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HomeMy WebLinkAbout0200 MAIN ST./RTE 6A(W.BARN.) - Health 200 MAIN STREET West Barnstable A = . 134 007 Town of Barnstable ''�. . �; Board of Health MAM 200 Main Street, Hyannis MA 02601 S639- Office: 508-862-4644 John Norman,Chairrman FAX: 508-790-6304 Donald A.Guadagnoli,M.D. F.P.(Thomas)Lee,P.E. Daniel Luczkow,M.D.Alt. March 8, 2022 Mr. Peter McEntee Engineering Works Inc. 12 W. Crossfield Road Forestdale, MA 02644 E",2801mair"Is: 646f. ip „iN, Dear Mr. McEntee, You are granted variances on behalf of your client, Christopher Brunco, to construct an onsite sewage disposal system at 280 Main Street (Route 6A), West Barnstable. The following variances were granted: Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system 77 feet away from a coastal bank (north), in lieu of the 100 feet minimum separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system 75 feet away from a coastal bank (south), in lieu of the 100 feet minimum separation distance required. 310 CIVIR 15.405 (b):. To construct a soil absorption system in an area where there will be four feet of soil cover, in lieu of the three feet maximum soil cover requirement. These variances were granted because the physical constraints at this property restrict the design and placement of the new septic system components due to its close proximity to coastal banks and wetlands in the area. Sincerely y� )"n Norman, Chairman Q:\WPFlLES\McEntee 280MainStreet Route6A WestBarnstable VariancesGranted May 2021.docx n ^ , f PA V DATE: , OFF ff $95.00 FEE*: : . � y Town of Barnstable REC.BY: �EbMP'ta Bard of Health SCHED.DATE: 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 John T.Norman FAX: 508-790-6304 �p��,��,@yye(2:\�� Donald A.Guadagnoli,M.D. Paul J.Cannifl;D.M.D. F.P.(Thomas)Lee,Alternate VARIANCE REQUEST FORM LOCATION �^ { Property Address: Z�C 'Ott r.s ry � d st a S 4 C. � �c Assessor's Map and Parcel Number: /3 4"6 0 q --CIi) Size of Lot: Y3,--2S O 1/--S F Wetlands Within 300 Ft. Ye S Business Name: Subdivision Name: APPLICANT'S NAME: Vie ✓ C err f f�1 Phone Q�8 ` 7 S C1 Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: ��i l�SSet,� Name: lac ECG 1C. i ,�1e 'rre•e�;r�t� eT tA4 b'e7 S, Co Address: gl, .. in. k ) Address: €— t.5;te /Vk n—e-4 (4L Phone: S Fl-73 - 2 3(3 Phone: EMAIL: �' <i VARIANCE FROM REGULATION(Inct.Rcg.code a) REASON FOR VARIANCE(May attacp separate sheet if more space needed) '�10 C-M2tj-,L16-r(r )t!b) pft.-t., "fSAS eYr4�tta� �Ft��3 el n�5 , 1Cw� Lck--ak2o4 �L+uAF .�.4fl. ,4c �c3 3 S��e Cc,vstro;�.FS NATURE OF WORK: House Addition House Renovation Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit first four on list as S collated packets. A. Five(5)copies of the completed variance request form N,A B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an UA system or secondary treatment unit(S.T.U.). C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: healtht7a.town.bamstable.ma.us *(Pool Plan—5.hard copies) ✓D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. t.I-1, A completed seven.(7)page checklist confirming review of engineered septic system plan by submitting engineer or KS. !s Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only). /JA Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only}. /2,LAL Fee Submitted*$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New owner/new lessee applying for food,pool or body an variances. Exemptions from Variance Fee: 1) Septic repair without an increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). j Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED John T.Norman NOT APPROVED Donald A.Cruadagnoli,M.D. REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. Q:\Application Forms\VARIREQ Rev Jan 1-2020.docx r r Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 TeVFax(508)477-5313 March 27, 2021 Town of Barnstable Board of Health 200 Main Street Barnstable, MA 02601 Re: 280 Main Street(Route 6A), West Barnstable (Parcel ID: 134-009-001) Dear Members of the Board, On behalf of my client, Christoher Brunco, the following request for variances related to a septic system upgrade, is being made. A new soil absorption system is being proposed to replace the failed leach pit. Variance Requests are as follows: • 310 CMR 15.405(b)— CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 1' variance to the 3' maximum cover requirement, up to 4' of cover over the soil absorption system (S.A.S.). LOCAL REGULATION, Chapter 360, Article 1 Setback Requirements 2. A 23' variance, S.A.S. to coastal bank (north), for a 77' setback. 4. A 25' variance, S.A.S. to coastal bank (south), for a 75' setback. Variance requests are being made to maximum feasible compliance, considering available suitable location, existing topography, and ease of equipment access and maneuverability. S' rely, Peter T. McEntee P.E. i r Engineering Works, Inc. 12 West Crossfield Road; Forestdale, MA 02644 Tel/Fax(508)477-5313 March 15, 2021 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re:280 Main St-(Route 6A),.West Barnstable,.MA; (Parcel ID: 134-009-001), Title 5 Septic Upgrade Representation Authorization Dear Board members: I hereby authorize Peter McEntee PE to represent my interests for'the subject project. Christopher Brunco—Property Owner i r BEDROOM DECK ENTRY 148±SF 0 0 J Q Z 0 m J 0 GARAGE Z KITCHEN z 0 ENTRY FIRST FLOOR BEDROOM 231±SF BATH BEDROOM HALL 156±SF SECOND FLOOR FLOOR PLAN (FOR SCHEMATIC PURPOSES ONLY) 280 MAIN STREET, WEST BARNSTABLE, . MA .f i f. Board of Health Title V Septic Variance Abutter List for Subject Parcel 134009001 Direct abutters(no set distance)and the properties located across the street. Parcel ID Owner 1 Owner 2 Address Line i Address Line 2 City State Zip 134008 ONEY,STEVEN T&DEBORAH A P O BOX 225 WEST BARNSTABLE MA 02668 134009001 BRUNCO,CHRISTOPHER& 280 MAIN STREET WEST BARNSTABLE MA 02668 MICHELE L 134009002 ROVZAR,MARK G&JUDITH R TRS ROVZAR FAMILY TRUST 300 MAIN STREET WEST BARNSTABLE MA 02668 134013 HAWLEY,JAMES E JR 259 MAIN STREET WEST BARNSTABLE MA 02668 134014 AVILES,EDITH A 15oo WORCESTER ROAD FRAMINGHAM MA 01702-8994 #402 Page 1 of 1 Total Number of Abutters:5 Report Generated On: 3/26/20212:34 PM This list by itself does NOT constitute a"Certified List of Abutters"and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required,you must contact the Assessing Division to have this list certified. l ABUTTER'S NOTICE OF PUBLIC HEARING BARNSTABLE BOARD OF HEALTH March 26,2021 Dear Abutter: A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from Title V Regulations under CMR15.000 and Town of Barnstable Regulations for the subsurface disposal of sewage for the proposed septic system upgrade a soil absorption at the Brunco residence,280 Main St(Route 6A),West Barnstable,Assessor's Map 134,Parce1009-001. The variances requested are as follows: • 310 CMR 15.405(b)—CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 1'variance to the 3'maximum cover requirement, up to 4'of cover over the soil absorption system(SA.S.). • LOCAL REGULATION,Chapter 360,Article 1 —Setback Requirements 2. A 23'variance,S.A.S.to coastal bank(north),for a 77'setback. 3. A 25'variance, S.A.S.to coastal bank(south),for a 75'setback. Board of Health Meeting-Remote Participation Instructions: In accordance with the Governor's Order Assuring Continued Operation of Essential Services in the Commonwealth,the Board of Health shall be physically closed to the public to avoid group congregation. Alternative public access to this meeting shall be provided in the following manner. 1. The meeting will be televised via Channel 18 and may be accessed the Channel 18 website at h!ips:Hstreaming85.townofbarnstable.us/CablecastPublicSite/watch/1?channel=l 2. Real-time public comment can be addressed to the Board of Health utilizing the Zoom link or telephone number and. access code for remote access below. Join Zoom Meeting Meeting Starts:April 27,2021 3:00 PM hops://zoom.us/i/95275019118 1-888-475-"99 US Toll-free Meeting 1D:9527-5019-118 It is recommended to check with the Health Department to confirm date and time if you are interested in attending. Public comment is also welcome by emailing: Sharon.crocker(u,town.bamstable.ma.us and referring in subject line: Board of Health April 27,20213:00 pm,280 Main St,West Barnstable. Any questions,we may be reached at 508-737-4768. cerely yours, Peter T.McEntee PE Engineering Works,Inc. 508-477-5313 peter.mcentee@gmail.com TOWN OF BARNSTABLE LOCATION J M C3 M G j n QA (,A SEWAGE# VILLAGEASSESSOR'S MAP&PARCEL Y. INSTALLER'S NAME&PHONE NO. OA 1L� SEPTIC TANK CAPACITY 1 j�5` r,, ` LEACHING FACILITY: e � U t$ size l,,J S n 4 NO.OF BEDROOMS C f OWNER _ ' PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Y 'rt'Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet ' ry Private Water Supply Well and Leaching Facility(If any wells exist on ;t l site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 30.0 feet of leaching facility)^ Feet _j FURNISHED BYCC� 23 r C C CA.n O✓fit a Commonwealth of Massachusetts Title 5 Official Inspection Form o Su A 1 O rface Sewage Disposal System Form -Not for Voluntary Assessments NO MAIN ST RT 6A Property Address �. NICKULAS Owner Owner's Name / information is required for WEST BARNSTABLE ✓ MA 12-30-16 every page. City/Town State Zip Code Date of Inspection t—• 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: A. General Information When filling out forms on the computer,use 1. Inspector: only the tab key to move your DOUGLAS A BROWN cursor-do not Name of Inspector use the return key. D.A.BROWN INC Company Name , P.O. BOX 145 Company Address CENTERVILLE MA 02632 City/Town State Zip Code 508-420-4534 S14297 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 by the Local Approving Authority 12-30-16 Inspe is 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-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1/of 117 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 200 MAIN ST RT 6A Property Address NICKULAS Owner Owner's Name information is required for WEST BARNSTABLE MA 12-30-16 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: AT TIME OF INSPECTION SYSTEM WAS FUNCTIONING PROPERLY. THERE WERE NO RECORDS ON LINE OR IN THE FILE FOR THIS PROPERTY. SO I AM BASING THIS REPORT OFF WHAT WAS FOUND. THIS REPORT CAN NOT PREDICT THE FUTURE PERFORMANCE UNDER THE SAME OR INCREASED USE. PROPERTY WAS OCCUPIED BY ONLY ONE PERSON FOR SEVERAL YRS. HOUSE IS NOW VACANT. 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•3/13 Title 5 Official Inspection Forth: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 w 200 MAIN ST RT 6A Property Address NICKULAS Owner Owner's Name information is required for WEST BARNSTABLE MA 12-30-16 every 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 a u Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 200 MAIN ST RT 6A Property Address NICKULAS Owner Owner's Name information is required for WEST BARNSTABLE MA 12-30-16 every page. Citylrown 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 Y2 day flow t5ins•3/13 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 4 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M , 200 MAIN ST RT 6A Property Address NICKULAS Owner Owner's Name information is required for WEST BARNSTABLE MA 12-30-16 every page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 200 MAIN ST RT 6A Property Address NICKULAS Owner Owner's Name information is required for WEST BARNSTABLE MA 12-30-16 every page. Cityrrown 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): 2per assessing DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M , 200 MAIN ST RT 6A Property Address NICKULAS Owner Owners Name information is required for WEST BARNSTABLE MA 12-30-16 every page. Cityrrown State Zip Code Date of Inspection D. System Information Description: A 1000 GALLON SEPTIC TANK WAS FOUND AND PUMPED AT TIME OF INSPECTION. A D- BOX WAS LOCATED. A CESSPOOL WAS ALSO LOCATED.A D-BOX WAS LOCATED AND A LEACHING SYSTEM WAS VIEWED BY CAMERA WHICH APPEARED TO BE INFILTRATORS. Number of current residents: 0 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 Seasonaluse? ❑ Yes ® No Water meter readings, if available last 2 ears usage N.A. 9 ( Y 9 (gPd))� Detail: WELL Sump pump? ❑ Yes ❑ No Last date of occupancy: UNKNOWN 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 'M 200:MAIN ST RT 6A Property Address NICKULAS Owner Owner's Name information is required for WEST BARNSTABLE MA 12-30-16 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: UNKNOWN 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: 1,000 gallons How was quantity pumped determined? GUAGE ON TANK TRUCK Reason for pumping: MAINTENANCE 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-3/13 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 , 200 MAIN ST RT 6A Property Address NICKULAS Owner Owners Name information is required for WEST BARNSTABLE MA 12-30-16 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: THE TANK AND CESSPOOL APPEAR TO BE ORIGINAL INFILTRATORS WERE INSTALLED IN 1994 BY CARL LAMPI ACCORDING TO OWNERS SON. NO PERMITS OR PLANS WERE FOUND Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: feet 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.): 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: 1,000 GALLON Sludge depth: 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 , 200 MAIN ST RT 6A- Property Address NICKULAS Owner Owners Name information is required for WEST BARNSTABLE MA 12-30-16 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 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 How were dimensions determined? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): TANK WAS PUMPED AT TIME OF INSPECTION BECAUSE IT HAD NOT BEEN PUMPED IN MANY YEARS ACCORDING TO OWNER. TANK APPEARED TO BE STRUCTURALLY SOUND. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 200 MAIN ST RT 6A Property Address N ICKU LAS Owner Owner's Name information is required for WEST BARNSTABLE MA 12-30-16 every page. City[Town State Zip Code Date of Inspection D. System Information (coot.) 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 W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Mt 200 MAIN ST RT 6A Property Address NICKULAS Owner Owner's Name information is required for WEST BARNSTABLE MA 12-30-16 every page. Citylrown 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.): BOX WAS LEVEL WITH NO LEAKAGE OR SOLID CARRY OVER. 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 v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 200 MAIN ST RT 6A Property Address NICKULAS Owner Owner's Name information is required for WEST BARNSTABLE MA 12-30-16 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: UNKNOWN ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ® overflow cesspool number: 1 ❑ 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.): THE CESSPOOL WAS DRY AT TIME OF INSPECTION IT WAS NOT CLEAR IF IT WAS STILL BEING USED OR NOT( IF NOT IT SHOULD BE FILLED AND ABANDONED ) THE INFILTRATORS WERE VIEWED BY SCOTT FRANK WITH A CAMERA AND HE STATED THAT THERE WERE NO SIGNS OF FAILURE AT THAT TIME. 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 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M , 200 MAIN ST RT 6A Property Address NICKULAS Owner Owner's Name information is required for WEST BARNSTABLE MA 12-30-16 every page. CityrFown 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 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M s ' 200 MAIN ST RT 6A Property Address NICKULAS Owner Owner's Name information is required for WEST BARNSTABLE MA 12-30-16 every 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 ® drawing attached separately t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments , 200 MAIN ST RT 6A Property Address NICKULAS Owner Owner's Name information is required for WEST BARNSTABLE MA 12-30-16 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 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: THERE WAS NO GROUND WATER ENCOUNTERED IN AREA OF S.A.S OR CESSPOOL AT TIME OF INSPECTION Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M , 200 MAIN ST RT 6A Property Address NICKULAS Owner Owner's Name information is required for WEST BARNSTABLE MA 12-30-16 every page. Citylrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 No. ! Fee 67 ------------- BOARD OF HEALTH TOWN OF BARNSTABLE A.ppticat ion for Well uCon0ructionPermit Application is hereby made for a permit to Construct (Alter ( ), or Repair ( )an individual Well at: _ Z-/- a__�.;�-./_tea ue ____ � _. s� Location — Address Assessors Map and Parcel / GlJ /�la/A) J��; Ltl. a7 //ll ,� / Owner Address ZGG , & ?21 �`�- AY&_ Installer — Driller _ Address Type of Building L/ Dwelling -- Other - Type of Building—=----__--__— No. of Persons--- Type of Well r cC A %a r�'UG /� Capacity— Purpose of We11��7-P_ ----� � U Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a ertificate.of 1 omp ' nce has been issued by the Board of Health. ) date Application Approved __ date -- Application Disapproved for the following reasons: --date gao Permit No. _ _ Issued date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( Altered ( ), or Repaired ( ) --.--.---Installer �---- at— has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private W/ell rotec 'o Regulation as described in the application for Well Construction Permit No�r�--y=013Dated- ? ----- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE _ -- Inspector --____-- r Y _ a No.------------------ t Fee---=��------------- T BOARD OF HEALTH T�OWWOOF BARNSTABLE ZppCication jorMetr Lon.5tructionpermit Application is hereby made for a permit to Construct (6+)',"OAlter ( ), or Repair ( )an individual Well at: Q .y S In 4.lCS/ Location — Address Assessors Map and Parcel / -- r `O/wner Address / /w �// s£7"�/G G�/Z /cam bl� off. r 3 3 C/ i != /✓S d'�1 Q -- -- -- - — Installer — Driller Address Type of Building Dwelling--- -----._—__ Other - Type of Building-=----_--__— No. of Persons- _— r Type of Well _-- — Capacity-- - - --------- ---- Purpose of Well-- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to lace the well i e n operation ti puntil a,Certificate .of Compliance has been issued by the Board of Health. ; Signe date f'- ' Application Approved date la Application Disapproved for the following reasons: s date Permit No. _— �_______— Issued-------�---------�__--- , date - BOARD OF HEALTH -TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( v)'Iltered ( ), or Repaired ( ) Installer at___ PJ/n luli, /A/ _„ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Y U/ / l Regulation as described in the application for Well Construction Permit No. ----------Dated-l� --------------- THE'ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE ____ _ Inspector --_---____-- . . BOARD OF HEALTH TOWN OF BARNSTABLE Yell Co0truction3permit No. �j C)C)`��� Fee--T=------ Permission is hereby granted a, _ �,m-���-•,�� T to Construct ( j; Alter ( ), or Repair ( ) an Individual Well at: No. —__,-D ___fi sh 1 l 4✓& ! 'q —_0 _ ------------------------- street as shown on the application for a Well Construction Permit DATE l - (C Board of Health j i i EDGE � h t t t + t •F + + t + + •F ' 200 MAIN ST T ++ + ++ + + + + F WEST 13ARNST LE, A a + + + + �, 4 0 .26 �� � t + t t + + F + + t •pF o• + + + + + + + + + + + + + + + + + + + ++ ++ +++++ ++ + +++++ 2 77 F + + + + + + + PROPOSED ,( la t + F + t POOL FENCE %• ,� J/ // \ E,� + F + r r++ + + + t ++ + + }, PROP D / ,/ // + + + + + + + 4 ADDITION + + + + + + + a + + + + + F' N +Z. i (9�� + •F + + + + F + t r + / + RETAINI A61- 'J'F + + +(QES.�GN I§Y + +Y 11 + + -♦OTHERS) + + + + rc % ?'� °F +APR PQS D + At ItIp t OTC N + +I O 2 .� + + r + + + + 548, DECK + F + •h+ + + +. _ + + + _ lk (30.5) + + ++ + f k CONC. + ++ + +I ` z AD 19 A/ N 24a e X&J- tocaf6to lot ccomrV6, Massachusetts Office of Water Resources Well Completion Report 16-JUL-09 11:32:44 WELL LOCATION 262556 "PS North: 410 43.3111 GPS West: -700 23.5221 Address: 210, Main Street,oj,&AMA� Property Owner/Client; pon Nickulas Subdivision Name: Mailing Address:2�_OQ/M�a'Jn_Stream City/Town: Barnstable City/Town, State:West Barnstable MA ?ssessors Map: Assessors Lot #: Permit Number:w2009-013L'— Board of Health permit obtained: Y Date Issued: 06/22/2009 Work Performed Proposed use Drilling Method Overburden Drilling Method Bedrock New Well Domestic Auger CASING From (ft) To (ft) Type Thickness Diameter 1.00 -57.00 PVC Schedule 40 4.00 SCREEN From (ft) To (ft) Type Slot Size Diameter -57.00 -60.00 Stainless Steel Well .012 4.00 Point WELL SEAL / FILTER PACK / ABANDONMENT MATERIAL From (ft) To (ft) Material Description Purpose KgL TEST DATA (ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) Date � Method Yield Time Pumped Pumping Level Time to Recover Recovery (GPM) (hrs & min) (Ft. BGS) Mrs & Min) (Ft. BGS) 07/01/20Q9�Cons ant Rate Pump 20.0000 1:30 22.0000 0:01 20 STATIC W=7 R LEVEL (ALv WELLS) . PERMANENT PUMP (IF AVAILABLE) Date � Depth Bel'olw"Ground p Description:Franklin 10FA05s4-2w230 � , P Measured Sur£ade (ft) Type: 2 Wire Constant Speed Submersible Intake Depth: 55.0000 07/01/2009 20 Nominal Pump Capacity: 10.0000 Hdrsepower-r--,", .5000 WELL DRILLER'S STATEMENT ADDITIONAL WELL INFORMATION CBURDEN ller: Thomas E Desmond III Developed: Yes Fracture Enhancement:Noervisor: Thomas Desmond III Rig #: 00 Disinfected: Yes Well Seal Type:None m: Desmond Well Drilling Inc. Total Well Depth: 60.000 Depth to Bedrock: istration #: 764 Date Complete:07/01/ 009 Comments: From To Description Color ent er Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate .00 40.00 Fine to Coarse Sand Brown Yes N/A 40.00 50.00 Fine to Coarse Sand Brown trace silt Yes N/A 50.00 60.00 Fine to Coarse Sand Brown Yes N/A BEDROCK From To Code Comment Water Drill Extra Drill Rust Loss/ # of (ft) (ft) Zone Stem Large Rate Stain Add of Frac Drop per ft E -HROTECHLARORA.TORIES,INC. MA CERT.NO.:M-MA 063 8 Jan Sebastian Drive Unit 12 Sandwich,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Name Desmond Well Drilling Location Nickulas,200 Main St. Address PO Box 2783 W.Barnstable,MA Orleans MA 02653 Sample Date 07/08/09 Collected By Desmond wells Sample Time 12:00 Sample Type New Well Date Received 07/08/09 Lab Order Number DW-91681 Well Specs 4"SCH40 PVC 60720' Location Source Date Collected Time Collected Comments " A 718/09 12:00 Analysis Requested Units Recommender)Limits Analysis Result Method Date Analyzed Analyzed By Total Coliform /100ml 0 0 SM9222B 7/8/2009 RS -------•- -----____.__.-------_ ------------------------------.�_._.-----_---------- Comments: Water meets EPA standards a 's suitable for drinking for parameters tested. Date L Ronald J.Saari Laborato Director BRL=Below Reportable Limits 'See Attached Page 1 of 1 aCertification is not available for this analyte for non potable water samples.. l _ „_.is t Tl I,wcholm1 aDengg i B WEST BAY ROAD,OSTERVILLE, MA 02655 NOTES: 16'-0” 34'-0" ib•-0•• TW •f F 6 P.T POS ' o 29-I'B�OFONOBi'EFOI N643 TtP. ------------------------- I.s I • 40 I &I K O I s BED tt3 �" + 1 g i I P co ry DROP WALL T / 4 _ :i STUD Y[�hL1.Y1/ G//• © " Y� ,�/•y. �y. `0 __• FROa,TtE YLALL�INDER r.-.A.GL05ET#3 I^ / -�,! � 1 �W� rll _vF4./IFr N ! ` - I{ bALV.METAL POST ANCHOR a) FULL BASEMENT Tis I 9• ,O'-0.o TUBE"PIER FOO 3 1/]'CONCRETE SLAB t Jc•, ?g"`BI6 T FOTING < TW. f— RETARDER LU ALL W/O !tr s•..I -: EXISTING GIRDEit 1 / i'/� -i LL W WALL UNDER i VERIFY M FIELD .i ':"h I / _ ,^ IN FIELD I 't� � i �---1 (•'-_-1� -_-1 -_-1 i •�� i -I ._, o:�• / / —� �D` e Q U) Q ® -- -- - m ! r . tea*" r x - ems.«:•:r '.% -- J` ,w:. ,.� ��.:.5.�, �; -------- -n.- -------------- ---;-- -� -- r Tb' G Cn • I l�s-1 — LAUNDRY UTILITY I ..I � �'+'` � J Ji c+'�lgy9G �.a i w z ` i At, a,..re": z � ✓>� 's3.6 atu. ,<.x ��.. � fi / v/ •• F^Ig _ _ __ ____ _ (-- NE RAWL 5PAGE--- -I r �--___ / / `oa �2��D� ! ! —B"X a6 wNc WALL ! / / e !�I�_�6xto G9NLNUAl�f1J017NGLYP J +$ m / / � �� 0 6.6 P.T.POST C -r;j 4^ / a -_ GALV.METAL POST ANCHOR �=ll,• - _ /.:;! 10"'SONO TUBE"PIER BIG FOOT"FOOTING s'-a° ,�'-0• ,B•-B" B'-�B/B" ,<•-,/B" � , � Cabana Residence BET ISSUE DRIES MTE EWE O+ %/ 4 \ � J'•^-../! ftEV6KK101 Lm mh:M.iB11NB R DATE DESCMM N Foundation SCALE:1/4" = V-0" t FOUNDATION SHB'a00F11 Ab FINE LINE ARCHITECTURAL DESIGN ' 9D0.4]O-1]96 F'IneLlnelvcllR 'nelDep pLL",m B YffST BAY ROAD,09TERVILLE, ' MA O]699 NOTES: DECK - _ _ ..•,3 = (9)11 1/8"LVL HDR • __ `:. � - MASTER ]B l/B"9]B l/B" I1/., MASTER N _ .•_ .. = -. J,..� ~._ •S pl l/B" BED a2 m b'-1 1/4' 5,_ _ N 00 CoI I Q I PJJ - N I I 4 FIRE EATIN5 ? ,O/ MASTER 7 FIRE GE LNNG GLAND toC,L05ET a2. WI 9-1 • w O UP �/ IY o- MASTER -0 w W rtl eulLr \e gi # 9 4L05ET a1 • s m N \ M H#2 o- - --� / \ / Z Q N m N FOYER _ _ N m ------- ------------ FOYER _ ——/ _— \ LALLY �n" W PANTRY/ -_ \ 4 TW]4410 �_ 1 t I LAUNDRY h •\ s :D 90 1/BxBo l/B^ i I oR w m. � Cl 'ENTRY }4. Cabana Residence e SET ISSUE DATES • T n m .^m, ill » 1V ID .m \ / I %B�./OOME ISSUE Y nro „ p 4' A p DATE MCRIPMON 1800 50,FT. . \ FIRST FLOOR PLAN Sr-ALE:1/4"=1'-0" I FIRST.FLOOR ( PLAN " SHMT a0 OF 10 Aro DATE:N14/I1 t. sWF 61 BENCHMARK COR./BOTT. STEP EL.=22.05 WF :l ear Mnm St,w� WF � e.o� � 9.83 ,' �BomatnWe,MA02668 8.24 �' .0 -P WF .81 OM ALL o 6.94 ABANDONED CRANBERRY BOG e 9 \ PRG E �jg O x.23 4 WATERSURFBOG WF WF y 7 0.T` 1�0 Ov5 12.04 x 10.91 +6.33 7.71 - 9. Y• r F� N e 47 wF Bw° sovEl `J G,O �:• .:•. `\ B.V.W e Pornt u.la EDGE p a.26 Tao :� 61 � 00 12 0 �� \ti:eeaon oysters 21.80 ••: •••' '-ic 13.7510,41•` 0.09 - ` il.d .... NEoo is .3; OR/I/ENi FEMA Y1• X - N� LOCUS MAP x AY;: ,9.99 ZONE ON �/ -� N 21,56 ` ... ....'r °. Z 13.88 O 1 9 ;.:.:. :x 19 16.14 S 80•�6'.4... ..,,10.30.:...:.., '..•10.03'• z EMA 0 Sp KE,30 �� ---------Y_ILB X t2 1 F / (31 9 o.ea..... 44 16 ___`1 ER N 69. Tom ` x , 2ze �- p' BDFF P o9 c� ;' .;. '... of 3 5 -� �:.. If E 1a 13. O.H' V FENCE / 17.25 "zo:4z O„ E ST 19.oaOg .d NK 92 A ,,.\. 9 x 19.07 . 1e.02 20.60 \� O +•20.39• ZS !�O F•21,77 x 19.91 0 x 20.59 x ... 0 B� 21.2s SHED r�/ `.' A•( le.o7 - z 1e. Y2 G L (approx.) G RI E V� x 16.88 V. r'' 20.07 x ^ DECK 203 /� x 21.29 w `aP X 16.51 20.22?W ND GARAGE ONE + BM EXISTINGp 51. 0 •�' .62 HOUSE( 28O) 21.36 16.72 22.05 17.93. `A ^ ,\ r.o.F= .1f, 43,750 ±SF PIKE fit. ` FF EL.=23.3f �( 19.34 20. 9/ x 9 1.36' +'22. 20 1 6, V P:. - x +14.08 a WORK IM1T ` �.IP- 1 3 DECK OR�, . 22.08 I8.86 / K 2 .7 EXISTING LEACH PIT 16.09 EXISTING SEPTIC TANK le.se 12,65 TOP OF TANK, EL.=20.29 V X 21.31 O { TO BE PUMPED, FILLED o O �y� -.• . T 1 1.63 ;.14.5f ' '. •. �j5�O� O" P� INV.(OUT)=18.96t 44 WITH SAND & ANABONED +2 i►` +21.10 18.9 /6g'�9 / � \ �o TP-2 g:5a:`: ':. _.'.. :. S / , / x 11.61 LEGEND tJ� cA ��/ '� ( GOP x 12.80 0 F 2 19.60 AY 16.61 x 16.70/ - � 8J - :.. pRIVEW,•,•."..- Q�P / -1 O-- EXISTING CONTOUR C--� o / ER TO �P / OF M x 11.98 EXISTING SPOT GRADE 10� '..1 .36.�.,: :':'�-...:.:.;..: '• ' .88 (�16,84 BDFF� pF 13.86 ��� AS`r'� ONE .'18,® � ' WATERSPICKET Sp ARSN TOP / cyo W EXISTING WATER SVC. �z 1e.72:'' ;S( + SAL o PETER T. �, G EXISTING GAS SERVICE - 15.82 t x 9.53 McENTEE �,H. W-- OVERHEAD WIRES a.z2 14.01 U CIVIL WETLAND SYMBOL r" 36' / -�15.48 x 9 No. 35109 PROPOSED S.A.S. r MA ZONE X ' ' e / REG/S(E W20.OlO WETLAND FLAG i 2 500 GAL CHAMBERS r ��� FE 14) SURROUNDED W/4' STONE l/ 1 �703 X l .34 1510 FE q ZpN AE (E STAL BANK / s \ TEST PIT 16.4e WORK LIMIT BARNSTABLE COA \1 Z t BENCHMARK 5.54 PKBM 4 TOP OF gAR " " z MARSH PROPOSED SEPTIC SYSTEM UPGRADE PLAN 16.20^' '16.58 / +15.84 EDGE 0SALT 280 MAIN STREET, WEST BARNSTABLE, MA 5.99 Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673 SAL T MARSH FEMA FLOOD DESIGNATION s C. Engineering b SCALE DRAWN JOB. NO. �9G3 9 9 y� MAP NUMBER: 25001 CO532J 5.36 OWNER OF RECORD EFFECTIVE DATE: JULY 16. 2014 15.54 BRUNCO, CHRISTOHER & MICHELE L Engineering Works, Inc. 1"=30' P.T.M. 122-21 280 MAIN ST (Route 6A) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. Zone AE (EL13) & AE (EL14) PARCEL ID. 134-009-001 WEST BARNSTABLE, MA 02668 (508) 477-5313 3/11/21 P.T.M. 1 Of 2 t NOTE: TO PREVENT BREAKOUT, FINAL GRADE SEPTIC TANK SHALL NOT BE ;'AT, OR BELOW, EL.=18.0 INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE EXISTING GE OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX OF THE PROPOSED S.A.S. HOUSE( 280) INSTALL RISER & COVER PROPOSED S.A.S. T.O.F.= 2.lfi SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND N FF EL.=23.3t Tvi LF.G. 2.1 t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT .=21.3t F.G. EL.=21.3f F.G. EL.=21.8t F•G. EL.=21.8t "r �0h MAINTAIN 2% SLOPE rOVER S.A.S. 24 \ 64, ��ro ' L = 48' y S=1% (MIN.) ® s=1% SHIN,) ; N /�i� ' PROPOSED S.A.S. 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" CP\ / 5 0 rkg Z 2-500 GAL CHAMBERS 6" w DOUBLE WASHED STONE Z ' �� I 6 aaaSaaa (OR APPROVED FILTER FABRIC) SURROUNDED W/4' STONE t4" 2' EFF. aaaaaBa S.A.S. LAYOUT EXISTING 48" LIQUID DEPTH{ 6aaaa66 -3/4" TO 1-1/2" DOUBLE LEVEL WASHED STONE ADD INV.=18.00 PROPOSED 4' 4.8' 4' GAS BAFFLE D BOX INV.=17.83 EFFECTIVE WIDTH = 12.8' (VERIFY)INVRIFY)6 3 OUTLETS INV.=17.50 GENERAL NOTES: EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. H-20 RATED 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS TOP CONC. ELEV.=18.6t k OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE NOTES: BREAKOUT ELEV.=18.00 LOCAL RULES AND .REGULATIONS, EXCEPT AS REQUESTED BELOW: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=17.50 aaa666 -310 CMR 15.405(1)(b): LOCAL UPGRADE APPROVAL INVERTS, PRIOR TO INSTALLATION. aBBaaaaaaaaa 1) A 1' variance to the 3' maximum cover requirement, for up 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM ELEV.=15.50 to 4' of max. cover. S.A.S. shall be H-20 and vented. ON A MECHANICALLY COMPACTED STABLE BASE OR 4' 2 x 8.5' = 17.0' 4' -LOCAL REGULATION Chapter 360. Article 1 - Setback Requirements SIX INCH AGGREGATE BASE, AS SPECIFIED IN 310 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' P q CMR 15.221(2). PERVIOUS MATERIAL - 2) An 23' variance, S.A.S. to coastal bank(north), for a 77' setback. 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 3) An 25' variance, S.A.S. to coastal bank(nouth), for a 75' setback. 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE BOTTOM OF TEST PIT, EL.=9.7 z 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. SEPTIC SYSTEM PROFILE 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON NAVD88. SOIL LOG 6 THE THE CONITRACTORGN NORROIWNERTTOENO�IFYHE IB LE FLOCAL OR THE FAILURE OF BOARD OF DESIGN CRITERIA DATE: FEBRUARY 22, 2021 (REF#TPT 21-33) HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. SOIL EVALUATOR: PETER McENTEE SE-1542 NUMBER OF BEDROOMS: 3 BEDROOMS HEALTH A GE NT WITNESS: DAVID STANTONS R.S. 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) - - ELEV. P � ELEV. T P 2 T DEPTH DEPTH 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED .AS DESIGN PERCOLATION RATE: <2 MIN IN A UPON Y OWNER ANCONTRACTOR R A OTHERWISE / o" o" GREED U O B 0 E D 0 S 21.2 A 21:2 A DAILY FLOW: 330 GPD LOAMY SAND LOAMY SAND DIRECTED BY THE APPROVING AUTHORITIES. DESIGN FLOW: 330 GPD 10YR 4/2 ` 10YR 4/2 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 20.7 6 20.7 6 GARBAGE GRINDER: NO-not allowed with design e + B THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF LOAM 5AND LOAM10Y 5/8D CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS .74 GPD/SF 19.2 24" 19.0 26" IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND EXISTING SEPTIC TANK: 1500 GALLON CAPACITY C i C REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). PROPOSED D-BOX: 1 INLET, 3 OUTLET (MIN.), H-10 RATED PERC USE 2-500 GALLON LEACHING CHAMBERS IN SERIES WITH 36"/54" MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN MD. SAND STONE AROUND AND BETWEEN CHAMBERS (10.0' x 29.0') 2E5Y 6/6 f 2.5Y 6/6 280 MAIN STREET, WEST BARNSTABLE, MA SIDEWALL AREA: 2(10.0' + 29.0') X 2 = 156.0 SF I BOTTOM AREA: 10.0' x 29.0' = 290.0 SF Prepared for: Cape Cod Septic Services, 350 Main St., W. Yarmouth, MA 02673 TOTAL AREA:..............................................................446.0 SF Engineering by: SCALE DRAWN JOB. NO, 9.7 138" 9.7 138' Engineering Works, Inc. N.T.S. P.T.M. 122-21 PERC RATE <2 MIN/IN. "C" HORIZON 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(446.0 SF) = 330.0 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 3/11/21 P.T.M. 2 Of 2 Legend \ .110916 �' 135-002 Town Boundary ® Utility Boxes +.` / # 0 Parcels n'2007 0 Utility Poles �. `� �k 123-456 Parcel Numbers Lamp Poles , f #1234 Address Street# OO Manholes \ oo 134;004 a , ME 134 Buildings ® Catch Basins # - Buildings(2oo1-2003) Signs 134-024 Decks/Patios O Posts ¢ # 194 \ \ \ / 13 0006' � QO \ Swimming Pools .. � _ \ BCiY IJIL' Satellite Dishes , �''�r o Walkways Improved r �• \ 'bor / — Towers ,1 `/\ !, / Walkways Unimproved N S / Stairways Flag Poles Paved Roads Monuments � \"7 \ z / ® Pilings V1',-i Unpaved Road 111-024 134-005 Docks Piers # 151 --------#-170 / © -- - Driveways - ' Boardwalks ©® N. / Painted Lines a r- 7 Jetties kr ,,— �i: Parking Lot © `. Q .�.' ' "ts \ Drainage Ditches Bridges -•-- Streams Q '� � Railroad Tracks Marsh Area - aF - - _ - Fences ---- ''' Q® #210 007 134. 1►1.1-025-- ® - - - 4— Retaining Walls Marsh Edge (Dm� Stone Walls � Water Bodies -�— Guardrails X Spot Elevations(NGVD29) `4V To o to ft Contour NGVD2 O❑ Sports Lines O P ( 9) ❑ A 1 � Q❑ Sports Areas O Topo 2 ft Contour(NGVD29) Golf Areas 111-026 #'185 \ i Tanks a - \\ 14 $240# \ Data Source Human-made features were interpreted from 2ooi aerial ' 1 photographs. Topography was interpreted from 1989 aerialr - photographs. Parcel lines were digitized from FY2o07 111-003 ' t xb v Town of Barnstable Assessor's tax maps. #30 Disclaimer Parcel lines on this map are only graphic representations of /r Assessor's tax parcels. They are not true property boundaries and do not represent accurate relationships to physical objects v, t on the map such as building locations. H ' >r a •.a This map is for planning purposes only.It is not adequate for / legal boundary determination or regulatory interpretation. 134-023-001 This map does not represent an on-the-ground survey. #21 \, i 134 016 Enlargements beyond a scale of 1=100'may not meet \ ;l 134-009-002 1 established map accuracy standards. I # 229 \ #300 N J' N, W E / ' r 111-030 - S #224 - i inch equals 12ofeet. l 134 2 � I //-0 3-002 i' Feet #39 0 30 60 120 180 240 Alk 134007.MXD 134-023-003 --� 134-026 134-001-002 # 0 - 134-009-0 ill,4 -- 4 �:.� # 330 Townof Barstable #210 fk134- 013 #280 4 # 259..- - . i 4- i GIS Unit m http://www.town.barnstable.ma.us / �134-001-001 367 Main Street,Hyannis,MA 026o1 \ % # 200 1 (508)862-4624 ` #2854�\ 133-002-001 - #r70 i