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HomeMy WebLinkAbout0026 TRUDY LANE - Health L61TO. ;;7Lane, Cotuit. A = 021 104. 4 Commonwealth of Massachusetts 02/ -/D 1 . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments m' Trudy Y Lane Z�K b s 15CO+,,p rope rty Address Fr,q�n I< Christopher& Carol Olsen Owner Owner's Name information is -o required for every Cotuit Ma 02635 2/4/2017 page. City/Town State Zip Code Date of Inspection ►,� m fV 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. General Information filling out forms on the computer, use only the tab 1. Inspector: key to move your cursor-do not Sean M. Jones use the return Name of Inspector key. S.M.Jones Title V Septic Inspection Company Name 74 Beldan Ln. Centerville Ma 02632 City/Town State Zip Code 774-248-4850 smjonestitle5@gmail.com SI4522 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation b he Local Appr ving Authority 2/4/2017 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 is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins.-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 �° �S Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 4M 25 Trudy Lane Property Address Christopher& Carol Olsen Owner Owner's Name information is required for every Cotuit Ma 02635 2/4/2017 page. Cityfrown 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: The dwelling located at 25 Trudy Lane Cotuit is served by a Title V septic system consisting of a 1500 gallon septic tank, distribution box and 15 Infiltrators. The system was found to be in proper working condition at the time of inspection. 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•3113 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 25 Trudy Lane Property Address Christopher&Carol Olsen Owner Owner's Name information is required for every Cotuit Ma 02635 2/4/2017 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 Commonwealth of Massachusetts N Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments I M 25 Trudy Lane Property Address Christopher& Carol Olsen Owner Owner's Name information is required for every Cotuit Ma 02635 2/4/2017 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 25 Trudy Lane Property Address Christopher& Carol Olsen Owner Owners Name information is required for every Cotuit Ma 02635 2/4/2017 page. Cityrrown 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 16,000 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 25 Trudy Lane Property.Address Christopher& Carol Olsen Owner Owner's Name information is required for every Cotuit Ma 02635 2/4/2017 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? . ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information 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 gpd t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 25 Trudy Lane Property Address Christopher& Carol Olsen Owner Owners Name information is required for every Cotuit Ma 02635 2/4/2017 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: 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-3/13 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 25 Trudy Lane Property Address Christopher& Carol Olsen Owner Owner's Name information is required for every Cotuit Ma 02635 2/4/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins-3113 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 25 Trudy Lane Property Address Christopher&Carol Olsen Owner Owner's Name information is required for every Cotuit Ma 02635 2/4/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: system installed 10/29/10 per town records Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: grade variesfeet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): Joint were ok, no leaks, vented through the roof Septic Tank(locate on site plan): Depth below grade: 1 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 gallons Sludge depth: 6" t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 25 Trudy Lane Property Address Christopher&Carol Olsen Owner Owner's Name information is required for every Cotuit Ma 02635 2/4/2017 page. Cityfrown 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 3" Scum thickness 3" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 10" How were dimensions determined? opened covers, took measurements Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank was structrually sound and not leaking. Outlet tee intact. Outlet cover is on a riser 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 i II Date of last pumping: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts u u Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 25 Trudy Lane Property Address Christopher& Carol Olsen Owner Owner's Name information is required for every Cotuit Ma 02635 2/4/2017 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 25 Trudy Lane Property Address Christopher& Carol Olsen Owner Owner's Name information is required for every Cotuit Ma 02635 2/4/2017 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 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.): Distribution box was video inspected and found to be in good condition, no rot, water level was even with outlet invert. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No" Alarms in working order: ❑ Yes ❑ No" Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts N r Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form Not for Voluntary Assessments M 25 Trudy Lane Property Address Christopher&Carol Olsen Owner Owner's Name information is required for every Cotuit Ma 02635 2/4/2017 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 15 Infiltrators ❑ 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.): s.a.s. consists of 3 rows of 5 infiltrators. No lush vegetation, soil was dry with no signs of past hydraulic overloading. 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title p Official Inspection Form 4 t c Subsurface Sewage Disposal System Form -Not for Voluntary Assessments .' 25 Trudy Lane Property Address Christopher& Carol Olsen Owner Owner's Name information is required for every Cotuit Ma 02635 2/4/2017 page. City/Town 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 E Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 25 Trudy Lane Property Address Christopher&Carol Olsen Owner Owner's Dame information is required for every Cotuit Ma 02635 2/4/2017 page. Cityrrown State Zip Code Date of 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: ® hand-sketch in the area below h ❑ drawing attached separately s I> I` �o 5N A A�_ Q4-s7' " A S-70 err A 6- Loll 7tr 4µ t F 1 1 t5ins•W 3 Ta3zofficiabs 0L930S il System•.Pape15 6f17 Commonwealth of Massachusetts H . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 25 Trudy Lane Property Address Christopher&Carol Olsen Owner Owner's Name information is required for every Cotuit Ma 02635 2/4/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ 'Surface water ❑ Check cellar ❑ Shadow wells Estimated depth to high ground water: 12'+ feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ 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: Groundwater elevation was determined by accessing Town of Barnstable groundwater contour map. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts u W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 25 Trudy Lane Property Address Christopher& Carol Olsen Owner Owner's Name information is Cotuit Ma 02635 2/4/2017 required for every � page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® 8nspection 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 YOU WISH TO OPEN A BUSINESS? For Your information: Business certificates.(cost$40.00 for 4 years]. A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.- it does not give you permission to operate.] You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. lip DATE: 9. 19' 1-3 Fill in please: �. APPLICANT'S YOUR NAME/S: Ckrfl iii xe'r T OL�rrJ ,,. BUSINESS YOUR HOME ADDRESS: a T % ci.i (.:�u.r� >� V3cs1c /fQ�' Cs FYI 1� 19.386 r -tA 02 TELEPHONE # Nome Telephone Number 'T'?'y NAME OF CORPORATION: hk NAME OF NEW BUSINESS C',-cj�1leo ��a i�i'cS TYPE OF BUSINESS°1iyC ,M,,j r .2 0 9 IS THIS A HOME OCCUPATION? YtS NO ear ADDRESS OF BUSINESS 3.5 MAP/PARCEL NUMBER o2J' (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining.the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street] .to make sure you have the appropriate permits and licenses required to legally operate your business in this.town. 1. BUILDING COMMISSIONER'S OFFICE This.individual has been informed of any permit requirements that pertain to this type of business. .Authorized Signature* COMMENTS: . 2. BOARD OF HEALTH This individual has.91,11h rmed of e ermit r rements that pertain to this type of business. __.uSignature COMMENTS: 3. CONSUMER AFFAIRS( ICENSINGAUTHORr Y) This individual ha/11.1yben infor d of t e licensing requirements that pertain to this type of business. uthorized Signature** COMMENTS: t' TOWN OF BARNSTABLE T LOCATIONCy_f�y CAS SEWAGE# �0� VILLAGE c[�� ASSESSOR'S MAP&PARCEL 0 INSTALLER'S NAME&PHONE NO. �0V�- -V S'V0',. SEPTIC TANK CAPACITY � 5 U 0 Cal\OVn ,� SO I (type) c4 S 'SC LEACHING FACILITY: e) 1� o� `.��' ��j (size) NO.OF BEDROOMS 3 OWNER 6CI.S Jr 0-P„ru\ G\ PERMIT DATE: ®�p 0 COMPLIANCE DATE: .d 2 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 6L(V\ - 3 o —J 007.) CP VO � w ©%j r.J J w .. No. .00 — C 3 v-e—t rf t'A,I �r^n . ✓tJtO✓�) Fee /l," " � / THE COMMON EAILTH OF MASSACHUSETTS Entered in computer: �� ��17"�1 ✓( "�" - PUBIC HEALTH DIVISION - TOWN+ OF BARNSTABLE, MASSACHUSETTS Yes a.'pphrattou for �Digpozal �&pgtem Cowaructtou Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon Complete System ❑Individual Components Location Address or Lot No. 2{o -Truoky LcLr q GV,,4 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ®� v • Gar�s f Cyr oI OI SQ,n 77L(_L3 8-0 S j 3 Installer's Name,Address,and Tel.No. 1"I�t lu1�e 14� Designer's Name,Address and Tel.No. LAS SUP-VCy P.O. box 42L, DeAwi ti SOS a76-700Z 0310mb I41 0 6A S* ,,, Sob-�88-36j9 Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 90 pd Plan Date 7-Za-10 Number of sheets Revision Date NIA �a Title 5 9- anvk Say+ Imo, A_-' ee /i/,,P /4�,f Size of Septic Tank 1500 a N Type of S.A.S. Description of Soil cow j- sA 60 I®g s Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed T' Date 18-110-0® Application Approved by Date Rom?Y_/0 Application Disapproved by: Date for the following reasons Permit No. tZO&9,— 0 8,1 Date Issued --- ------ -- --------- — --- No. `�V 3 �Q l tl @ !'n"i �lrn ✓�(iU� Fee ' 3�`�h 1 t. THE COMMONWEALTH'OF MASSACHUSETTS Entered in comppter: l PY136C HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpplication for 33iow6al i§pgtem CC.owaruction Permit 'Application for a Permit to Construct Repair O Upgrade O Abandon O U.Complete System ❑Individual Components Location Address or Lot No. 2 6 -T Ir V'A L ang Owner's Name,Address,and Tel.No. Assessor's Map/Pareel � �� r F.Car v� Se/1 77�- O S 13 t }_.._. Installer's Name,Address,and Tel.No. r►,4,.J _V 14o c� t Designer's Name,Address and Tel.No. f`A S 5URVC-Y 2.0. f30Y 4tL 1 �, (��n scki� Sob-776;"�a�..,, _,�� I'�II QI GA �ce+c�,.�d, 508-888-36r9 Type of Building: Dwelling No.of Bedrooms " Lo t Size".. sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons, Showers( ) Cafeteria( ) Other Fixtures Design Flow=(min.required) 336 gpd Design,flow provided 9pd Plan Date Z$-lo Number of she 7!7 ets: . � ' .' Revision Date Title 0101h, ales i r tifwP/4�,/ Size of Septic Tank I500 c Joy Type of S.4•S. Sand Description of Soil See-. �ej k0ie, I Oq s Nature of Repairs or Alterations(Answer when applicable) e r. Date last inspected: L j Agreement: r The undersigned agrees to ensure the construction and maintenance°of the afore described on-site sewage disposal system in y accordance with the provisions of Title 5 of the Environmental Code and not.to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ` - f Signed i-<%4"7T T Date 0 ) Application Approved by 1 1 14/ 61N >41D R s, Date R--2 Y"w Application Disapproved by: Date for the following reasons f Permit No. p o&,F-. Q$•3 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of-Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by at oZ(o T-4 "e _ r^o,' has been constructedin accordance / p with the provisions of Ti le 5 and the for Disposal System Construction Permit No. ;?oat— _ dated Installer Designer #bedrooms Approved design flow �U gpd The issuance of this per nit shall not be construed as a guarantee that the system will( unc�oonn as desi ed. Date I®1;L g t/10 3, Inspector PU No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Migool ip5tem CCon5truction Permit r Permission is hereby granted to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) System located at and as described in the above Application for Disposal Spy%%,m Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of f is pe fit. Date /�,/�� Approved by � Town of Barnstable oF1He TOw Regulatory Services R Thomas F. Geiler, Director * BARNSTABLE./ MASS. g Public Health Division 'OrF1 39. Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 v Fax: 508-790-6304 Date: f Imo. 29 -- b Sewage Permit#?6W.6-d 8,3 Assessor's Map/Parcel Installer& Designer Certification Form Designer: !�ttRS SV9t Installer: 6 Ti4 K kC`h Address: Address: -h p-rillm ova 39 On 0 `AM+; was issued a permit to install a (date) (installer) septic system at 26 i2VO y W (fhgV t- based on a design drawn by (address) - c lb - fT-� dated s C / i designer) 'V I certify that the septic system referenced above was installed substantial) accordingto the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (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. Stripou_t (if required) was inspected and the soils , 'were found satisfactory. �I"OF 414S� DAVID 9cti staller's Si ature) o� D. 0 FLAHERTY, JR. No. 1211 �IJAIIFoi a�� (Designer's SigfiatuvOY (Affix 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. gAoffice formMesignercertification form.doc j b w 1 -DWR mAWNC t ErtMA{L SLAYS SFC OF1At BOOS 'PACES Lllfi -WHOOW 6 BOOR:5[E OEiIA BOM PAGES 110.LH ' -SOLARNY:SEE OCEIR BOP(PAGES L.11FU9 -COIP[•IWIi SEF OEiul BOIX PACES LW-lN r� - M���w�5eii5FD�n 1N5 NniA uH . 1Yp[ALLY Svi N91E AWp!RECOYNF1103 MEA BC,�wnS��H�E� MEAS WERE MUS�5 NO p AREAS WER[A PARnnW 6 WRR M BCw 98Y ME BEAYS W M I/16'N'IAA/L I B R1'9w3 ' PRON[ID. SR OCJALS a SAB'p ME OELIA BOON Eqf 9�p LOGnONS NVAt 56i1i—L—M M—Y LOOSE SEE RIOCiA�A OWN ENERGY D— . Q Nlgp f BAM U'ANR,ZP E f iSIYnnE IOGnONS..AIO RF1A6 P--' - ©EAtidY Bt4T SLAW 10 BE p5iAt1ID.WIIOR t0 _ GWSL4 BO WALL Mi91(SEE Y3) WSER.JN'f iRFM.iO' . ________________ QI STEPS t0 fAAOE A51FPI HD-B1W1 10 4D'RY ALL YARAAIS OEEAIs t LA8G0.AS Ppl OIv1fR . QQ Bu O TO moLnoE AOEaATE wmAnw As rw -. LOLL WuOWc cao¢ II _�f OS LEiAPwc M BY Bunn-,Ls w+aWEx As _ lEawEB exY ME sE caonaxs A I I A J s 3 ® 4 J . J I I LpE a soEEN ' I..P., C�Paxa mEe . II �9AI BATH AT ® a UIOTIY B'ULLY W LAUY RECREATION /ry c¢s Y �EMAR 4A8 OWA� 6 UUYJ Ga tl~ I x& Ihl� '2,v 1�.1s'E91¢ j F IN.JN P.1. - �BuOCOPMId(RR fh✓Cf� UL ACORN A uWsox aE oEa NousE.Lu. . (sY "'RwN® 8I0 wp SRIFEf./t10�1 LKSS. . THOMAS a SUSAN CADZON COTUIT,MA LOWER LEVEL PLAN O 01/)%os 07/12/05-WOK J 02/5/05-INs Oa/20/OB-LT M CH 2500 # 3212 IIA. 2 n 3 Its o H p „ " geaa ;b �g `� K F� j g p N i Ig R 3µ- 3 �= 3 s.Z In 0 0 00000 00 ® e ® G962 GBfi[ G962 M6= _ All o 11 Il o I s! Pit a ¢ eg a° =9 , tv 25 3 = ——————— —————---------------- — n-f 0—M - I II mN om I II � I �II I I I -rw ssmu mum z Ike ae •------,--- I illy �'Y1mY18 AB m00��� i��mature Ae moa� I rmoltlOt N01.NC _________ A-lr i � Carla"mum we _OOOR.-1 a.——SEF a1.— PARS LI-l6 _WpOOW k OOPF.SEF afNL OOP(p—LIOia -SRARWY:5[F MTWL OOOx PARS LJOiJ9 CPIPOx[MIS:96 OE1.Al BE+Y vARi lb-IS9 ®EIE Clam ApKnwk : nH i, OCAYS VYD N M9 NPISE AIQ IYRGYIy j**JY•wOC nEPIx RENWFtW15 OIES[ OEAus ORLY OE EA9aaD x AW.nS x[RF.TT2 5 xO ' PARTTM UNaR ME aAu. N ARr.c iufAE A PIATTOx 19 PmER Tf BGw SMu MC ENIS WM'l/16']JM X fi'RY 9015 - PRONOE0.SEE a]uLs•IA-a iAk•N 1NE R]N . BOOx iW eTY LOGMVIS O gOLWEN t BAM LnTWii.APPU a&nFTAE - . - - - LOGTONS AIO RFLARO PARTTWS Q GC]PiY BLRi 9]AW 10 OE v19iWltp NEPI To CYPPW BD WILL PMPI(SEE 0 Wvi-]W a nsAo-ib• pJ RPIOLR m sxRLr Au uAmnAls,aims t EIEm ' -As REwREO Pw PWmI . ©xxgRAl..T wWA(SEE hQ . . p.-R.M.T wxL ISLE YJE) . ©Asro�vlr Aril�i>w nusa�rRAes a�uaweu�ro c I Larx saws M]a+uu a'.JPI YASfEN Am,...�� p]ARESS PAxn(SFL Ls) _ p a S H I o 0 oi.H r�1 A aal ai H ea I nc oLm $ r7l ' LNE 6 RAi O�G Ix-n r II w WJ.0 "m BATH JYa19N �� ]fi FAB sa� i � INE P"Mi II/, - OYOKR C_- CLG OHR I I------ - L�C Ai 1 0 I.I i_OR 0- II EIC / I�— - --J=_-- - nL0�I I SxHJ Bu L �Li�RR ] LOW STORAGEi Y� uuNortT ExntY BELOW? rx Ec aAl rc Raa aLow ' F oM%IxM x��aOt N-Pfa�F Lu NxR eLLOW - r� ACORNA aHsox ar acx xars.Llc . ALn�—RW�JW 9W YW SIHFET.ILfON.YA55. - THOMAS k SUSAN CADZOW CATUIT,NA N< ' UPPER LEVEL PLAN - 1/4--f-0- Rv. - al/iO/Os-wcx 07/12/0.5-WCJE p Pi/o 05-wCx ] 0i/Is/os-cws Oa/2O/OS-LT CH 2500 �# 3212 gx4 Town of Barnsta= Y1I Lvi Department of Regulatory Services RECEIW-D ; ofn�► Public Health Division vy � 200 Main Streel,IlI MA 02601 APR 1 4 2003 i ssw4sr�ar� # TOWA1 0: y�RNS a. I- M �o Apt Fey Lra;r1FP' Q'� y��s Date Scheduled 3I ZI 3 Time Soil Suitability Assess y 'ent for Sewage Disposal du.Le Witnessed By: Setl Performed By: Ain MAKE !' a. .ilC pu° .I ,l Owner's Name Location Address V� L Address Engineer's Name Assessor's Map/Parcel: U 21 —10+f / A.44- O�TA,t� 1 NEW CONSTRUCTION Y' REPAIR Telephone# 3co2- �`CS Slopes(°/a) S" /S Surface Stones N� Land Use Distances from: Open Water Body 13'V+R Possible Wet/,st j�y B Drinking Water Well ft Drainage Way Al �ft Property Line I ft Other R i SVXTCH:(Street name,dimensions of lot,exact locations of tes�holes&pere tests,locate wetlands in proximity to holes) - z 13� i j z . '�o•/ Qa . 80z. TRUDY LANE �1°o tippp/ z i 32 BENCH MARK ' l07 g �GN GG TAG BOAT y110 EIYDRANT ON NN o�`1' 47.100E S0. FT. EV. = 45.0 z J.1 1 10� 1+•s 1.08t ACRES y z lz 3.2 17 190 8.1 ` FOOT PATH • G 2 6 It'44s Q z.o e� 114.0 0 1 `a0 0 N 4 0. ' P 31A aF IJA - i ' J t Depth to Bedrocks Parent material(geologic) Depth to Groundwater. Standing Water in Hole: A EM� Weeping from Pit Face Estimated Seasonal High Groundwater �-- 5 . � ...a _. .INIff SM Method Used: �II , in, Depth to soil mottles: ^/owl in. Depth Observed standing in ohs.hole: in Groundwater Adjustment R• Depth to weeping from side of obs.hole: D N Ad• factor Adj.Groundwater Level_ Index' # Reading Date: Index Well level n Observation 1# Z Time at 9" Hole# �• Time at 6" Depth of Pere Time(9"-6'� Start Pre-soak Time Q End Pre-soak tL Rate Min./Inch � � Additional Testing Needed(Y/N) ' Site Suitability Assessment: Site Passed Site Failed Original: Public Health Division OUservati pleted on Back n Bole Data To Be Com ' .......:•:.:•;:(:�;:•::•:::.vv.;::.:i777::;r:t:•7xr7:+"+::•:a p>,7:••:tt:.•,it•:a;;7,.,ti....:.,;:.,ttt.l::2::::',:::.:::;;:::.::;.:sc •.+n:::::::•::.::.::.;,...:: •• �, ••r: yHy�. �.. ..;. .; ,• ., +.... �..rt}�1�y��:H'5:;�:x#A%:r.......:::::...:....... ...5...... ...... . ::...::::.�.::::•.:.:.. ,v,::.47:4::::.vvv:r:::.:.x,.,...:.�.:............... :. ::..:.,:t<:•:::r:::::.:�::Y%:<•,<.;,:•;:;<;,++:.:..;• Soil ..Other' . Depth from Soil Horizon Soil Texture Soil Color (Munsell) Mottling (Structure,Stones.Boulderes. Surface(in.) (USDA) 27 l '� �► 3.6 a r►.t 5 nOS; . 5: :+: p :1 ...:•..:..........:.•:w::::7:•: .. ....A.. �7:::.::;•::Y::::...,,•:>.,,•.Y::•:....s::;;;t+.g7:;;t;•::.:7>.•:,:r.o-•:+.•;:::•,.•..r,..•.,..,.,,.,. ..:i>•:•.>•:::;;s>::..: .. ,.<•:::..:•:.�:.�. Othtf Depth from Soil Horizon Soil TCA(urc. Soil Colo Soil Surface(in.) (USDA) (Munsell Mottling (Structure,$tpnes,Boulderes. " 0tq LIP �. 12.0� r • sA , Y. ......................:::y;•.•;.;..;...,�...::�:::4' .. ... .. ....... '.... •Y;:"''ti•i:.i:::i':::::ti:ti:i'iiiii:::Y:?'{i::::::::v:Si':? :`:�: .............:•v.::...:..;ti:....;.... ; .:•.; •.. •.:. .. ... •.. .;:ySt,}+n•Y.v:;,{.: ..,�Q::::.'r'.�•:r::nh.;:::::::{}::v.;f:;i•:ti:;�<::{till v.S t•.tii:;•v::::::.•. :::>;:4};+7'4:;::'>:;ti:•S:T:::•SY;ti;Si;•:7i ii:+>; ti•::;•::•:;•7•:.:r::..7:•:.::.::::,., ....:.....:•..,...:... •::.,,:.,::: Other Depth from Soil Horizon Soil Texture Soii Colo Soli Slrucluro,Stones,Doulderes. Surface(in.) (USDA) (Munsell Mottling ..7 Y:.::•.:7Y::.: . . t'... J. �' Sf.:�3.[..A:�:�r'..:.:.; .:::..:......r:t7<:;:�:«::»s:::Y7+•:•,,::;:z;;>Y•Y..s•.7.:::, �•<'+••':<>::r .::.:::::;:;:: . :..Soli"... Other Dcpth from Soil Horizon Soh T4xiure Soil Color I Structure,Stones,Doulderes. surface(in.) (USDA) (Munscll)1 Mottling w P Flood Insr!rance Rate lYlana • Above 500 year flood boundary No __ Yes ` Within 100 year boundary No_ Yes P Within 100 year flood boundary No _ Yes Depth o[haturall�Dceurrin�Pervious Material `' Does at least folic feet of naturally occurring pervious material xist in all areas observed throughout the area proposed for the soil absorption system? If not,what-is the depth of naturally occurring pervious.materiel? ` ('ertiflcation � ' 1 certify that on (date)I have passed the soil e' aluator examination approved by the JLL_Department of Environmental Protection and that the above an lysis was performed by me Consistent with expertise and experience described in 31 CMR 15.017. the required training, , O� Stanley Goldstein I I I Brigham St., 12E Hudson, MA 01749-2646 Day 617-563-1477 October 21,2002 Barnstable Town Board of Health 200 Main Street Hyannis,MA 02601 Attn: Dave Stanton Subj: Unauthorized Perc tests on Lot 42, Trudy Lane, Cotuit Dear Mr. Stanton: As per your suggestion during previous conversations I am providing you with a certified plot plan done by Sweetser Engineering,which marks two new test holes done by others. Dave Sanicki of Cape and Island Engineering did these two test holes for McShane Construction. They were allegedly done for lot#8,but as you can see these test holes are more than 40 feet inside lot#2. Again, as per your suggestion,I am requesting that you attach this plot plan to the perc test done by Dave Sanicki and note that the test was actually done on lot#2 so that any prospective purchaser of lot#8 will be required to perc test that lot. Thank you very much for your kind attention to this request. Sincerely, Stanley Goldstein) cc: Halcyon Trust Attn: Barbara Rubin r, PABASEM� . . . ... - BEYOND _. .ENT 20' 161 Q I� .2446 .. 2446 2446 .2446. B, -- O O B WOOD 3'0"SCREEN DOORS--.---- --- — ---- 2446 DINING ROOM 12'X 20' 2446 — -- - -VENT ROOF — PORCH 16'X 8' \= OPEWD —- . ,QQ — _ — — _-- 40' STEELBEAMI2"X45LBS. ---- ---- -- — A-1 A-1 i 2446 6068 SLIDER 2446 6068 SLIDER 4 BLOCKING O O - - OCKING- �.. ... .. .. 3,6•. I � CATHEDRAL CEILING ABOVE � 5' — 7 6 W I 3 LNG ROOM 16'X 20' 2446LIVING . 6'O.H. O I O O ' O DW �� QI .6, DOOR STEEL BEAM 12"XXX 45LB5. PANTRY O O I n. 1-1 t enemq�. 11'. KITCHEN 14'X 12' I 12 6 I I. ' ILL O ;� O O MASTER BEDROOM 12'X 20' O O ... TOP FLOOR... 6, 2"X 10"JOISTS 16"O.C.. ! 30" - ' @Y 6 I= I O FRG O MICROLLAMOLVL I — — — — — — — — — — — — — Q M l A-, »�...� .� DOW .0 3.6" Q O 5:611 "BEAM. fl 30" 2446 �.. I FIRE DOOR E 41,• 3'� 30"� DOWN — — .— L Li O 8'CLOSET O 5 ASM ... .. ' H _ i, 9.6"TREADS 8"RISERS R W 2 ' F Y OO O O HALF 6'6 O- BATH 6'6 P 4 O 0 0 32' I TWO CAR GARAGE O ;IIII 0 MASTER BATH 12'X 12' A-1 A-1- A-1 A l W.: A-1 I P e with second floor above 3' dl+N 5.8 _ �44 -- — _ - OFFICE - 00 . C CLOS--- 6 _ --- 832 SQ.FT. -- -- --- ( I 46 A-1 9'WIDE X W HIGH O.H.DOORS 6'9 6'9 __ —6 9 6 9" — — A-1 o T—'—2446— 12"OVERHANG - 6 yg^ 9'��3"-3E 9,- - 2'9„� 2T - c. 8'4 23'x W CONCRETE APRON _ 74 6. MAIN FLOOR PLANLIVINGT. 8, LNG SPACE 1468 SQ.F - October 2009 I I I I I I I I plans for Christopher and Carol Olsen - - - 0 1 2 3 4 3 6 7 8 9 10 26 Trudy Lane E 11'6" SCALE 1/4"=2'0" Cotuit,NA 02635 page 2 I a , • i r �3 -7 - SeP Ic' 2�68-03 Q �g as. , N � / ao 35/ 30 25/ / / / / / I l l 7/ / l l / / 20 3802, 45 45 I TESTH• E#1 1 1100I BUFF I I I I 1 / / / 15� ! `< FWFAl »f I / / UTILITIES — I T PZ F w I ER WE I I Np ....... EST dOiE ISO, L. 4 Rw43 2 I pSGAS G 1 I. .I I _ WFA2 Trya r 1 11 I I I I I I \ 13 Lot 8 -q �\ P 1 I / I z I I 11 11 \ 47,100 S.F. I 30 // . cir I I .I l I I I \ \ \ \ \ \ . \ .IS or 1.08 Acres - 125'M1nl. \ _ \ C . ! Irn 38;160 S.F. of Upland Z II o O I I l l I 1 /p / I I I \ \ \ \ \ RF Zone ti i 1 3 Pill II 1! I I o 1 .06' in.l \ \ \ I9 - 3 v II l/ I ll ll/ l 1 I Im11; I m ' / i I I 1 \ \ \ \ \ 1 \ to Ma 021 am 10 . / l I j l/L I I l ImI m / 3 . l I .1 L .1 \. \ \ \ \ SHOVE4 Pr'1 P . /� 1 \ \ \ \ . \EL1Is' .�'�kWFA3 Parcel 104 rni 111 l I \ \ \ � \ \ \ \o - 40 //// I \ S111 \ \ \ \� \ \1 1 \ \ \t- \ \ 1 \ S, \ \WFA4/j' II I i1.s•\ ; \ �\ � 1 1 1 1 1 1 �\I � \ \\ I �i\ \ \ i \ 30 ` .,. 190,�1, \ 1 1 25 1- 1 1 1` 1 \ 1 a i \\ 1\WFAS I 15.Op \�Jy \ \ /G \ 1 PLOT PLAN with Septic system SPACE: PLOT PLAN 2 MAIN FLOOR PLAN with staircase detail GARAGE SPACE 832 S 3 SECOND FLOOR PLAN 1ST FLOOR LIVING SPACE 1468 SQ.FT. February 2010 4 FRONT ELEVATION with window and door list 2ND FLOOR LIVING SPACE 1124 SQ.Fr. plans for 5 REAR ELEVATION with window and door dimensions UNFINISHED BASEMENT SPACE 1340 SQ.Fr. 6 RIGHT SIDE ELEVATION Christopher and Carol Olsen 7 LEFT SIDE ELEVATION with staircase and deck framin detail 1ST&2ND FLOOR LIVING SPACE 2592 SQ.FT. 1 I I I I I. 1 I 26 Trudy Lane 9 LIVING SPACE+GARAGE 3424 SQ.FT. 0 5 10 15 20 25 30 35 40 45 50 8 FOUNDATION PLAN LIVING SPACE+GARAGE+BASEMENT 4764 SQ.FT. SCALE 1/4-=10'0- COtUIt, MA 02635 page 1 4 i . ROOF TO DINING ROOM BELOW ROOF TO SCREEN ROOM BELOW 40'. 20' 20' A-1 2446 A-1 A l A 1. A-1 CLOS ET T FLOOR ) 5; A-1 FIRS R(outline). o BEDROOM#2 16'X 20' o o BEDROOM#3 16'X 20' o I 1 '. n � coo 6,2„ Ex\ BOOKCASES I - I r ` ROOF PEAK LINE — — — — — — I. 19' 2'6" 2'6" t 2"x 4"STUDS 6"X 8"BEAMS IT - L .E 4'1 DO N 2' OPEN TO RS FLOOR MEDIA ROOM 16'X 18' 00 O BOOKCASES 6 32'. 7° i 0 TREADS RISERS FULL BATH 11'X 6' UP a' 9 6^ 8 RI A-1 A-1 A-1. A-1 . ROOF TO. ° I ° WRAP 5 PORCH ROOF _ AROUND . .. .- 6'.. . . .... .. ... . .PORCH . .. . . A-1 2446 A-1 E 6 �< 4 3 3 !�4_� E 6 20' 46'- 3'GARAGE DOOR OVERHANG FLOORING:. - master bath full bath - 66 .. half bath 32 ... ... .. ... ... ... .. ... wash room ... 36.. .. .. .. .. .. .. kitchen 168 .. - entry 28 tile flooring total:aso SECOND FLOOR.PLAN- . master bedroom 272. LIVING SPACE 1124 S .FT. pantry 72 Q dining room 240 - - .. living room .. 256.. ... .. .. .. office and hallway 282 -- wood flooring total:1120 - - bedroom#2. 460 bedroom i3 -169 October2009 ... ... ... ... .. media room a .. ' and hallway� 356 carpeting total:985 S 6 lans for Christopher and Carol Olsen. I_I 0 1 2 3 4 7 8 9 10 26 Trudy Lane SCALE - 1/4"=2'0" Cotuit,CIA 02635 - - page 3. �. �. 33_ RIDGE VENT .. .. ... ... 2"x 8"RAFTERS 16"O.C. ... ... ... 28' ..E �-- i. BIRD'S MOUTH 6"X YO" 6"ROOF PITCH ( f ��P 1t R38 INSULATION 12 10'6" 2•• R19 INSULATION- 1 e A A -1 RIDGE VENT�— 32' 12.D ❑❑ +s•• 2"X 10"RIDGE POLE 12 STUDS 2"X4" ❑ �'� CLAPBOARDS—$[1038811 ❑ ❑❑ ❑ +s . ❑❑ ❑❑ �`r ❑❑ ❑❑ 6"ROOF PITCH 12 qt�, 12 R13 INSULATION A-1 A-1 js> 3/A-1. A-1 'a�'1z 28, pc 8 �s 'a. 2446 Ht-.- nI CLAPBOARDS s 14 II ItTR7[",flilll�, III 3"ROOF PITCH front only rs'• . s> Oc 3"ROOF PITCH 3'OVERHANG 6"ROOF PITCH ! ../�.R19 INSULATION 2"x 10" 16"O.C. R19 INSULATION I „�� R19 INSULATION...ti� R19 INSULATION...r• R19 INSULATIO - .. 2"X 12"O.N. wo .�.� 0� ❑❑�. . Y�_ ""?�r 1�l �.I 1 �_ ❑❑ ❑❑ ❑❑ ❑❑ . .- .. - . 12"HEADERS 11' � . ❑© .❑�L❑ 10 _ ❑Oh.J4❑bQ©j, Al Al IL.ii..'i '.i�A i��8 - A-1 A-1 _ .. .. t i.jT 8' 13 —CLAPBOARDS_ i..T t ��', _❑�� 2446 2"x 4" 9 D B I 2"x 4" �I `26;, _ - R19 INSULATION 2"X 12"O.H. II � . 4"CONCRETE SLAB 4 - TWO CAR GARAGE ELEVATION W 8"CONCRETE FROST WALL SONG TUBES . - - - - - - 8"X 16"FOOTING. - 4"CONCRETE BASEMENT FLOOR 2".X 4"STUDS THROUGHOUT _ E 27' mac. 16' 5' �E 6'� so, WINDOWS 26- A-1(28"x 28") .. .. ... .. ... 11 2446 DOORS .. .. .. 6 3'Wood/Screen Doors ... 3 6068 Sliders 2 3'Front Door 2. 9'w x 8'H Garage Doors FRONT ELEVATION 1 6'W x 8'H Garage Doors .. 1 3'Fire Door to Garage ... ... _ - .. October 2009 11'6" ( I _I (. .I I I I I I I plans for Christopher and Carol Olsen 0_1 2 3 4 5 6 7 8 9 10 26 Trudy Lane SCALE 1/4"=2'0" Cotuit,MA 02635 page 4 33' RIDGE VENT il� i sr 28 2"x 8"RAFTERS D.C. BIRD'S MOUTH 6"X 10" { f t i 6"ROOF PITCH R38 INSULATION I �� ! �� M� i tp lIE 2.,x8., 'RIDGE VENT 1 �. 12 .. . - 32' f Y 1 Y 4 0 i d �R19 INSULATION • - 12. 6"ROOF PITCH. 0❑❑ ©❑❑ ❑❑ ❑❑ ❑❑ ❑❑ . ASPHALT JET SHINGLES ❑ ❑ $ ❑❑❑ 0❑❑ ❑ ❑❑ d STUDS 2"X 4" . . 28' A-1 A-1 A-1 A-1. A-1 . SHINGLES ON SIDES AND REAR OF HOUSE 2446 I I A,ps R13 INSULATION\ _l . 3"ROOF PITCH !, VENT ROOF 10' 6 O BOOKCASE WALL�18 R19 INSULATION _"`"�yyJ"` — ^�.�.ivti.2"x 10" 16"O.C. R19 INSULATION 10"O.H. ❑❑❑ ❑❑❑ S2"xTUDS ❑❑❑ ❑❑ ❑❑❑ fI li 8 ❑ In VENTSI ❑❑ ❑❑ ❑❑... .. - OPEN. QPLInDER ©❑ a DECK L/1' ❑❑ t ❑❑❑ ❑❑� ❑ L.14� 2446 2446 2446 2446 61 A-1 A-1I 6 I 2"x 4"STUDS R13 INS. - .. DECK RAIL 26' 131311 ❑❑ on ❑❑ ❑❑❑. .❑❑❑ ®❑❑ 8 ❑❑ ❑❑❑ A-1 A-1 A-1 20 ❑❑❑ A-1 A-1 -A-1 FULL CELLAR uul . � 4"CONCRETE 2"X 4"STUDS THROUGHOUT BASEMENT. - FLOOR .. - .. .. .. ... .. - - SONO TUBES .. .. .. .. .. .. 72"� E-36"—> E-36"—> E-36"-> @ 30"3 E 30"> 6' 9' ❑❑❑ ❑❑❑ T o❑❑ ❑ T ❑❑® T T ❑�000 . - Q[UDER 6068 - 80" 80" 80" SM" .96" ^51 ©© W °C REAR ELEVATION q°❑°❑ ° ❑ °❑�� LHIBI 000 l [t P ofh: III IIIJJJ 2446 2446 exterior doors- - exterior doors 6''overhead_garage.door - 9'overhead garage door, October 2009 - with light panels with 16 lights and interchangable I I I I I I I I I I I. plans for screen panels - - - Christopherand Carol Olsen 0 1 2 3 4 5 6 7 8 9 10 26 Trudy Lane SCALE 1/4"=2'0" Cotuit,MA 02635 page 5 - - - RIDGE VENT - - 32' .. ... - � INCLUDES HURRICANEBRACKETS� � � � � � � � � 12 � �AS NEEDED FOR STATE CODE REQUIREMENTS i ��6 ASPHALT JET SHINGLES .. \ .. 15 GARAGE ROOF — — — — — — — — 12 i m 1/2".CDX 3.� 12 12 3'. _ �3 �6 _ / y 3/4"T&G PLYWOOD \ at INSULATION 2"x 10" 16"O.C. R19 INSULATION 10"O.H.. FIRE CODE SHEET ROCK - E - ❑❑ _ :3 . ... .. ... .. ... ... .2"x-4"STUDS. ❑❑ VE •�0��❑ ❑❑ � ❑�r FRONT -- - - 11 R13 INSULATION 6•� A-1 A-1 C:> T . 2446 13 INSULATION . ... ... 2"X 6"P.T.SILL 3/4"T&G PLYWOOD R .. .. .. with sill seat R39 INSULATION. anchor bolts R39 INS. 2"X 12"O.H. 8 CONCRETE N APRON _ NCR _ _ ... 4'CO RETE A O 4""CONCRETE SLA 4 4'CONCRETE APRON - 3-2"X 10"HEADER 32' . . 4"CONCRETE BASEMENT FLOOR . .. .. .. ... _ ... 8"X 16 FOOTING .. .. .. - 40, RIGHT SIDE ELEVATION October 2009 plans for - Christopher and Carol Olsen . 0 1 2 3 .4 5 6 7 8 9 10 26 Trudy Lane SCALE 1/4"=2'0 Cotuit,MA 02635 page 6 32' RIDGE VENT 2"X 10"RIDGE POLE "- ----i# . 12 12 FRONT 6 �6 RIDGE VENT BIRD'S MOUTH 6"X 10" R19 INSULATION 2"x 10" 16"O.C. . .. 12 [3E] ASPHALT JET SHIFGLES 6 ❑❑ _ I CATHEDRAL CEILING ,7 12 I 6"X 8"BEAMS 12 12 AAA j ONLY IN LIVING ROOM AREA �3 1/2"COX wrap arol,QOfCh(roof /'�CR19 INSUL.N I jN;�^2"x 10" 16"O.C. R19 INSULATION ./` 10"O.H. ... 11] n�13 2"x 4"STUDS 313 8, A_I _ 8' 24'�, 2446 W ... ... _ .. I R13 INSULATION . R19 INS. -..2„x SO" 16"D.C.....� 311 ... ... PLYWOOD 0❑ _ ❑❑ _ .. ❑❑ SONO TUBES ]00 t - - - 32• 4"CONCRETE SLAB PATIO . j - - F8'X6"FOOTING . l E-6' SONO TUBE .. 41V .. i I DECK FRAMING DETAIL E .6, >i . . . 1"X 3"TRIM BOARD. T SIDING 3'MIN. . SHEATHING 51/z" ... .. P.T.5/4 DECKING. 4x4 ALUMINUM SPACER 8, 2x8 HEADER : 2"x B"DECK JOISTS 16"O.C. LAL 2„x.8"BEAMS JOIST ... .. AIR SPACE HANGER AT .. _ EACH JOIST GALVANIZED NAILS&BOLTS LEFT SIDE ELEVATION METAL POST ANCHOR LA OD POLE. . . 8"DIAMETER CONCRETE LJ _ October 2009. MIN.4'BELOW GRADE � I I. I I I I I I I I I plans for --- - - Christopher and Carol Olsen 0 1 2 3 4 5 6 7 8 9 10 26 Trudy Lane SCALE 1/4"=2'0" Cotuit,MA 02635 page 7 T —.20' SCREEN ROOM ABOVE 8'X 16' OPEN DECK ABOVE 8'X 12' '— STEEL BEAM 12"X 45LB5. FF i-F 6068 SLIDER 70P FL Y - - - A 1 _ A-1 A 1 r 2 JOISTS 16"O.C) A_1 . - '8"CONCRETE x 4'FROST WALL - (26' . with 8"x 16"footing - - -8"CONCRETE 20" ... ... .. with 8"x 16"footing BLOCKING STEEL BEAM 12"X 45LBS. -- -- BBLLOCKING - r: DOWN 140 _ UTILITY AREA k k i 9.6"TREADS 8"RISERS �vlp n GARAGE FLOOR - - — - _ O. 4"CONCRETE SLAB �� 0�Q k--I-i1-- ' FIRST FLOOR DECK ABOVE� L =9� 171L � � � 711 12'OVERHANG .- - .. ..... E2'9„ 9, \.EE 3' 91 2'9"3 .. .. 27, \E 8,4"��.. TB" � 4'6" .. .. .. 23'x 4'CONCRETE APRON 80' INCLUDES ANCHOR BOLTS AS NEEDED FOR STATE CODE REQUIREMENTS FOUNDATION PLAN October 2009 . I I 1 plans for Christopher and Carol Olsen - - 0.1 2 3 4 5 6 7 8 9 10 26 Trudy Lane SCALE 1/4"=2'0" Cotuit,MA 02635 page 8 r ,�-� Ally' DATUM : SYSTEM PROFILE : 130 VERTICAL DATUM: MSL t NOT TO SCALE SYSTEM DESIGN 28 BENCH MARK SET: HYDRANT TAG BOLT ELEVATION 45.00 DESIGN FLOW 3 BEDROOMS AT 110 GPB/D 330 GPD TOP OF FOUNDATION ELEV. 42.0 RAISE COVERS TO WITHIN 6" OF FINISH GRADE REQUIRED SEPTIC TANK OBSERVATION FINISH GRADE 45° SWEEP FINISH GRADE PORT TO GRADE ON END UNIT 330 x 2 = 660 GAL. ®QO � ELEV. 40.5 TO GRADE ELEV. 32.0 FINISH GRADE ----- ----- ------- N ` ELEV. 31.0 SEPTIC TANK PROVIDED = 15C0 _GAL. / GROUND ELEVATION 29.0 _ TOP = '29.54 ///�� /�� ��///������/ TOP ELEV A-28.31 /� �� /.�� �`�///`� SIZE OF LEACHING FACILITY REQUIRED. iv 44'®S= 017% 3' ®S= 0.01 TOP ELEV B-27.58 3.0" OF COVER O m 4" PV 6' ®S= 0.03 = DESIGN PERC RATE ____MI TOP ELEV C-26.83 � v\� 6" SLEEVE/ SCH 40 INV.= 4" PVC SCH 40 - 15'®S= 0.10 <_2 / .FINCH 2 MIN-3 MAX LONG TERM APPL. RATE_O•74_GPDS SPN� 4" GRUMIT INV.= 36.0 28.50 10"TEE 14"TEE INV.= = is �- 28.30 330 _ 0.74 SF/GPD = 446 S.F. MIN. REQ. -----did-----didLOCUS 5'-7" GAS BAFFLE 3"OUTLET TRUDY LN. 4'-6 1/2 �° H-20 D-BO (15) 34" x 75 x 16" CHAMBERS SIZE OF LEACHING SYSTEM PROVIDED: -�� 4 -1 LIQUID LEVEL ,��"Or�v(' HIGH CAP INFILTRATOR » J1 INV.=28.12 0 USING 15, 16 HIGH-CAP CHAMBERS "B INV.=27.95 ce w ELEV INV.=27.92 (A) a ELEV. 27:00 (A) 93.75 (0.92+2.83+0.92) =434 S.F. > 400 S.F. MIN. NEW CNST. LOCUS MAP ` � 23.96 INV.=27.17 (B) o b ELEV. 26.25 (B) NOT TO SCALE: °° ° °° INV.=26.42 (C) � Lri 3 ROWS OF 5 = 31.25x3 93.75 LINEAR FEET ELEV. 25.50 (C) 6" BASE OF CRUSHED STONE 93.75 LINEAR FEET OR MECHANICALLY COMPACTED TEST PIT #2 ELEV 20.5 NO GROUNDWATER ENCOUNTERED 93.75 (7.79) =730 S.F. 1,500 GALLON H-10 31.25' I WETLANDS ELEV. 11.0 PR 730 S.F x 0.74 = 540 GPD PRECAST CONCRETE OBSERVATION PORT , D.T.H. #1 Q5 D.T.H. #2 SEPTIC TANK / SCREW CAP 3 ROWS OF 5 0 6.25 EACH 540 GPD PROV > 330 GPD REQ.=210 GPD RES. DATE: 3/12/03 DATE: 3/12/03 STONELESS TRENCHES 8.5 o.c. GROUND ELEV. 33.5 GROUND ELEV. 30.5 FG=31 Fc=o` NO (GARBAGE DISPOSAL / GRINDER ALLOWED) NO GROUNDWATER NO GROUNDWATER SAND FILL FG=29 0/A /A_, SAND FILL LOAMY SAND LOAMY SAND SAND FILL C�l 10YR 2/1 10YR 2/1 � RESERVE O 3" 2" PRIMARY A RESERVE 0 - E E PRIMARY B MEDIUM SAND MEDIUM SAND RESERVE LOCUS INFORMATION 10YR 5/3 10YR 5/3 PRIMARY c 8" 6" 2'-10"--}-Y- 5'-8"--�••�-2'-10'-- -- 5'-8" �2'-10" LOAMY WSAND' LOAMY WSAND lw-1o" 10YR 4/6 29" 10YR 4/6 SIDE VIEW CURRENT OWNER CAROL & CHRISTOPHER OLSEN 26" � ELEV =31.0177� ELEV =28.3 / / ADDRESS P.O. BOX 1690 C 70» C I 1 COTUIT AL MA 02635 MED/C. SAND MED/C. SAND 10YR 5/6 10YR 5/6 \I L PLAN REFERENCE 284/98 130" 120" � \ I ELEV =22.8 ELEV =20.5 1 \ \ \ , / .2�'35�'E WF#0 ZONING DISTRICT RF 6 SETBACKS FRONT 30' LOT 8 SIDE 15' B.O.H. B.O.H. 47,100t S.F. TOTAL AREA REAR 15' SAM WHITE SAM WHITE sr9' \ \ \ \ \ \ �-`'�~ WF#1 38,160t UPLAND SOIL EVALUATOR. SOIL EVALUATOR I \ FLOOD ZONE "C" A. OJALA A. OJALA ` I \ \ \ \ \ \ \ \ AL PANEL #250001 SOIL TYPE. _ PERC RATE: <2 MIN. PER INCH l/ I \ "''�� - '�` - - � � �� \ � \ \ ASSESSORS MAP L�Q D.�!I ..- T /SE A I F 0 \ \ \ \ �cF N o PARCEL 104 \ �\ \ \ \ �� WF#2 �111� co cp. INDICATES DEEP CONCRETE 0 LOT AREA 47, I \ \ \ \ 1 00f S.F. DTH #1 TEST HOLE BOUND FOUND � \ F ` \ \ \ \ SEE ZBA DECISION 2010-002 ...� 75" 1 ICATE MOTTLING TYP. 7 YR 5/6 INDICATES DIS T / COMMON I I i \ \ \ \ \\ \\ \ AL AL P-1 44" PERC TEST 85" DICAT WEEPING I ` I O 1 \\ \ \\ �\ \ \\ \ WF#3 7 INDICATES DJ. GROUNDWATER I \ �O' 0 IdL 5" INDICATES 0 S. GROUNDWATER \ I r I \ \ \ \ \ \ \ \ I I I \ �\ �1-1\ \� WF#4 AL \ \ \ \ GENERAL NOTES 0 I I I I UN I GARWGE I �FR �Y << \ \\ \ `� \ c FO 0 20 30 40 60 100 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 0 i I I I ORCy \ \ \ OTp TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 0 I o \ \ \ qT FOR SUBSURFACE DISPOSAL OF SEWERAGE. ' \ 47.0 l I \ \ y 24:1 4�0 \ \ DwELLIN � � \ WF#5 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE w 0 ACCESSIBLE WITHIN 6 OF FINISH GRADE, WITH ANY REMAINING I a T ADR�N \ \� \\ �� �\ GRAPHIC SCALE: 1 INCH = 20 FEET ACCESS PORTS BROUGHT TO WITHIN 12 OF FINISH GRADE. - \ I O \ \ CONCRETE 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE I \ \ \ 1 v v VZ \� \\ �\ �� BOUND FOUND CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN H�20 LOADING. OR PARKING AREAS THEY Z \ ` \ 3 QO p MUST WITHSTAND \ = 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. p,,\ G J2 \ 14c \ 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE I PROPOSED \ \ \ tic X OR WITHIN 6" OF -GRADE SHALL BE MORTARED IN PLACE. DRIVEWAY ��\ �\CL q�l \ 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER 1 1.5 \ \ X qy / FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. o ,`.� 1 \3� \� \ \ 5 � ���, 6q �� 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF \ D.T \ \ ,� lF SITE AND SEWAGE PLAN SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6 -ABOVE - o \ \ D #2 \ \� �� THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND R=52.5p \ \ DESIGN LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. \ d \ \ o J 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN / \ \ \ \ \ \ \ 2 6 TRUDY LANE 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT \ \ \ \ ELEVATION OF THE OUTLET PIPE. IN 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES l EXISTING / I \ \ ° J p92�, COTU I T, BARN STABLE, MASS 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS ( UTILITY BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC CLUSTER I 1 \ \ \ �° SCALE 1 " = 20 DATE: JULY 28, 2010 11. :ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE \1-1 FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL o BE LEVEL / I \ PREPARED FOR: 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION / / J I CHRIS & CAROL OLSEN TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL. / / \ P. O. BOX 1690 13. MAGNETIC TAPE TO BE PLACED OVER ALL SEPTIC COMPONENTS. / COTU I T, MA 02635 1 - 774- 238- 0513 I CERTIFY THAT I AM CURRENTLY APPROVED BY THE CONSTRUCTION NOTES: / o DEPARTMENT OF ENVIRONMENTAL PROTECTION TO CONDUCT �" SOIL EVALUATIONS AND THAT THE RESULTS OF MY SOIL PREPARED BY: BENCHMARK EVALUATION ARE ACCURATE AND IN ACCORDANCE WITH 310 OF 1. CONTRACTORS INSTALLERS SHALL VERIFY GRADES AND V�N qss o�>��Y� ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING �`/ HYDRANT TAG BOLT CMR 15.100 THROUGH 15.107. ��``� q�yG EAS SURVEY, INC. ELEVATION 45.00 �o D VID so ®��� WORK ON THE SITE. �// � ��� G 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE L -------------- -�-�J--��--- U P N, R. 141 R T. 6 A T NE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT EDWARD A. STONE, CERTIFIED SOIL EVALUATOR " �11 P. O. BOX 1729 289; ' ID IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. �� ' TE � SANDWICH M A 02563 0� ��` �.,. 3. VEHICULAR TRAFFIC, PARKING' OF VEHICLES AND PLACING sgNiTa�P n , �o` MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND a �� PH. (508) 888-3619 S.A.S. AREA IS PROHIBITED CELL )508) 527-3600 r a-6 1/2 NOTES• Revisions INLET do OUTLET COVERS TO BE a'-2 1/2" Locus BROUGHT TO 6' OF FINISH GRADE. 1. CONCRETE - 5000 PSI MIN. V v,7 tt'-o �• �� A STRENGTH m 28 DAYS TEST PIT 1 GRD. EL. 35.6 TEST BY. A.H. OJALA,, P.E. S) 2-27-08: UPDATE SAS TO 2006 CODE rim # I _ 9 MIN.,. ,,� s •N 2. STEEL REINFORCEMENT - Trud Poilnt/-1 + CHANGE TO 4 BEDROOMS h-------- '- 4 COVER �- N A WITNESSED BY. MITE-, to D . . .,� ..., .� �- o � ASTM A-615. GRADE 80` GW. EL. f �.814L......:E M . MOTTLING EL. NONE CERTIFIED BY: A.M. WILSON ASSOC. t'- . Of AIR :;; •I � 3. 0 " � d l DATE. 3 1 � L 24 DIA. MANHOLE COVER p` 64 -- 1 r 3. COVER TO STEEL - i MIN. K tC :; ::: „ FINISHED GRADE �J.��, tours pond �( /% ELEV. SURFACE SOIL SOIL SOIL SOIL 8 20 TEXTURE: COLOR MOTTLING OTHER ::: 35.6 DEPTH HORIZON_ _ - T_I W/E ION ,• ,• FILL AND LOAM -- 4 in t0 INLET �0 choo/Sheet „ .r TEE uOUID DEPTH �• ..i, + CAP ENDS 'I 0--3 0 A LS 10 YR 2 1 N A / / :: •: 4 PERFORATED PVC- S A.005 3535 ' � " " 4 � cotu ; r 11 s MIN. 3/a TO 1-1/2"STONE 5" p1A. KNOCKOUT S" OIA. KNOCKOUT ) e or ►o „ aEFFECTIVE 3-8 E MS 10 YR 5/3 N/A ; .`'BOTTOM .ON LEVEL STA LI= s rp '� .. .... .. -.. • ; .fir._ \\ \\ 34.93 PRECAST CONCRETE SEPTIC TANK . ,... ,: DEPTH REINFORCED WITH STEEL �. .- .. • �` LEVEL BOTTOM B/uff " CROSS SECTION VIEW -{- + e t o,; \ 8 29 Bw LS 10 YR 4/6 N/A PLAN + + Q 1'-3" 33.18 3) INLET AND OUTLET TEES TO BE CAST IRON 'll Pont \ 451 0" I a ^// \\ NOTES OR SCHEDULE 40 PVC. 6' 7 f2" ' 8 _ \\ -- " M C 10 YR 5 S N A 1 SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVERS. ,: • :; / �. 29 130 C / / / . .. . ...,.a. ( 24.77 UNLESS UNDER PAVEMENT, DRIVES. OR TRAVELEDE LE. BOTTOM WAYS, WHERE BY H-20 LOADING SHALL APPLY. 4" 1500 � LOAM AND y � Cotult �I< Somond s SERVED 0 PERC RATE. 2 ALL PIPE CONNECTIONS AND CONCRETE CON- NO. OF GALLONS, w C A A C'I`ft"rN 2% MIN. FINISH GRADE SEED Highland WATER OBSERVED Top PERC HOLE ) N N 70" 2 STRUCTION TO BE WATERTIGHT. _N9NE MIN,/INCH u' IBUT BOX DETAL 12" �� %'loop . 11C-- E DB� 5 W/ BAFFLE Beach .. v:��, i MIN. NOT TO SCALE - NOT To SCALE - 2" MIN. OF Y: A H OJALA P.E. 2'-0" 1/8 TO 1/2' GRID. EL. 31.9 TEST B TEST PIT 2 WASHED STONE BROUGHT TO _ INLET & OUTLET COVERS TO BE 0 9' MINIMUM FINISHED GRADE OVER LEACHING AREA GW. EL. 1�,/A WITNESSED BY. SAM WHITE FINISH GRADE 2 Q 'f DATE: 3 12 03 MOTTLING EL. NONE CERTIFIED BY: A M WILSON LOCUS WITHIN 6" OF FINISH GRADE /� " 1 / O/�C MAP //�� • MIN. s4 MIN. r TYP. CLEAR 3 4" TO 1 1 2" DOUBLE ��r./VVS IYI/"'iP ELEV. SURFACE SOIL SOIL SOIL SOIL 4" PVC SCH. 40 3s� MAX 3s' MAX. / / .� �., CO' F O COVER _ (TYP.) WASHED STONE (NO FINES) TEXTURE COLOR MOTTLING OTHER (TYP.) :•• ..;.. .; FIRST TWO FEET T L-45 S-0.005 ft/ft 31.73 DEPTH HORIZON • eE LAID LEVEE NOT TO SCALE .. � CROSS SECTION VIEW 0-2" 0+A LS 10 YR 2/1 N/A ��� Assessors Map 21 Parcel 104 1500 GAL SEPTIC TANK • " tD'-o4 ::•... ..,... ASSUMED SEASONAL MAX. EL. 12.0' " 2-6 E MS 10 YR 5/3 N/A (MIN.) LEACHING TRENCH AND LIMIT)* FOUNDATION / t!► : (ON 3/12/03) *9.83' EAC I g DETAILDESIGN.�ANALYSIS, " L._.-_.:_ TO BE INSTALLED ON A ,�1��'TFM PROFILE , �..�.r��_ 6-26 Bw LS 10 YR 4/6 N/A LEVEL I STABLE BASE. 1 N L GW t 8.0 NGVo* NOT TO SCALE NOT TO SCALE 29.73 DESIGN FLOW: " i0 5 6 _ _._e.: 110 GPD x 4 BEDROOMS = 440 GPD 26-120 C M/C YR / N/AJ OTT Map 21 Parcel 99 BorroM PERC RATE: SEPTIC TANK REQUIREMENTS: WATER OBSERVED � TOP PERC HOLE I NONE ® G 2 MIN./INCH 1200 %) x 440 GPD = 880 GPD Project Title USE 1500 GALLON TANK ALSO SEE SHOVEL PIT LOG ON THIS SHEET ZONING SUMMARY ,' // / ONIN LEACHING FACILITY REQUIREMENTS: 26 ZONING DISTRICT RF RESIDENTIAL DISTRICT (440 GPD) / t 0.74) = 595 S.F. MIN. LOT SIZE 43,560 S.F. / / / J / // // / / / / � MIN. LOT FRONTAGE 150 Map 21 Parcel 98 MIN. FRONT SETBACK 30' �/ / / / / // � /� // / / / �/ /� i MIN. SIDE SETBACK �o, / / / / LEACHING FACILITY PROVIDED MIN. REAR SETBACK 15 • Map 21 Parcel 10,3 SETBACK 35' / / / / � / � / � / / / / � � / Laiie WETLAND S / / o. / // / // //"h / / / / / 2[(3'w x 45'I) +2(2'h x 45'I) + 2(2'h x 4'w)] = 654 S.F. RFPD OVERLAY - 2 AC. �/ ,y / / / / / / / / / / / // / / / / / SEE ZBA VAR. 2003-115 / �yo• � / / / / � / / / ,� (654 S.F.) x (oa4) - 484 GPD / 1 / / ry NOTES: l cotuitl 1. EXISTING CONDITIONS SHOWN HEREON /ARE THE RESULT / / / / / / / " / l l l i / I I l I I l NOTE / / /- F D 8Y DOWNCAPE / / / � / N 01- AN ON THE GROUND SURVEY PERFORMED / f f / / / 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION a / f / / / AND MATERIALS 1 F 11 003. .•-�""""� / / J / l I METHODS .�I'.�. MATER.�,i..S SHALL. CONFORM TO ENGINEERING, INC, ON .MARCH 2 / / / I / I / CODE , / TA 'ENVIRONMENTAL AND TITLE V OF THE STATE EN E � II< � ."•�. ,�, TOWN F BARNSTABLE RULES AND RE�UI.411ONS. 2. DEED REFERENCE: DEED BOOK 5055 PAGE 15 REGISTRY, / / / / ✓ I I i. I / I / / To 0 / / � / / / / � � I ! 1 ( 1 l / l / DISTRICT OF BARNSTABLE COUNTY. / / I f / / I I f� i I rl I l i / I I I I i / / 2• ENTER OR LEAVE ALL CONCRETE STRUCTURESPN II / ' / / I / / / sa I I I I I I ! ( i J l I / i wF Al 3. ELEVATIONS ARE BASED ON N.G.V.D. / / / / / ►/ I I I 't / i t ORDER TO PROVIDE A WATERTIGHT SEAL. es/ Hol ,¢rt c A IPLAP JOINTS IN SEPTIC TANK SHALL BE HEREON ARE ,3s. u / Prepared For 4. LOCATIONS OF UTILITIES SHOWN H ) y> ,� F� 0_ I I ftl t l l l � , � I SEALED WITH NEOPRENE GASKETS OR ASPHALT P 1 I / �� � I '� We tc 1 E LED ONLY AND ARE TO BE VERIFIED IN THE FIELD. a / / I I ' de 1 ,� {� 1 ,I APPROXIMATE L � � I � ,.�. ,,�. CEMENT TO PROVIDE A WATERTIGHT SEAL. ��o / ) I I ( � I I 1 { 1 / l/ �I / li . . / \ I Vest I 1 I I I THOMAS + SUSAN CONTROL UtlEtiss \ 1 f I I I ( j 4. PRECAST CONCRETE SEPTIC TANK DISTRIBUTION 5. CONTRACTOR RESPONSIBLE FOR PLACING SILT CO \ Ei 1.9 r I eu ,. , tt 1 ( I I 1 I t ( AL BOX AND LEACHING FACILITY TO WITHSTAND H-10 PRIOR TO ALL OTHER WORK INCLUDING CLEARING + /c \ \ \ \ / / / I I i ' i 1 s ,-- ....• - ,�i \ 1 / I I ( 1 1 1 1 1 r t ,� LOADING UNLESS UNDER PAVEMENT, DRIVES OR A GRUBBING. ` 1 1 / / I I } I 1 i� I p t �. TRAVELLED WAYS WHEREIN H-20 LOADING SHALL CADZOW Edge I a, \ 1 '� / I I _.:. _ I-- 1 . 1 1 I 1 APPLY. G FOR RETAlNAGE TO BE of p� / 1y I I 1 1 1 } 1 I . I �t \ WF A2 6. STRUCTURAL ENGINEERING �,• < 1 1 / I l V 1 1 1 / �� �� i* I.,_•_ I `t, \ 4..C� 5. ALL 4" PVC PIPES IN THE SYSTEM SHALL BE PROVIDED BY OTHERS. Tr �, 1 1 1 / 1 # . 1 I I I \ ,1 \ r 't �c 1 � . .».�,.... ,... 1 1 1 � \ ,3 , �- � SCHEDULE 40. 20 Rascally Rabbit Road �I -0 4, 1 i I/ �" 7 ` : . } 1 I \ ::. :� 47, 1OO.t S•F• 02648ns Mies o 1 / n l 1 I 1 I \ 6. WASHED CRUSHED STONE SHALL FREE OF ALL c c:a o ��~�1,.. 1 1 \ o . 1 1 t k 1 , I , ALL UNSUITABLE MATERIAL A & B \ \ i Or WITHIN AREA SHOWN, ( / 1 I \ DIRT, OUST AND FINES. x I / I ,u A WITH SOIL 1 o I I \ I HORIZONS TO BE REMOVED AND REPLACED I � I \ 1 .: - � \ f ACID'S M ORGANIC �' SAND FREE FROM 0 1 \ � •�s- OF CLEAN GRANULAR I \ CONSISTING r4 I I .;.,:.. ,';., ,••.`` .... - 1 I l \ ca 7. AT A POINTS OF INTERSECTION OF WATER LINES ... it` ` i, ' • :- •'••. :'::'": MIXTURES AND LAYERS / 125 Min. \ \ •� :..... .: .,,• .:.....•.. .... . .. ....:: ..... MATTER AND DELETERIOUS SUBSTANCES. X I I o AND SEWER LINES, BOTH PIPES SHALL 8E CON- OF .. DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. E FILL a, STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO SHALL .NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A � � � I I I � / I ( f \ \ \ � \ \' 4 t • ,1i, BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. A. M. Wilson Associates Inc. SIEVE ANALYSIS, USING A SIEVE, SHALL BE PERFORMED I I I 11 0 in.I \ t :� -�- N REPRESENTATIVE SAMPLE OF THE FILL. UP TO 45X BY WEIGHT ( \ t \ kit +�. 0 A REP E I I \ \ \ \ ► t \ 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE 0�' THE FILL SAMPLE MAY 8E RETAINED ON THE #4 SIEVE. ( I / / �`�� / t 1 I I \ \ \ \ r � \ \ ;� ,� 508 428 9752 / FAX 420 9795 F I / I MANUFACTURED BY ROTONDO OR AN EQUIVALENT SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION 0 I I I Shavgl Pit "4 THE FILL SAMPLE PASSING THE SIEVE, SUCH ANALYSES MUST I' / / / l 1 I l I I I \ \ '\ \ \ \ ` \ \E'f=1 A3 MANUFACTURER. THAT THE MATERIAL MEETS EACH. OF ;: �, i / I I I � � I °� � / � I I 1 \ \ � \ � \ \ � r \ Drawing Title DEMONSTRATE / / / 1 1W / ry \ +i THE FOLLOWING SPECIFICATIONS. / / / / / / I N a 1 9. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING o I I 1 \ \ \ \ \ \ AREA AND BACKFILL WITH MATERIAL AS DESCRIBED EFFECTIVE 9e THAT MUST \ \ ` \ \ \ r r \ a ON PLAN. SIEVE SIZE PARTICLE SIZE PASS SIEVE 4 4.75 MM tOO9& 0.00 10.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO 50 0.30 MM 10 - 10090 G 0 / I ' ' \ chi I \ ` r r�� \ `ahc I, +fr �� Map 21 Parcel 15 100 0.15 MM O% - 2O% / / / / \ \ \ \ , \ \ \ \ \ \ \ ` r \ >tt ,,� _ � / \ � \ ` \� \ ; r \ \ `� Barnstable Conservation Land OPERATE OVER THE LIMITS OF THE SEWAGE DIS- 200 0.075 MM 0x 596 / / / \ t \ \ \ \ \ \ 1 \ \ i r \ POSAL SYSTEMS DURING THE COURSE OF CON- 1 1 ✓' / / / // 1 \ \ \ \ \ \ \ \ r� r \ \ ` wF' A4 STRUCTION OF THE SYSTEMS. ,, / ` 1 \ \ \ \ \ r ` � T L 0 . - \ \ 1 r \ SJ-l_1LE�PI G MODIFICATIONS TO THE SEWAGE DISPOSAL �•-'` l 11.N0 FIELD MOOIFIC S 5ubsurfaLV 1 \ r \ I I \ \ \ , \ \ \ \t \ WITNESSED BY: WI-LAIRD BAKER_ P.E. SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN I N ER T E� f l,4 ON J .r..w�r'� �.�,, 1 a \ \ \ 1 1 ' \ \ \ r DATE: ��03 APPROVAL OF THE ENGINEER AND THE LOCAL 4" INVERT AT BUILDING 30.00 \ \ \ \ , \ ` r \ I \ ELEV. SURFACE SOIL Sewage ` DEPTH HORIZON OTHER BOARD OF HEALTH. I1� \ i r`r I �.. 12.THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY • 4�' INVERT AT 1500 GAL. TANK (IN) TITLE V. 28.57 I `'"" 1 \ +, \ \ 1 I � \ \ ` \ I \ �- 4" SNOW COVERV/Sposa/ 2$•32' I \ , � 1 I ` 1 tie + , \ ; 2.50 REQUIRED BY 4" INVERT AT 1.500 GAL. TANK (OUT) I 1 1 \ \ \ " SANDY 13.A CERTIFICATE OF COMPLIANCE AS Q cr, A /. , 1 1 I fkd \ \WF- A5 ' � B1.r� �MA��r \ i \ t \ \ 0_5 0 HEMIC TITLE V.AND AN AS-BUILT PLAN '� 28.12 \ 1 1 ; 12.08 OF THE SYSTEM MUST BE OBTAINED BY THE N , 4 INVERT AT DIST. 80X (I ) .�.� � 1 \ 1 � Design --''� TAG BOLT ON HYDRANT W \ I 1 a \ s , COARSE CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. 27.95' .....-- 110 ELEVATION 45.0 Parcel 139 \ ah, 5-6" A SAND 4" INVERT AT DIST. 80X (OUT) #. Map 20 a \ \ 1 1 I ��\� \ \ 12.00 14.THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE \ �\ 1 1 :, ` \ �, �� \ ,/ ► COARSE LOAMY INVERTS AT LEACHING FACILITY; \ \ \ \ \ \ \ �� \ N DISPOSAL UNIT. 6-25" B SAND 4" INVERT AT BEG. \� \ \ \ \ \ �*� �. \ `• 11.46' 27,75 \ � \ \ � \> \ \ ` " COARSE SAND 15.ALL UNDERGROUND UTILITIES SHOWN WERE COI- LEACHING FACILITY \ \ \ \ \ PILED ACCORDING TO AVAILABLE RECORD PLANS 25-38 C WATER � 32" �i t�t� Of M4s�7. � � \ \ � \\ \\0 \ `• � 9.54' ACID ARE S OF 963ROXIMATE ONLY.M SSACHUSETTSSEE GENERALTLAWS70, 4 INVERT AT ENDS c+ \ LEACHING FACILITYDMAKE27.52 R SERTA• \\ \ \ CIVIL \ \ INCURRED AS A RESPONSIBILITY FOR DAMAGES OMMII'TED OR op ZIP Parcel 8 ELEVATION AT BOTTOM No.41642 o h \ \ INACCURATELY SHOWN. THE APPROPRIATE PUBLIC ' \ +1� ENGINEERING DEPARTMENT SHALL BE CONTACTED AS Date Jul 11 2003 OF LEACHING FACILITY 25.52 �� F��sTE�`�"� ` \ � \ `,. �- - - -4844 Y Drawing No. WELL AS DIG SAFE (PH. NUMBER 1 800 322 ) OBSERVED GROUND WATER ELEVATION (OGW) 9 SHOVEL PIT (3/12/03) r ' "' \\�• Check Design A.M.W. Z-Z'�_a� � ���INF As Check A.M.W. *ASSUMED SEASONAL MAX. GW AT BVW LIMIT 12.0 Scale:1"=20' Drawn J.V.B.JV@ TOWN GW MAP BY GAHRETY + MILLER 1992 Job. No. 2.1253.00 SHOWS REGIONAL GW AT + 8 0 10 20 30 40 5o FEET Last Rev. Feb. 27, 200$ of 1. Cadzow Base.dwg TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR SOIL TEST DATE OF SOIL TEST ma al- ELEV. _ ��•� _ 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE ITN TEST DONE BY Ci CLEAN SAND) WITNESSED BYlu CONCRETE 10206 COVERS 4" SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE 1 ELEV.- 102.5 MIN. PITCH 1/8" PER FT. 2" LAYER OF PERCOLATION RATE _ < 2 MIN./INCN. a 1/8" TO 1/2- DEPTH HORIZ TEXTURECOLOR- Ow w „ 104.0 MAX WASHED STONE VENT 4.00 4" CAST IRON PIPE -_ 101.75 MN. NOT REQUIRED 0-8 O/E MEDIUM SAND 1OYR6/1 NO ROOTS (OR EQUAL) MINIMUM -- PITCH 1/4„ PER FT. z 1 CU, FT. OF 8-36 B LOAMY SAND 10YR5 6 CONCRETE / FLOW LINE a, ANCHOR -124 C MEDIUM SAND IOYR7/6 10' ELEV. _ � _ -TMIN. 0. l LEV. - 19&00 LEVEL ° a S '� 3'' c m ° 10 ° = 99.67 ��Qm c o a�eo EL V. ------ BA , ELEV. - 102� GAS ELEV. - 101.7^0, 6""pSUMP DISTRIBUTION ELEV. _HIM FFLE DIS t RIBU ION ELEV. _ C LIQUID OUTLET BOX Ems- 4 HIGH CAP S IT INFILTRATORS WITH DEPTH TEE IN AN 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 11' X 36' X 10` TRENCH FORMATION 3 17.51 5 FEET 19 INCHES IF MORE THAN ONE OUTLET 6 FEET 24 INCHES 1500 GALLON WELL. N/A � ,,.•• , 8 FEET 34 INCHES SEPTIC TANK (TO BE PLACED N FIRM BASE) SOIL ABSORPTION ZONE NO WATER ENCOUNTERED AT � _ ELEV. 3/4„ TO 1 1/2" CLEAN SYSTEM (SAS) INDEX DOUBLE WASHED STONE ADJUST z FREE OF FINES do SILT OBSERVATION HOLE 2 ELEV.= 103• �►p �p USGS PROBkBLE WATER TABLE ELEV = ------ PERCOLATION RATE < 2 MINJINCH. SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV = ____ DEPTH HORIZ TEXTURE COLOR M TT. OTHER NOT TO SCALE BOTTOM OF TEST HOLE ELEV _ _42.1�_ 0-10 O/E MEDIUM SAND 10YR NO ROOTS 10-38 B LOAMY SAND 10YR5/6 • 8-120 C MEDIUM SAND 10YR7/6 'n tt NO WATER ENCOUNTERED AT __12(L"_ ELEV. _ 1S JL DESM CALCULATIONS 4•. NUMBER OF BEDROOMS 3 GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW _ X x REQUIRED SE TIC TANK CAPACITY) GAL/DAY x ACTUAL SIZE OF SEPTIC TANK GAL x - - SOIL CLASSIFICATION _�... . DESIGN PERCOLATION RATE MIN.AN. a LOT 3 EFFLUENT LOADING RATE GAL/DAY/S.F. ^p LEACHING AREA SQ. FT. ; (i/X3*)+(47=0/13) LEACHING CAPACITY (AREA X RATE) '�Q3,Q( GAL./DAY x r. . LAW T 474.33 X 0.74 x LOT 2 RESERVE LEACFHNG CAPACITY GAL./DAY ' AR&-- .�z 294f S.F. X NOTES: _ x . 's,; �- ..►� >+ OMMA►rr� AND MATERIAL: CONFORM TO D.Q.P. TITLE 5 AND 'THE TOWN OF RULES AN>S REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 1 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6' OF FINISHED GRADE. 150p -s. LOT B 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF �' WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITIa1N OF SEPnC j NCH 101 FT. OF DRIVES OR PARKING AREAS. H-20 40AIMN O SHAD. BE X x USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO O AM SHALL BE MORTARED IN PLACE. A I 1 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH ;t DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO \ Ok9h Q x X OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. x 6. UTILITIES SHOWN ARE APPROXIWATE ONLY, EXCAVATION CONTRACTOR i JRGwOp IS TO CALL "DIG—SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. ORELL/NC 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VA�tIAT10N \ y IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGWEER J IMMEDIATELY. 1 8. PARCEL IS IN FLOOD ZONE _. \ PROPOSED 9. LOT IS SHOWN ON ASSESSORS MAP _. ,._ AS PARCEL .,.,. ,,,.. `' DRIW NEW 1FSTHaES 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR ° .;+ \ (aY 0rH£RS) A MINIMUM OF 5' AROUND SOIL ABSORBTION SYSTEM AND BE REPLACED �f• ; WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) SOIL TEST 2 - — 3 X 7, LEGEND: EXISTING SPOT ELEVATION 00,�0 ��1�9w '�.�• �� EXISTING CONTOUR - --00----FINAL SPOT ttt►s�n�o�- �aa ao' \� SOIL X 100.2 :r \~ FINAL CONTOUR NATION \ N TEST I \ SOIL TEST LOCATION !� . UTILITY POLE -0- ' 1 / TOWN WATER —W..�.�W� tNOF CATCH BASIN GAS LINE �i X 97.7 ` T A. CLEAN OUT C.�:--� APPROVED: BOARD 0�' HEALTH \ ` DLs CESSPOOL C.P. O r Q. NO wv a � X IT�a��a DATE AGENT PROPOSED C 'DESIGN X 1 ' t �; x 1l)1 6 -- x v7r,rl x �p s�� S` FOR �.. , ��, STANLEY GOLDISTEN , GRAM WAY PROJECT LOCATION T DT 2 TRY LANE , r . `��" cr_ o COTtfIT 0 s : 0 Z 9 GR A WESTERN AD - -� x N =US P. 0. BOX 713 0 508- SOUTH DENNIS, MASS. clam: 398-3922 _ FAXJULY 231 2002 [­SCALE 201 µ 4J.I TRUpY LN. - REVtsED OCT. s, 2002 LOT 1 LOCATION MAP REVISED _ SET �, .. C.• IS6�PRCJV"7--610 �dW9ti3.l 7-0V.DIIC 0 zool ;WEE 0 E