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0325 BAXTERS NECK ROAD - Health
3'25 Baxters Neck Road M.4tstons Mills A= 075`- 008- 002 a i i TOWN OF BARNSTABLE LOCATION25 L�0.xter i�eC �oac� SEWAGE# 'VILLAGE gaYSiln'S MI Its ASSESSOR'S MAP&PARCEL t n�� INSTALLER'S NAME&PHONE NO. Wwyenu- h4nc1 L � Al i-J� SEPTIC TANK CAPACITY S00 Q�CLX LEACHING FACILITY:(type) '- 500 aout (size) O" �21 NO.OF BEDROOMS ) ' OWNER CiY�1(�S Ltanrl� PERMIT DATE: j Z C I u 1 I q COMPLIANCE DATE: I _0- 1 O 1 \q Ew Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 2-(0•2S' 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 Yl Cb 22 0 No. I —Y 6 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplicatiou for Disposal *pstem Construction permit Application for a Permit to Construct(,- Repair( ) Upgrade( ) Abandon( ) ❑Complete System ividual Components Location Address or Lot No.3Z �5 AIf gPiA ""� Owner's Name Address,and Tel.No. r 3 Z jsy ; v") o- tM .SItt �JhC� ker-k �, Assessor's Map/Parcel b —Otje—per 'De 5*6 A � i S$ -IInstaller's Nam Address,and Tell.No. ] Designer's Name,Address,and Tel.No. r V.�u- c y;cSe�-Cep �Z�J Vc`yTt4�"7 ^z8� ��f 't,�V� `'n,►1GCf l� �Jrfjc� Type of Building: 5;6 4 />97 Dwelling No.of Bedrooms S Lot Size ��� a�cQ� . Garbage Grinder(Vl� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) SS-0 gpd Design flow provided�S� gpd Plan Date Ulu ty, Zd IT Number of sheets Revision Date Title Size of Septic Tank v JU Type of S.A.S. .540 _ Description of Soil 20, I v4y 04 LAIWVL Nature of Re airs or Alterations(Answer when applicable) 16 1, Q, y + Date last inspected: Agreement: The undersigned agrees to sure t OV,he construction and mainten nce of t afore described on-site sewage disposal system in accordance with the provisions of T. I of the Environmental Code and no o place t system in operation until a Certificate of Compliance has been issued by this of Health. Si ed Date Application Approved by f l Date y Application Disapproved by Date for the following reasons Permit No. 2-0 1 /d? Date Issued 10 7 r , No. (U'I Fee V . THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION -TOWN OF. BARNSTABLE; MASSACHUSETTS - r.Yicatiou fo Mis osailk4 stein Construction 3permit - Application for a Permit to Construct�epair( ) Upgrade( ) Abandoni(/,) ,0 Complete System ®.Iti ividual Components Location Address or Lot No.3Z�a►1XR�s /;fit �iCu• s r '`Owner's Name,Address,and Tel. _^No.-� Assessor's Map/Parcel .Installer's Name Address,and Tel.No. DDesigner's Name,Address,and Tel.No. 5 To L r G� .- TD•�l a ���7 4 - �3 Type of Building:_5b6 S6 4 /$'B� a 2 �O'�a # Dwelling No.of Bedrooms Lot Size ��6A 0;;�_sd-*t. Garbage Grinder06 Other Type of Building No.of Persons Showers( ) Cafeteria( ) r Other Fixtures ti - DesignlFlow(min.required) S�d - gpd Design flow provided !�b O gpd Plan Date (1AA s �nl Number of sheets Revision Date Title Size of Septic Tank 154Q - Type of S.A.S. Description of Soil " �✓� 12�- v�x - Nature of Repairs or Alterations(Answer when applicable) ���er �P_�, �-►� 0��5�� Riot + r Date last inspected: __7 Agreement: �y The undersigned agrees to nsure the construction and mainten\nc of�th afore described on-site sewage disposal system in accordance-with the provisions of Titl 5 of the Environmental Code and na\toplac3e�leystem in operation until a Certificate of Compliance has been issued by this d of Health. Si ed Date Application Approved by Date -'2'U/`7 Application Disapproved by Date / for the following reasons ' Permit No. 2 oTYO Date Issued / THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE„MASS.kC,HUSETTS Certificat of I o i ncP f THIS IS T RTIFY,that the On-site Sewage Disposal sy m Constru ed Repaired( ) Upgraded( ) Abandoned( )by at h been constructed in accordance with the provisions of Title 5 and the for Disposal System(;�onstructi Pe it No. G(51 dated o In C-\n ' ti`4��'c r '"�. �,^`�'`.` �` D igne v\\ v a-. ^, t w #bedrooms App ved design flow �j gpd The issuance of this permit sha no be construed as a guarantee that the system will fi{n hoV designedDate (a [, Inspector /�t / ` No. d ( 03 Fee v THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction permit Permission is hereby granted to Construct( -} Repair( ) Upgrade( ) Abandon( ) System located at r_14k1 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with s+. Title 5 and the following local provisions or special conditions. Provided:Constru710 ' n m st be completed within three years of the date of this permit. �J Date b l Approved by yL Town of Barnstable Inspectional Services rk Public Health Division r.•. KISS Thonisi McKean,Director" 200 Main Street,Hyannis,MA 02601 r"�a r Office: 508-862-4644 Fax: 508-790-6304 a Installer&Designer Certification Form Date: lZJ1 Sewage Permit# '2� _Assessor's MapTarce1675'�-=L Installer: 1. Designer: 1�y�..n Address: ?N L-k C.S`1T7�1rYtQ`v� _ Address: 3gCv Eli ''01 S Yf5* On t 1 ►��, _C h�V\ _ _ was issued a permit to install a _g—�oa �— instal�Ter) _ - septic system at 3 t x ) based on a design drawn by (iMress dated esig _Ce/f certify that the septic system referenced above was installed substantiAliy according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than la'lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was construe te 'ance with the to mis of the RA approval letters(if applicable) ��°F AssgOti °`='EA CIVIL w P(Ins lei lgn tlit+e No.48168 a 10' 9FO/STER``O oFFssIONAL t.{ esigner's Signature) (Affix Des f irret tamp Here) PLEASE RETURN TO BARNSTABLE PUBLICDU OTH TH THIS FO AND AS- F CION. CERTMICATE OMP IAN ' ILL OT BE ISS B LT CARD ARE E D BY B S ABLE PUBLIC HEALT DIVISION. THANK O . %,",tMEALTWEWER oo M9dSEPTIC1DWSmr Cenifladon Fcna Rev&14-13-DW - � Commonwealth of Massachusetts 07-5- bo$-Ob p Title 5 Official Inspection Form <lI Subsurface Sewage Disposal System Form - Not for Voluntary Assessments y; �a 325 Baxter's Neck Road Property Address r William Walser Owner Owner's Name ='' information is Marstons Mills Ma. 02648 03-01-2019 required for every page. Cityrrown State Zip Code Date of Inspection';? �9 Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. Inspector Information S1# 13&QX_ on the computer, use only the tab Michael T Bisienere key to move your Name of Inspector cursor-do not Cape Septic Inspections use the return Company Name key. 52 Rivers End Road Co Company Address Teaticket Ma. 02536 City/Town State Zip Code 508-280-3356 S13938 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 03-03-2019 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 325 Baxter's Neck Road Property Address William Walser Owner Owner's Name information is required for every Marstons Mills Ma. 02648 03-01-2019 page. City/Town State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: This 3 bedroom home has a 4 bedroom septic system. The system has a H-10 1500 gallon septic tank and a D-Box feeding four 500 gallon leaching chambers with stone. At the time of the inspection the leaching was dry and there were no visible signs of past hydraulic failure. 2) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 18 Commonwealth of Massachusetts �- Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments u� 325 Baxter's Neck Road Property Address William Walser Owner Owner's Name information is required for every Marstons Mills Ma. 02648 03-01-2019 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 3) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 325 Baxter's Neck Road Property Address William Walser Owner Owner's Name information is required for every Marstons Mills Ma. 02648 03-01-2019 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh b. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that'protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. c. Other: 4) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 Commonwealth of Massachusetts : Title 5 Official Inspection Form ` Subsurface Sewage Disposal System Form - Not for Voluntary Assessments `` 325 Baxter's Neck Road Property Address _William Walser Owner Owner's Name information is required for every Marstons Mills Ma. 02648 03-01-2019 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than 'h day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged.or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. 5} Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section CA, Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form - Not for Voluntary Assessments V 325 Baxter's Neck Road Property Address William Walser Owner Owner's Name information is required for every Marstons Mills Ma. 02648 03-01-2019 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes"to any question in Section C.5 the system is considered a significant threat, or answered "yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate "yes" or"no" for each of the following for all inspections: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 i Commonwealth of Massachusetts �n Title 5 Official Inspection Form b Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 325 Baxter's Neck Road Property Address William Walser Owner Owner's Name information is required for every Marstons Mills Ma. 02648 03-01-2019 page. Cityrrown State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 4 Number of bedrooms ctual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedr oms): 440 plus GPD Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonaluse? ® Yes ❑ No Water meter readings, if available(last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: Fall 2018Date t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 ii V i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 325 Baxter's Neck Road Property Address William Walser Owner Owner's Name information is required for every Marstons Mills Ma. 02648 03-01-2019 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form I; Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 325 Baxter's Neck Road Property Address William Walser Owner Owner's Name information is Marstons Mills Ma. 02648 03-01-2019 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: ® Septic tank, distribution box, soil absorption system. ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a co of the current operation and 9Y PY p maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: 10-01-2009 Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): " Depth below grade: 21feet 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.): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 I Commonwealth of Massachusetts �n 1p Title 5 Official Inspection Form 1 Subsurface Sewage Disposal System Form- Not for Voluntary Assessments .� 325 Baxter's Neck Road Property Address William Walser Owner Owner's Name information is required for every Marstons Mills Ma. 02648 03-01-2019 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: 12"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: standard H-10 1500 gallon Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle 34" Scum thickness 1" Distance from top of scum to top of outlet tee or baffle 4" Distance from bottom of scum to bottom of outlet tee or baffle 12" How were dimensions determined? sludge judge Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Note the discharge tee has a filter installed the filter will need to be seviced from time to time. I recommend the new owner put the tank and the filter on a maint. plan with a local septic pumping co. based on the future use of the home. The Barnstable Health Dept. has a list of local septic pumping co. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments u� 325 Baxter's Neck Road Property Address William Walser Owner Owner's Name information is required for every Marstons Mills Ma. 02648 03-01-2019 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 325 Baxter's Neck Road V Property Address William Walser Owner Owner's Name information is Marstons Mills Ma. 02648 03-01-2019 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) Alarm present: ❑ Yes ❑ No Alarm level.' Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 011 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 the time of the inspection there were no visible signs of leakage. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 18 i t - Commonwealth of Massachusetts �n Title 5 Official Inspection Form 11 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 325 Baxter's Neck Road Property Address William Walser Owner Owner's Name information is required for every Marstons Mills Ma. 02648 03-01-2019 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) 10. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ® leaching chambers number: 4 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 Commonwealth of Massachusetts �n Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 325 Baxter's Neck Road Property Address William Walser Owner Owner's Name information is required for every Marstons Mills Ma 02648 03-01-2019 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): At the etime of the inspection the leaching was dry and there were no visible signs of past hydraulic failure. Due to the snow covered ground I can not comment on the conditions of the vegetation or soil conditions. 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 i Commonwealth of Massachusetts ,, Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments u 325 Baxter's Neck Road Property Address William Walser Owner Owner's Name information is required for every Marstons Mills Ma. 02648 03-01-2019 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 13. Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 I� i i Commonwealth of Massachusetts In Title 5 Official Inspection Form Flo Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ............. !% 325 Baxter's Neck Road V� Property Address William Walser Owner Owner's Name information is required for every Marstons Mills Ma. 02648 03-01-2019 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately p4q 2 w t5insp.doc•rev.7/2 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 TOWN OF BARNSTABLE LOCATION A26 RBI SEWAGE V)LO 0 9 -3 Z Z VILLAGE 1 1 I `S ASSE SOR'S MAP&�JtPARCEL 0 7s- oU r-00 2 INSTALLER'S NAME&PHONE NO. 6 Y I V OLn �tn q cye SEPTIC TANK CAPACITY ,5 O 0 \J LEACHING FACILITY:(ty p e) 5po Gta,� bvS(size) k Z t 3 t, yj Z SQ 1"I NO.OF BEDROOMS � OWNER 0. 6hwh"n PERMIT DATE: 101, 109 COMPLIANCE DATE: 1$ zS J Separation Distance Between the: ✓�, Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ✓0 Feet Private Water Supply Well and Leaching Facility(If any wells exist on , site or within 200 feet of leaching facility) �{ f'1 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within n 300 feet of leaching facility) /�J Feet FURNISHED 13 i A; S` (UV rL 62, '8 4 (� A i I i I � Q Commonwealth of Massachusetts ,0 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments u 325 Baxter's Neck Road Property Address William Walser Owner Owner's Name information is required for every Marstons Mills Ma. 02648 03-01-2019 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 15 plus feetfeet 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: I augered a hole at a lower elevation and I shot it with a transit. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 Commonwealth of Massachusetts ,? Title 5 Official Inspection Form I; Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ............. !% 325 Baxter's Neck Road L,— Property Address William Walser Owner Owner's Name information is Marstons Mills Ma. 02648 03-01-2019 required for every page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist)completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: 'Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: !Explanation of estimated depth to high groundwater included � S l ZL t5insp.doc•rev.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 Town of Barnstable ID epartmeut of Regulatory SerVices f i . .• { e ) Public�Icalth Dtv�s>ton Date a+eee 100 Malir Street,Hyannis MA Q26UI D MKt , Date >Tce ra. Scheduled Time•_ ' I t or Sewage gpostul Soal Suttav y Assess»ient.f performed By: ' 1 witnessed By:- - I1IRMATiON&GCERLLO YCan�oSr Te Owner's Name 1 ;Location Address' ZS Address 27 K b-vr, R we3n,rvta o.Z493 00 .1 UO EnginctesName Asscssor'a Map/Pereel: Q'7?" � Z J REPAIR: _:. : Telephone '`-lZb�33y li kW CONSTRUt'110N is/e- slopes Surface SION NVA : Land UsetWz��\�t 1 p t 4! 0 en Water Body,, 0 Possible Wet Arco-.;-- Win. Drinking Water Well it Distsnces front. p Drainage Way: 6' I it '';property Line __tt Other > ere teen,Iodble wetlands{n proxitrtity to holes) I is SKJ__I'+TCJ��(streCt name,ditrterrsio of lot,atrtct locatiorq of test hdiles&p _ [ll[ 3r47�f I� fir: �►3Z • � tt� � �r t I ( r LA r 7 I. 'fl 0r ,� l7ept�r to tledrock Pbrent old In(genloglej J . �1 j I Weeping from Pit T'nce ` 1 Ot�� bepttt to Otoutldwalcf' StAit trig jWa Er r Cs(intatEd Sansonal Higl1tl nd�vil( ' ,SIJASONAL xGt WA,'Tl'It TAI3L1✓ nl•T 1 !x MEtitod Ustal: U6 to tleptlt 00110 d e aridir t(In n es�r e' in `De Out o soil lies p i toot . ft I in °`OrduhdiVaiEtAdjotUnont 0 Doptft to vVet`ft(S trimI o bt o e A O e d r nndwatct:Lav i tndcit 1Melf si I ,.: .1�eaSd hE D�1 �:. Well levti AJJ fac r�, , ,I t i Observation :: , { T1100 at 4�' I' DgrU1 oAL f r Stattl' sonit_:Timoir'jt 1. xfi rE t Tliflc(9"6"l t , Ertd Pre-soak. x:. ,�ar , - nacre ' I Bonn)Testing Needed(Y/N) � 'Sitel'illed, ABdi Site 5ultaiiility Aasceatildntt Site p�se'd I OU§etV�ttot Halo Data To Be Completed on Back�-=-- !I t7riginal: Piubue Nent[h AAibn f tCrcdl�ti l t t is tv b„ Cb due c riillitt lour of,vetlstnd,yell moat Crst nottTy tltc *l i 6 Bii►tt�ta lt;Stitt tW tidtt Ibi, � >fl 1c st bni(1)'��celt privr`td bc$itinin . Q 1i�nL'r(tiWr/hEnc�b i ' 1 I I I UEP OBSERVATION HOLE LOG Depth 6vm Soil 1 lot lzon Soil Texturo Soil Color Soil Utbcr Suttkco(ht,) (USDA) (Munsoll) . Moltling (Structuro,Slueics,Uu.ulilcts. i `► 14 F Msink I _ I Eit,E, 013SERV MON xIOLT LOG J Hole 0 other Depth(tom Soil llorlmn So il'fr;xture. Soil Color. Soil S Surface(in.) USDA)'`' (Munsoll) Mollling (Structure,5imtes;DoylJcrs. 0 l � F I. DEI+;Y OB5EtVA.TION HOLE LOG Other olo Depth front 5oii NorUon S�USDA� i (Munscll) Mollling (Sttltcluro,Stones,boulders.. Surti►ce(in.) Consistcnc ►ari h L. . I i DELP OJ3SEItV ''PION BOLE LOG �ole#._L i Sol Textutc Soll Golur Soil Other Depth hum Snil llotlmn I (Monscll) Mottling (Structure,Stones,Uuiddcrs. Snr(bco(in.) 1 ° tl I 3Z ' 1 I L I I II � II t I 4 I I Plndd nsttr,tnc� t n -i4 Abova Sbb ye r ud b`uia ae ehI ? � I I�t h.} r►' tf►N 5( Yr iUtitt.7VV ft { 411U �i yf`l�l 'II f I If•I fY �7�1#��x � 1 I fk4f fllt �cf;Al'7, ; Witldrt ttl0 jib t o i,d. it nr nq ! r�;` ., , aT c�L' I . D� lh of attlrfill' uri�l i . i t�u�ttt�(t;ri�l exls�'fit��f tii•r±iis oUscil.tltrougltnut tlto ery , boas itt eh?Enu�f t hatti I 3 # 11ral Ptd t,st~t�lit tip b i a ° ;I I I ll P at tat . (�► I a"rVtatts inetetiai7 1 Ifni t� }font i�t11e R i 'y ' I .t � a l l �:Ct��t i• I - t i f,•, � , t{A I I i;I I I iI I .. CCt'.tin0.it(Ull op pro Vy titb i7vt+ I r+ t fir,e t ;h d ayseti tlte.�tlt�dv.6 i tut oxathinatiott tip }' i aetti� fy U 0, otis7staut with ; y P rno C a i7opettmettt df ivttWlr tf,r ettn� td dlt n' iri 1 gf the nbaveuef s s gabs erformed�y ttircd trlsinWg ex ise an ex r+�n i, esctibod in 3'10.CN�It 1i 5 0 17 tha'req bole Si9hatur0:i:. 1 I a _. II ' a r•,p Ia c a I Q:1ICJ1LTi1/Wi`li'LittCi•© I ' I I I t' Town of Barnstable OEVE T Regulatory Services y_pv ti* WV Thomas F. Geiler,Director B" MASS. ' Public Health Division 9qj i63q. � iOrFn 39r A Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: )o zs 16 Sewage Permit# 01 -3Z2 Assessor's Map/Parcel 0-79' 00b-002 Installer& Designer Certification Form Designer: Installer: i an 9_1t ✓ - Address: ?a 6fiX c25-A Address: c \1� g 0 25 3 to On was issued a permit to install a (date) (installer) septic system at 3 5 Pe-J-4 based on a design drawn by (address) dated �Al-501 cS ( esigner certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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. Stripout (if requi d;u�as=- ected and the soils were found.satisfactory. �H°F MAssgc moo`, JOHN C. - o Cn U cn (Installer's Sign tur °'�' 'GISTC� oFFssIONAL esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice formsWesignercertification form.doc y i r.f,A P` h 4 r-, A TOWN OF BARNSTABLE 2 LOCATIONS ) S-5 .{�S PWP ' SEWAGE#r X ®� '✓� -VILLAGE ASSE SOR'S MAP&�PARCEL INSTALLER'S NAME&PHONE NO. Y( OLn 1� GI'� �✓ SEPTIC TANK CAPACITY l 5 d 0 LEACHING FACILITY:(type) �d Ga,� br&q�/S(size) I Z'X3 k0 Uq 2- s®' NO.OF BEDROOMS OWNER ID Ly1 UtD`V1ln PERMIT DATE: toll 109 COMPLIANCE DATE: (� S Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 50 Feet Private Water Supply Well and Leaching Facility(If any wells exist on J�, site or within 200 feet of leaching facility) N I f+ Feet Edge of Wetland and Leaching Facility(If any wetlands exist within —300 feet of leaching facility) ® Feet FURNISHED BY Q 27, 7 I ° r 3-`9 �7- P. iS, b w 52— 133 `ZG—��� o z �4 n QS • ,f No. 0 Fw� 'SQ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: u/ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Aoplication for Mi5ponl �§p aem Cootruction Permit Application for a Permit to Construct(✓r Repair( ) Upgrade( ) Abandon( ) L Complete System ❑Individual Components Location Address or Lot No. 3Z5 �sf5 /���t[°¢� Owner's Name,Address,and Tel.No. �� v►�,�� Mcrae-r W. CO»�g't Sc.,Tr, -Qxn�C�7• $�hw'h� 27 t�obr. K Assessor'sMap/Parcel 81S`-p®�-OpZ p t,t fj� ty Z�q� Installer's Name,Address,and Tel.No. G r.Hn Designer's Name,Address and Tel.No. `�lo C2cwtti I2� i=,iLMOU�F !nA "S3& 5�\ZK6 c. Xmk n 5o8-`iZ8-�3y`i Type of Building: 5 Z 71-21 S-3 Dwelling No.of Bedrooms LA Lot Size Z.`o AcJ_6S sq. ft. Garbage Grinder (0) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Hlj b gpd Design flow provided 11(a L gpd Plan Date Cjj3b(0 Number of sheets I Revision Date Title 51*W _PlA-V ?(6465tT�, --WV9 Q6vt-r%4ZAf A-1v- RS JiAX'C I-'s Ncoc t4kirs) Size of Septic Tank ISXX=s Type of S.A.S. t-l-Sb0 (Vm6g6f ih 1?,'A.* t tet > Description of Soil 'PCVL44-- 12 7i3 0-4' O k Loi-wk 5ftwsoy LomrY , C#"Nck lu`I&SJ6 3v�� C. tt4.7m zsS 41y ImeD S+A6i 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 bee issued by this Board of e t igned Date Application Approved by--pcv AJ, Date o Application Disapproved by: Date for the following reasons Permit No. )�Oo Date Issued ----_-,--- _ _ ——— ———— No. 0 2 - 1 (." \ t Fed ' -= THE COMMONWEALTH OF MASSNCHUS ETTS Entered in computer: t� Yes .. ,PUBLIC HEALTH DIVISION', TOWN,, F BAIRNSTABLE,,KMSACHUSETTS - 4- �L gicotior� • for Th5pb��o, Y �pgterti Con!Aruction Permit Application for a Permit to Construct(•Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components o Location Addressor Lot No. ?jZS V 5 /401 Owner's Name,Address,and Tel.No. d o�g Y✓+,�,5 hCnr-1 W. (0K+3� jC.,Tr, — QRnt� 7• S�ti�•h� Z7 kb �cw-✓� A Assessor's Map/Parcel O-jS'_-pojj-. 0 L W vv o z-1v) Installer's Name,Address,and TWNo. !3 f', fin �c y n J Designer's Name,Address and Tel.No. F/I MOvIIA 1 MA 0jS5(, '0. ?AK b o56",4 Ml aZ sS 5o8-�iZ$-�34`I e Type of Building: 50d- 2 d1- ' -7 S-3 Dwelling No.of Bedrooms Lot Size Z'$ A(kc5 sq. ft. Garbage Grinder (0) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) LA4 0 gpd Design flow provided q(G-L gpd Plan Date ql-Sa(oq Number of sheets Revision Date _ Title A SIX- -PL&--j �(t;�OS�� �M�Ctu�r�C S PF- IA 32S Size of Septic Tank tS'CXD— c ! i I Type of S.A.S. 4-Soo hhkkar\ (Vm6U1 IZ'A 3(0' flrt.D Description of Soil 0-b ON C N4Ck 101k�,h SfbNJO`I t kV'\ ti Via" cS CN`K(L wyl�5/t� 01t�SkNi�wr 4m��tN�S - � 3(; C to,-it;?, 2,sY fly r�Eo 5,a•�+� , Nature of Repairs or Alterations(Answer when applicable) f Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal sys em'in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of 10104110 Compliance has been issued by this Board ofHeaIth") r _; Signed , , Date Application Approved by I r/ :Mj, i Date e ! 0�I 7 ' Application Disapproved by: Date t for the following reasons '1 Permit No. �Qo� - Y.? 2 Date Issued /lo t 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 3�� 'l�X �S ,V6CK &kD MA(S,XWS jnlge_'. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2. 3.?.2.. dated Installer Designer // 4 #bedrooms Approved des g�flo 'Ly 0 gpd The issuance of this peym't shall not be construed as a guarantee that the system willll funnccction as designe . Date 101'75-1f0 Inspector No. a U Fee ISO THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Mqo of 6p5tem Cow9trUction permit Permission is hereby granted to Construct ( --I Repair ( ) Upgrade ( ) Abandon ( ) System located at P, x1�r_KS W(V� (LUtIC� I>1tM'SCo�S rntl�5 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: Construction must becompleted within three years of the date of tlx' it f� Date 6 ' 0 / Approved by I i I I i I a ®® HIM I I I.: ,,,.L, I ® I I a I Y I I I I I I a /1 LOWER LEVEL PLAN „�.,o 0 Al00 I g $ � z ® e Z I - I I O�Q OO LL R' LL FI RST FLOOR PLAN " �%ue-ra Al O • a i O i i l' J a ----- -- ---- --------- --------- ----- A � I 1 I I I i 3 ' ' w � z a 8 G w N (1 SECOND FLOOR PLAN aim ix•.ea A102 it R� a iu*ai�me®Ow'�mwva 4 0 LL 8 K n ROO .raF LAYOUT PLAN A103 •`f wCD Z 0 0 c i a F I � SWE SHIF 9PPOU I Z a = CFBON FORCaY/E7E OR I GNU. i O I O O b � V yWy yyW p N N EIbG.PAX3 ! INIa ,���,�{��\/�j�� I e� IEAI@t II/�II .(1 1 I I D I I _ s y r_.__. T. .' _ _._._ _._._._._ _._. e O E \ SRE 1 M MG A307 a Rea ro nR,vREO fir ` .^'.. ... .. - :.-....... _ _ I I L . UFBl99E09.1HgVA FLR Al1118 e _.J I ABP! I BRM"E SU MO FR.WN9 B•AM1Y r PACE OF C*DWM Mn r MV I UFi ATO j STM y B'SttWVH�! I i - .- OOFnMF SW M COMM OR ReWMAPGNU. W X I Z Z j U j I �COMMv rmxfl00RM I® ® � I j I � I — LtD fltAMN6-T-L4 FdAgYS � 3YD FRAMN4 WLW ORAMIE TWW5 1 .. - Rea ro IAR)SCAFE I Z Aft W /. Am 412 94' 4'-3 W4' J g B• -0- B'-S VY 54, 615V2, 54Y 9d-O' S4!' Nh4 O n LOWER LEVEL PLANS + A100 1/4'=V-0- A100 �I Z 0 IV-1 w Ci 94' 6"w 7-7 Al b'40 Of 2161 D' 44 7A' 4'-4 VD' 7-4 9R' II'-0U7 2-2 LW 0 A _ :� AS01 WQQ O nn I nr z Srotg __—_____—__— _ laseroivos,� IOt PE ts sly III ._— I:I o� I I 1 = a i iiii I O I I I p I Is mer wR Hr I I P _ •�' c F® g — ' - wv SW �fRASH- .,y V i I I — a 4 ..J b4vr .. . tom, 1 svr � is I- w r tial Lill Im •OIK I� L � � (4• ANI I i �_ ` I I I :' I LEj _5Kr �I ab Z Z -- _. O 1 — W I-2 Ve S$ LL .. _.. -: . . .. .._ _- .. . .. �--- dxrobw� I --- _ = I t. �—j _ — -wou,wnewnavaaD,lr�relx - - I I � - � — rml- - - I -- -- V135Ab1E"fiST�PoSTS .. NRGF/8f l.1HFIICRIrDNfAL 6RM�' _I __..__ ..- - I n I , AASO Z ga � �4 os'a � 0 L I-- CO N FIRST FLOOR PLAN A101 a f , ,NOV !IV' %7 U4' 93'-7 VY 9'-7 W II V 5--v r 0 9 Ur T-2 W gy g-0• Ta Vw 9'i' ri Vr a W. I o I A" a Cf Ail F_ U C9 § i n o ILJ�° - !u^i U4 oAK lames I m_ oy NTHOW %r O cv{ CMM I § 7¢E Room* qg PlA5i92G9LA10 a� 0 — _ ._._. 5 2-6 aw T-0Y 4 -0 rYP vzVy" ...._. ... _._...... ..... VY g 'J V7 ® V IIiN DRN6d m .. .:.. BALT — I .AtA16t5 • I § ® El I - a ui 1. .2• , - W Z Z ----------------- I i I I I a s d A a _ 74 W' 94' 94 V1' S-4' 9'-0 l? I? 94' 74 W II V 5'4 ' LL m r gA• tl VfO ur 0 �I LL w Z O W cl) _ QSECOND FLOOR PLAN " A102 1/4 1-0' Al02 g 0 0 V O FA N d % C1 A Q c y d W M� cZ t 24'-0' a M � � {d 4J ,n m � L N A E o a-r ni ate+ so 0 ------------------- -- ----------------------------- JR BEAM POCKET � LIP � � .y ^Z I I.'CONCRETE WALL ON 2,I-Al- wWw QI CONCRETE FOOTING IW KEY: PROVIDE STEP FOOTING AS DN. NEEDEO PER GRADE CONDITIONS QI cc 40 CELLAR SASH C fr i , V J , i , d , C ZlIMN , , BASEMENT 1R \ MAINTAIN 4'4'MIN. I'll FROM GRADE TO BOTTOM OF FQDTING O coLw+wFoonN& ---- ----- FAMILY ROOM MAINTAIN W-0.MIN. Ex151TNG 11215E L % -*� FROM GRADE TO- BOTTOM OF FOOTING - , CRAWL SPACE - - - - e So' _ ________________________________________________________________________________________________________________ Two r�-e_a l0'CON.'.FROSr WALL Ox TO 1N/241XI2'COW-FTC. KEY;(2)45 ' - REBAR E TOP OF WALL ONLY; o'_ 0pa' PROVIDE 5TEP FOOTING A5 A++:" NEEDED PER GRADE CONDITIONS ns a (2)2% GILL(BOTTOM SILL P.TJ STORAGE UP FAQ,mg�o€,$ !,O-z;, W/5/5'NI2'ANCHOR BOL15 er + a 32'04. 12'FNOM CORNERS MPJ; `� :E^,.e _ -c F_ + man + Him(2)BOLTS PER SILL ET _______________________________ >a ______________________________________ ___ BASEMENT ^, a W L UNE%CAVATED U fB 6p'b w ) 2'CONC.FROST WALL E RESAR LONG.FTC.AL KEY:Y.03 (� N -N PROVI•TOP OF WALL As C Y PROVIDE STEP FOOTING DI L NEEDED PER GRADE CONDITIONS — Z 14 '; m `N O DROP TOP OF WALL TO BOTT.OF - 6 51-AB(GONG.FROST WALL BELOYU - ,`I �. CO m'E Lo D O N -0 M U L O W E R L E / E L P L A N O p SCALE, I A . I'-O' " -- J// BASMENT LIVINGG AREA Ip26 50.FT. job n0,; 1910 MAINTAIN 4'-W MIN. FROM GRADE TO BOTroM of FoonNG date Is ocroBER 20w ZA.O- scale As NOTED drawn: El_.ci.IAi- rev. rev. 13 A- FS ISSUED FOR REVIEW snt I Of 5 u V o ie y � � N ~ •O t U) c+ N 2a•-0• � A L N N � to Mg � 8 y - N l0 m Y - - O v0 O iv .41 41/2' II.41R' I Ia1/2' I.I.41/2' 1/2, 311 .r STILE 5717-171 -}j•- Yt -lY TT E r-�2 Tn RO.,3-1 3/4 X 5-0 3/4 u C [^[7 MASTER BEDROOM DD.eLE-�M 23-0 X 14-2 PORLE-HAK:3"1 ' rT' •Cn (FUWnF&f7V-.—. - n :2 79 F+y R.O.3-I 3/4%5•II 3/4 C RD,,3-1 3/4 X 5-11 3/4 - DOU049WI 3TD A Q C RO.:3-I 5/4 5--1?%4 , �� •� - Dcv3LE-W16:311 DECK C Q d 2'-0• 14'•1• 2'-0• n :112 71) /4 2=bsf4 Co. y 12'-3' qq 3'-T V2' ----- A..B\/) G E'er 9-FA j4 Rlry� Frye I\� DN. b A•A. j4�4•\\9 FF' r b � 0•+ DN. 0*11M p0`� 1� p a P 44 In' 4�4 V2' j l y 4•.4' IN I LIVIN DINING O P�4h N �II 3 OFFICE EwsnNs nALLs ro 0�,'y'"�.NI�1 Q 4\\314 O � eE REMOvED ALIGN 1EA HALL AtX151TN6 ��_ �5`• oce9$O c 'c a cc 2'-II I/{' F 10'"1. i M,i.\ --_-3._.._-__•-' ----.---.-_._-....___...__--.--__---..-._ ng����c o i SHELVESa-"_ R>3 veP`'8a bid ADD 2%4 FORA v � b POCKET DOOR 1 Cl - 11 , ae 6 -'---- w FOYER KITCHENCD 6i 0) '- PDR. .r N cc O N C ` N Q)tr N m xG O O oW Y 3 b Y oN. U L d c Z L T41/2' _-__ _ ___________ — C 0) O c d 06 _===asasaa_ss____s_a -- - -_____-__ --------------• IL Lo LL cusron RED CEDAR PERGOLA BRACKFS N V cc Co �a 6,e job'no, 1910 - m • � � date 15 a;TaoER tow \vo' scale As NOTED r F I R S T F L O O R P L A N drawn: E.L.alIAL. 1A A SCALE. 1/4' v 1'-0' ybrev. FIRST FLOOR LIVING AREA v 1,120 90.FT.(EXIST)•1050 5F NEN v 2,110 SF TOTAL feV (DOES NOT INCLUDE STAIRS TO UNFINISHED SECOND FLOOR) I 0 A-2 N o ISSUED FOR REVIEW sht 2 of 5 o e E 3 0 OO N V W N A � r O va N t c0 24'4' C � � awl CD O �xr M • l0 o «r 0 's V w l0 C I Wp d V \ EDSE OF FLAT/wno LEILIN6 `, `, \ BEDROOM 2 BEDROOM 3 >, h, �E $eE_ � ^ o m��=�: c 12� BALCONY TS `1•��'+j4 ATTIc ALGE E45TR KWOM TO SE REHOJPD a 5 ® Qpa _A PATOI CMWNG AS NED � GPT1M� �I S14 \ ___ __ A, Qo,1a�51n 7FLA"', BATH 2 I BATH 3\ 1I � W (D co 0) b g� Ih N O u) �rt , , 0 c ======c-c==c_____ _________ U Z W LL CU N J N C N S O c m�= ` o — " — O 'v O o �(-) U) cc 6 'a _ b N S E C O N D F L O-O R PLAN job no.: wIO A• SCALE, 1/4' . 1'-0' y SECOND FLOOR LIVING AREA.866 SO.FT. dole IS OGTOBER 2019 e�t scale AS NOTED \1-0• 1qd drawn: E.L.CJ.A1- rev. rev. 0 A-3 Q o ISSUED FOR REVIEW ant 5 of 5 I, w r OVERLAY DISTRICTS: yd � Q AP - Aquifer Protection Distract z `�9�s• Estuarine Watershed District ` 3 s ZONE:. �.. t° ill ., t $. r" p Area (min.) 87,120 SF (RPOD) lslend ' , f 9 (min) Frontage min 150' - '90°0, t Width (min) no a � Setbacks: , Fron t 30' /` xo Side 15 U r, p b Reor 15 u 1 --- -4D_ FLOOD ZONE: .. .10 Zone C, V11(e1=20), & V17(e1=13) Community Panel No. A�6 09 #250001 0018 D LOCATION MAP: t July 2, 1992 I y m Scale: 1 2000 f t ASSESSORS REF.: , _. Map 75 Parcel 8-2 /15 \ / x ' ` `, •- 1 DIRECTIONS: From Hyannis - Follow Route 28 towards Marstons Mills; U) " - -- Take a left onto Prince Avenue across from Route 149; i 4 Stay to the right as Prince Avenue turns into Cedar Tree _ °... �►. - Neck; Take a left onto Baxters Neck Road, and site is on the ri gh t, # 325. O� o� { DESIGN DATA SEPTIC NOTES 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Single Family Prior to Any Excavation For This Project the Contractor Shall Make 4 Bedroom @ 110 GPD the Required Notification to Dig Safe(1-888-344-7233). [ / j 1No Total Daily low 440 GPD 2.The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Defined by This Plan. Use a 1500 Gal Septic Tank 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall E g Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to f 1 / �`.\. 1 l LEACHING AREA Assure Watertightness. In General,Water Lines Shall be Constructed in Coordination With Cotuit Water,and Shall be i i Accordance f r f f 440 GPD/0.74(LTAR)=585 SF Required Sidewall=2(12'+36�2'=192 SF With 248 CMR 1.00-7.00&310 CMR 15.00. L 4.A Minimum of 9"of Cover is Required for All Components. $ Bottom Area=(12'x 36')=432 SF l `. i (� j tt i N 624 SF Total Provided 5.All Structures Buried Three Feet or More or Subject to Vehicular Traffic to be H-20 Loading.It is the Engineer s N o LEACHING CHAMBER DESIGN Recommendation that H-20 Always be Used oy; P. 6.Install Risers and Covers to Within 6"of Finished Grade Over Septic N O C 1 _ All Pipes to be Schedule 40.Use Tank Inlet and Outlet,D-Box,and One Leaching Chamber. 4-500 Gal.Leaching Chambers m a The Riser and Cover Over the D-Box Shall be Watertight rn j f __✓ ,} 3 l� li j 12'x 36'Washed Stone Field as Shown. 7.Septic System to be Installed in Accordance With 310 CMR 15.00& I Y� tt 1 248 CMR 1.00-7.00 Latest Revision and the Town of Bamstable 1 Board of Health Regulations. 8.All Piping to be Sch.40 PVC. 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minunum A°' \ Sump of 6". jJ J N \ 1 10.The Separation Distance Between the Septic Tank and Tank Inlets and Outlets Shall be No Less than the Liquid Depth.hilet Tees Shall Extend rn a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" �$ v oo Below the Flow Line,and Shall be Equiped With a Gas Baffle for the Septic N o t g'.;• 1 Tank,and a Department Approved Effluent Filter for the Tank r ,,,•,r• \ q• i C7 Z •° 1r} 1 ` PERC TEST: 12,713 F J PERFORMED BY:JOHN O'DEA,EIT- SULLIVAN ENGINEERING { o SOIL EVALUATOR NO 2911 WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE ,• ; t: SEPTEMBER 25,2009 ..k r o TEST HOLE- 1 TEST HOLE-2 EL.35.8 EL.35.8 r J i �;1#fi3f4:�:'t't� =:.iia.iiii:.i: f 1 t �1t�s� -.35.2 8";:�;;i;>i::t•:::c-:::cc-;:_:;::SA�1x. ::::::.-:::.-.-::::::::::35.1 36 ::::::..-__ )�:::�I�l...............6/4 .. .....32.8 30"a::;::;;: (I£1?:�AN13�?h�5�1�Fff}ES;;:asii 33.3 C LAYER 2.5Y C LAYER 2.5Y 6/4 / + LIGHT BROWN LIGHT BROWN \ \� •. \ f ( YELLOWISH YELLOWISH f • M ( ) ] 120 MED.SAND 25.8 MED.SAND --•"""'� } 1 !! 1 � ���' N NO GROUNDWATER ENCOUNTERED 32" PERC TEST 33.1 PROPOSED r 3 25 GALLONS IN 8 MIN. PEA STONE t 6, 132" PERC RATE<2 MIN/IN(LTAR=0.74) 24.8 N DRIVEWAY z� '-� NO GROUNDWATER ENCOUNTERED R D o \ o o t i 7 w 4 1. 40LE-� jyi ! TEST H(�,F - - p - ROFG,Jz` r.- t 37.8 EL.37 - Fqi :...::::::::............ pWELLING t :-..- ..::.•. ._i$I'{t:34;;;;;;:ii:;:::i: :t:•::::::.::::::.:::a-;f3Af��ER-:t{ 31T:::::::::;::::.: / / r / \ T.O.F. L. \ t \ L 47. - -Xl3iifi,.,tS r \ F.F. f / i 3 g,,:;;;i:;i: :.:.:::::c•;:51PsfIY ::2 :r.<::.-:::•:•:::::::::cs:-::37.t 9"::.:::::::::::.-:::.-::::::: A1 .I43�tiv1::-:;;;a-;;;::-;;:;'::;:':36.3 L.L. L :.............. ...... ....,F.. .... .:'S!$:'tc•:;att;;t•:it :i ...........:.... _},.:....., ......::.__;r:::;'.:.. r \, J S SE ..........:............::. ..,.,....:...:::...............:....... _ \ RO OPO .......... MED:.:. ?s...... t :::."._:.::: ;3A�k �f: 1 8:'-.'':3:34.3 a L� TANK 31" :'::'_..................... .............:.................................35.2 32":':':---:.`.:1GfIiI3.. l \ - P PA t SEPTIC C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 / •g 1 O O D-Bo� LIGHT MED.SAND SH LIGHT MED.SAND ROWN 1 RppOSEb NO GROUNDWATER ENCOUNTERED 40" PERC TEST B 33.7 P 120" 27.8 PROPOSE 25 GALLONS IN 8.5 MIN. j f 120" PERC RATE<2 MIN/IN(LTAR=0.74) 27.0 :.•.' \ H. - TH�S 1Uuz. 1 � NO GROUNDWATERENCOUNTERID SITE PASSED TH 1 \1 a I I \ N -4 H ° � � 'G_ ���� �`'--^ �'`- ..,-r;"r-=' -. ```, to� f -.� �o � \ �,,,.---•' "-"'� t Cy?0 v►1 ` ` ---t 7 90 42 O \ N ` � � � •-g Irrigot4on•-• rn N #315 Welly •-._..-.,- < Comstock PERML7MO BENCH ' CONSTRUCTION BENCH NIF MARK - TOP OF 0 0 40 MARK - TOP OF t s r WELL EL 37.7 0 m ` o OId f BOUND EL 39.3 t / ono _ 3 11 30 co co, Cl Ir 4 ~' 4"0 Perforated PVC �� y/�% Inspection Port W/Screw Cap Placed Vertically Down o �- �' � ` ��� Into Stone To Soil Below C-11 Na Accessible To Within 3" of 0 0 \ 1` �y f f I j t j p j Finshed Grade Finish Grade 3' Max. ! "�;, €1-i i€ 9" Min Compacted Fill Filter _ �� `� ��,� f s �/ r.�� ✓ /// / �� / Fabric ��^ 1�� \y q - .... J �// f, r �✓ / f Pea Stone LEACHING 3/4" - 1 1/2" CHAMBER Stone Washed CROSS SECTION OF CHAMBER -� NOT TO SCALE 1.G. EL. 45.D See Note 6 (typ.) ( F.G. EL. 38.0 F.G. EL. 38.0 Flow Equilizers EL. 36.0 f As Required Installer To Con firm Prior EL. To Any Work 1500 Gallon EL. 35,25 TQR.EL 35.50 Septic Tank EL. D-Box L. 34.83 EL. Leaching To Be Installed On /� y E � Chamber r s Stable o Bedding,"T"s, Inspection Port, ? ietctsFirerl::I.errinsiFe::#?jiltte:: o �H OF & Baffeis :::::i; :i#risaf3nfa[� dolls 1#f241Ax �s tt ;:. ,o� r< _ _ LPL Mgss as Per Title 5 #Tt� �1cimr + Frratker+ I : �� qc 2 m Estimated High Groundwater Per T.O.B. Groundwater Maps r€ . DEVELOPED PROFILE OF SYSTEM NOT TO SCALE ss/ONAL ENG� i TI TLE: Site Plan PREPARED BY. iREPARED- FOR: NOTES: The property line and topographic information Henry W. Comstock, Jr. , Tr. shown was obtained from on Existing Conditions = Proposed Improv.nments Sullivan Engineering, Inc. Plan prepared b J.M. O'Reilly & Associates, Inc. P P • Y Y � At PO Box 659D on i el J. Sch win n dated April 4, 2008. Osterville, MA 02655 ~ 27 Robin Road 325 Baxter's Neck Road (508)428-3344 (508)428-3115 fox ►� Weston, MA . 0249,3 0 Bamstable, (Marstons Mills Mass. .� 7 � DRAFT.- JOD 40 0 20 40 80 160 DATE: Sept. 3�, 2009 SCALE: � „ _ AO� REVIEW. PS 1" - `! PROJECT # 29007 i IC�na" _ _... t f :�I d i / / Gravel ASSESSORS REF.z Drive Map 075, Parcel 008-002 t OVERLAY DISTRICT: µ� AP - Aquifer Protection District a < RPOD - Resource Protection Overlay ' ` Saltwater EstuaryProtection l ar n/f far, Jill F. Mitchell Trustee o ;' Jf( ZONE: FLOOD Zones VE Elev. 14' & 40 �, X (Min Flood Hazard) z Community Panel No. M / /� / #250001 0543 J tG LOCATION MAP. � / Lot � � July 16, 2014 � \ Scale: 1" = 2000'f 2. ' Acres �, � n/f O \ � William Walser Trustee \ . DIRECTIONS. ZONE' r From Hyannis - Follow Main Street to the West RF ti \ \ End Rotary, Take second exit onto West Main Area (min.) 87,120 SF (RPOD) Street. Turn left onto Rt. 28 (Falmouth Road) Frontage (min) 150' a and left onto Old Post Road. Turn a slight left Width (min) -- } onto Baxter's Neck Road. Setbacks: #325 is on the right. Fron t 30' \ Side 15' � r+ I ~` je Rear 15' REFERENCES: f Deed: 319321136 i f'ROPOSso ` Plan: 424168 DRIVEyyA Y Lot: 2 • G e Pergola with \ � � Porch • DESIGN DATA SEPTIC NOTES 5 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours \ Single Family Stone Prior to Any Excavation For This Project the Contractor Shall Make 0 -4 Bedroom Per Existing Septic the Required Notification to Dig Safe(1-888-344-7233)and contact w ' and n 16• w +1 Bedroom Overdesign Sullivan Engineering&Consulting Inc.(508-428-3344). v \ L wn No Garbage Grinder 2.The Contractor is Required to Secure Appropriate Permits From Town Lawn g o Total Daily Flow=550 GPD Agencies For Construction Defined by This Plan. o Use a 1500 Gal Septic Tank �. 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall f tone byal N Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to ti #325 / T N LEACHING AREA Assure Watertightness. In General,Water Lines Shall be Constructed in 2 Sty w1f c 550 GPD/0.74(LTAR)=743 SF Required Coordination With COMM Water,and Shall be in Accordance I c� Dwelling Sidewall=2(12`40"+42)2'=219 SF With 248 CAM 1.00-7.00&310 CAM 15.00. Bottom Area=(12'-10"x 42)=538 SF 4.A Minimum of 9"of Cover is Required for All Components. / Q Oda 757 SF Total Provided(560 GPD) 5.All Structures Buried Three Feet or More or Subject / o `S'! YDDITION POSED to Vehicular Traffic to be H-20 Loading.It is the Engineer's LEACHING CHAMBER DESIGN Recommender, n tharx20Always be used All Pipes to be Schedule 40. Use 6.Install Watertight Risers and Covers to Within 6"ofFinished Grade RELOC Garden 9 (�`� Over Septic Tank Inlet and Outle D-Box,and One Leaching Chamber. i A TE ec.. `�' 4-500 Gal.Leaching Chambers in a ep g OR REPLACE - " All covers are to be maximum 18"for concrete or 24"Cast Iron. as LtvLt 12-10 x 42 Washed Stone Field as Shown. SOLID DRAINAGE n Be`rw w 7.Septic System to be Installed in Accordance With 310 CA4R 15.00& CA TCH BA SIN 10 248 CAM 1.00-7.00 Latest Revision and the Town ofBamstable MlM -Law Z i J Board ofHealth Regulations. G den E l 8.All Piping to be Sch.40 PVC. REL0CA TEts / ) i 9.D-Box Shall Have a Minimum Inside Dimension of 12,and a Minimum 0 1 �.. S Sump of 6". "y f ( 1 _ 10.The Separation Distance Between the Septic Tank Inlets and Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend ® ie Ca a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Below the Flow Line,and Shall be Equipped With a Gas Baffle. 1 fre I ar CO l in { RCA i RE�PLAE �,r r f `D-,JOX / m N r PROPOSED a• � L ' o^ l h R ugh! - { i awn t jp0� g f{er / Gig i' PERC TEST: 12,713 Lawn Be w / PERFORMED BY.JOHN O'DEA,EIT- SULLIVAN ENGINEERING Veget ion SOIL EVALUATOR N0.2911 v Lawn ! ' \ f WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE F ' 1 SEPTEMBER 25,2009 PROPOSED E 1 ' \ 3- / TEST HOLE - 1 EL.35.8 TEST HOLE-2 EL.35.8 DRAINAGE STRUCTURE ~ guff r ` 10 YELL / 0 0' OALAYER 10YR 3/4 {?A LgY$R 10YR 3/4 f DARK OWISH,BROFYN DARK YELL OWIS1tIRdWN c 1 5E0 '/// \ �: SANDY OAM _ ._ SANbY LOAM . PO "f\ON � � f 7 .. - 35.2 8" .. 35.1 p, N5J OF CORK ti I ,' - �- - _ .__ 1 B LAYER 1(?Ylt 5!8 i YRLLd...... BROWN YELLOWISHBRG?WN L\t�\� \ 36 : MR] Sf NL):/W SOME FWE.. 32.8 30" MED SAND/W SOME FINES... > 33.3 / C LAYER 2.5Y 6/4 LIGHT YELLOWISH BROWN LIGHT YELLOWISHBROWN 120' AMD.SAND 25.8 MED.SAND --4 _ NO GROUNDWATER ENCOUNTERED 32 P 33.1 25 GALLONS IN 8 MIN. Lawn y - - `� \\ 132" PERC RATE<2 MIN/IN(LTAR=0.74) 24.8 O / Cl- TEST HOLE- 3 EL:37.8 TEST HOLE -4 EL.37.0 50.0' OALAYER 10YR 3/4 (1A I A3'ER 1oYR 3/4 V• BARK OWISHBROWN bAIttCYRir�©6VISFIBROtt�N 1 / r' 37.1 9" SANY)YLOAM 36.3 \ `- B LAYER I oYR /8 SANA..... Lawn ��!ed Meadow 1 P 6/viousiY oor-dor ` Z\ ab/dh YELL-i..W HBROWi�f YELLQWISHBRQWN �- 1 f / vista \ \ fnd 31 MED SANI /W SOME F1N1 S 35.2 32" MED SAND xW SO11E FINES 34.3 ank '-�1011 LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN ToP l?sfini -- -- 120" MED.SAND 27.8 MED.SAND wn -' T� \ NO GROUNDWATER ENCOUNTERED 40ft PE TEST33.7 25 GALLONS IN 8.5 MIN. 120,, PERC RATE<2 MIN/IN(LTAR=0.74) 27.0 AU GROUND WAI ER ENCOUNIEEP-D - -- -� f ; SITE PASSED / 3- / C / / • / / / / r2 \ Meadow /' /r /://j / /j / f / /�/r2 - 1 _ ', \ / .•' / �, /i /.i 1 / / / / / -.. ... \ .�i Finish Grade o 3' Max. Min Compacted Fill / '' ��.. •'j � / / i �:. 0 � Filter �• ' / \°00 N 1� ) Fabric Gate to / i / / �'' / 1'1/ / 1 1 Pier / / / / / f ff f f`I f/ /���/ ` ��`- l����� * I\\6 1/8 nd/0/2„ / / g 2 Pea Stone as -_ a % / / e E C I G / / gan i /� i -- o of�O" tion / i' j / / / i LEA H N Double Washed \ Z Town De. _ - _ '- __ /�-.-r _ y_ CHAMBER one ! \' '' may"' ,"_ '• "�" ,�.-.�'- - -'" ...� ;• -"/1 /`y/ / / � � \ f 4' - 10' �, p i� --' -- --'" ..--:a'C - '' f. ram•,..•' .,- .r r,. �, / / / X / � � i � "=�-- =�� = -�- f;= === % CROSS SECTION OF CHAMBER NOT TO SCALE / 1 / 1 F.F. El. 37.50 1 • \ / � - See Note 6 (typ.) F.G. EL. 37.00* - *Final Foundation GradingTo Be F.G. EL. 36.50 Coordinated With Landscape Plan rl Flow Equilizers EL. 35.00 F11 � As Required LEGEND. Installer To Confirm Prior EL. 4. 0 1500 Gallon To Any Work Septic Tank EL. 34.25 To EL. 34. 5 - CDT Cedar Tree (See EXISTING No 5 34.0 H-20 D-Box EL. 33.83 HT Holly Tree 33.25 RELOCATED Leaching a DT Deciduous Tree To Be Installed On Chamber „ �� e ompac a ase ✓ $• _ Bot: EL. 31.25 wCT Coniferous Tree Bedding,"T"s, r Inspection Port, If Erlcounterd Rerf}dve &:Replace:.' c�� Utility Pole Ln & Baffels 411 Unsuitable Soils Within 5' bf' Lo -E- Electric ^��m" as Per Title 5 The Outer Perimeter of The Systerri w -G- Gas ,\���x1�A s� _ .. N Wetland Flag u EL rou No Groundwater Light Post / L Per Test Hole 2 DEVELOPED PROFILE OF SYSTEM 0 CB/DH r .�:�;1e8 EL 5 OHW- Overhead Wires ;.G7 J F�r�O �Q Groundwater '�..T" C>4 NOT TO SCALE Per T.O.B. Standard 25 Elevation Contour s/OP al E��' I TITLE. I n PREPARED BY.• PREPARED FOR: NOTES: Site Plan Proposed Improvements ' Engineering & �) The property line information shown was compiled from p pRaquel Rodreguez & available record information. Ativala Christopher Lynch Trustees 2) The topographic information was obtained from on on the consulthiggInc. ground survey performed on or between May 31, 2019 and June 324 Little River Road 12, 2019 using conventional survey method. 325 Baxter s Neck Road (608) 428-3344•P.O. Box 669 .711 Main Street, Osterville, MA 02656 3 3) The datum used is NAVD '88, based on RTK GPS provided Mass. Marstons Mills MA b Sullivan En meerin & Consultin Inc. Barnstable (Marstons Mills) seci@suilivanengin.com•www.suilivanengin.com y Engineering 4) This plan is for permitting purposes only and is not to be Draft: CTR Field: WHK/CTR/JOD 20 0 10 20 40 80 used for recording purposes or legal lot description. DATE: SCALE. Review: CTR Comp./Review: CTR/JOD October 14, 2019 1 = 20 Project: Chris Lynch Project#: 3900011