ x 4. t. Invert 79.85 Proposed 76.5 a Div + \ \ P Invert 78.77 Invert 78.50 TEST HOLE 2 BORNSTEIN , 6 x 7• Q . � �:� 82.s o. o� ^ 8.0\ Use 6" Stone Under Proposed Proposed Bottom level 1 :+.. \ROp� + O� �O� 711 I �40 -1 1 5'--� 31' DEPTH (inches) ELEV.(feet) w :.« ..:: .. S�D 4d z N x'�82.6 87.4 r Bottom TH 2=66.7 p 76.7 v r p o-y;_ i � '::: . R TH 1layer K op r�,Fo3 Utz '2" ' �� \ Q \ 86. r DESIGN DATA Y / N s Op //�/ OR 82.5 2,. <; e 2 an oam Y 101, NQ�$ �'1 \ BEDROOMS: 3 3„ Is dy x�7 ':.. �\ 3S. \ B layer 10yr 5/6 6 .:. 0 z` 9 b REQGARUIRED CINAGE DER Y: 330 GPD Pond Elev. 12/11/97=45.4 sandy loam \ O M 4+.. x x 7� SEPTIC TANK: 1500 GAL. 0 74.6 S< <0 78�i" :. 86.6 25 60 pR D.6 8 5.8 86.1 BOTTOM LEACHING AREA: 372 SF 65^a C layer 2.5y 6/4 LEACH AREA 5 70. 4 e \ coarse sand g 8' CK .g 8 [(2�' X 12.83')] s/ �\ \ ^/ p 6.0 5 9 SIDE LEACHING AREA: 167 SF 2 H-20 SHOREY-DRYWELLS SF_T (20% gravel) xs: 3 �T ., x 4'x 84 WATER METER [2(12,83'+ 29') X 2' DEEP)] 4' APPART WITH 4' OF STONE ALL 4 85.0 8�. AROUND FOR A 12'-10" BY 29' 85.5 DESIGN CAPACITY: 398 GPD �O 0.9 / 5.6 [(372 5F + t67 SF) x .74 GPD/sF] BY 2 DEEP LEACHING AREA. AO 120" no water 66.7 I 51. 9� \ x 61. €:;X? '9:.. \ 81�g82.7,/ 83.3 49. 48 �\ T .. x 77.2 O 72.3 66 46 IS"`9� oox 6\ 6 , 450± S. F x 73.3 \ THE LOCUS APPEARS TO BE x77 QJ 6 7 \\ \ \ cp IN THE GROUNDWATER PROTECTION 0\ \ OVERLAY DISTRICT. x 47.2 46 � "'`:. •0 `� '�' PROPOSED IMPERVIOUS SURFACES: 45.4 x 46,7 \ x '%1i' `l� HOUSE & GARAGE 2476 S.F. ,7 x 6.8 :;i: :>>:,. PAVED DRIVEWAY 1 1864 S.F. �, ...;. 5 4 DECK/STEPS/PORCH/WALK 834 S.F. ` x ' :;: :i#;'>>` N/F TOTAL 5174 S.F. 7.8 1 >:"s:#>;: ;;,:; x 54.9 4 0 GAMBLE % COVERAGE WITH IMPERVIOUS SURFACE=14.2% SITE PLAN LONG POND x 46.8 x .1 SITE CLEARING FOR 45.5 (EL. 45.4) 00 A MINIMUM OF 30% OF THE TOTAL UPLAND AREA OF r 7'9 x 48.5 THE LOT SHALL BE RETAINED IN ITS NATURAL STATE.N THE UPLAND AREA ON THIS PLAN= 26,250t S.F. WENDY L. SMITH 1 THE AREA SHOWN SHADED BETWEEN THE WETLAND AND THE PROPOSED SILT FENCE IS 30% OF THE 0 UPLAND AREA AN IS PROPOSED TO REMAIN NATURAL. THIS PLAN IS A VALID COPY ONLY IF IT BEARS LOT 66, LAKE SHORE DRIVE, MARSTONS MILLS AN ORIGINAL REED STAMP AND SIGNATURE. BARNSTABLE, MASS. 45.4 LEGEND �NOFM1 - �NoFMgSs90 JA UARY 26 1998 SCALE: 1 "=3�0' �. O TH 1 TEST HOLE LOCATION, NUMBER z�� RONALD �� � RONALD C N f W•-- WATER LINE MARKINGS AM MES �' j G-^-- GAS LINE MARKINGS (IF SHOWN) o DIL ..0 1 LA ` f -OE- OVERHEAD ELECTRIC WIRES (IF SHOWN) �' �4 RONALD J. CADILLAC, PLS, RS x 9.5 .11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) P F�/gT�Q' ,,-6 - EXISTING CONTOUR ��OSli S�'VtTA�0P� PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN ____8--- PROPOSED CONTOUR 1419 P.O. BOX 258 clo� UTILITY POLE (IF SHOWN)--OU OVERHEAD UTILITIES (IF SHOWN) WEST YARMOUTH, MA 02673 TREE (IF SHOWN, NOT ALL SHOWN) Qs EXISTING SEPTIC COVER (508) 775--9700 ❑ EXISTING DRAINAGE CATCHBASIN HEALTH AGENT APPROVAL DATE PAGE 1 OF 1 REVISED 2/4/98--APPROVAL NOTE, D-BOX TO DRYWELLS