Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0015 MARCHANT'S MILL ROAD - Health
15 MARCHANT'S MILLS ROAD Hyannis A = 266 - 034 J P 0 i1 {III I Ili TOWN OF BARNSTABLE LOCATION 15 /fQ rr-4C0+`5 hS (1Q� SEWAGE# Z016_�'!6 VILLAGE $'4441 S ASSESSOR'S MAP&PARCEL 26 o3Y INSTALLER'S NAME&PHONE NO. 7/Ke SEPTIC TANK CAPACITY 5tD 6Q((OA LEACHING FACILITY.(type) 3-5bO (,,r,I`(OA, Ff'e(d (size) 3 3,5 ?c l2.E NO.OF BEDROOMS 41 OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet ;Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) //�! Feet FURNISHED BY�� C� Z�hc 4-SVAVe,,,2 cif- ) i A I3 _JA 4 2-1 6 q_ ® c legK 04 ,2 a K216 r 3 a 4/6'$ �r tr A 2- 2- SA r }+ TOWN OF,,BARNSTABLE LOCATION �f1�1���5 M, SEWAGE# VILLAGE Nit i��10 ASSESSOR'S MAP&PARCEL 266 - S4- INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ©irrfloty P++ (size) 1000 $ NO.OF BEDROOMS �- OWNER Y'41A`l Lu R-Yci h oa V% PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY CCo —Tech 5p SC-P+ Z01 3 MR2C�(�NfT`5 MIL-C �oAn �fl l A s No. / Fee ✓ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS RpphtAtlon for Disposal *pstem ConstrUttlon i3ermit Application for a Permit to Construct(< Repair( ) Upgrade( ) Abandon(1< omplete System ❑Individual Components Location Address or Lot No. A Owner's Name, dress,and Tel.No. Assessor's Map/Parcel p`3 Installer's Name,Address,and Tel.No. Desi ner' Name,Address,and Tel.No. v/.VAh En5iheer;h� i-Cohs0l6;r►�.j ZnC, C2 /4�h� � '� 506- 5(21-3 qq Type of ilding: `Dwelling No.of Bedrooms 7 Lot Size I�i '� sq.ft. Garbage Grinder( ) Other Type of Building .FqA ll� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uire ) gpd Design flow provided y 75,2 gpd Plan Date t 112212016 Number of sheets Revision Date Title Ii-�e P h Di a5 COY�A��G-Fj Size of Septic Tank lTT7 o Type of S.A.S. 3—51�19�iR /2 qwxe Description of Soil V-1-j- 14 � 3 / v-pC D.",Jz- Lam lft a—to ' 0 tc,rt s 6 i�-el1,11:s4 . 40�M X^d ld- ��G� ,M�l,'I"X, sR&01 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenancetlrt afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental C d not to place the system in operation until a Certificate of Compliance has been issued by this Bo of ealth. ed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued �� y _ 7/ /`� Fee ✓ ' THE COMMON WEA-TH OF MASSACHUSETTS Entered in computer: No. /lfJ r PUBLIC HEALTH DIVISION - TOWth.-OF-ZARNSTABLE, MASSACHUSETTS Yes Applitation for Disposal 6pstem Construction Vermit Application for a Permit to Construct(<Repair( ) Upgrades(.) Abandon( Complete System ❑Individual Components Location Address or Lot No. Q 9 ,:Own7's Name, ddress,and Tel.No. ��a�c��•,l .S M,1! boo .3 w��6.,/ r� Assessor's Map/Parcel 2 6 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �nsirleer,'o, f "ahSUlEw � Lr�C, /Ah� -e-e ` Type of Building: Dwelling No.of Bedrooms Lot Size 3. SGo sq.ft. Garbage Grinder( ) Other Type of Building 1-qm.ly I No.of Persons Showers( ) Cafeteria( ) Other Fixtures ✓ ^� Design Flow(min.requiredd� yeel� gpd Design flow provided y 3 �.�- gpd Plan Date 1112 Z/lP��j Number of sheets Revision Date ' Title fi'4P �Iieas,-01 a�va,Pti,f; 't Size of Septic Tank t —00 (,a//O.? Type of S.A.S. C!` 1 i ,1`J c� °r o Description of Soil TH-1 F LA V/ ftt/ J�-Jc /( ��/�`(o �('�-E�(c.�t.pi5� �_.��Totn/✓J Cl:-�n �n d �Ci...,Z�j � �,,, �G'�..r'!'" ,�,5 � ��� C.i �/ �rcr Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: i The undersigned agrees to ensure the construction and maintenanc^°e�ofthe'afore described on-site sewage disposal system in &# � accordance with the provisions of Title 5 of the Environmental Co e-9d not to place the system in operation until a Certificate of Compliance has been issued by this Bo "d of Health. igr�ed� Date Application Approved by a Q ,.� ..^--••.— Date 1� Application Disapproved by Date for the following reasons x Permit No. Date Issued Ila.3 //6v ,mow THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at p� has been constructed in accordance With the provisions gfeTitle 5 and the for Disposal System Construction Permit No?�D,16 � dated /1 InstallerAl Designer Tu //1 rl�t ti C'�'t. #bedrooms y Approved design flow �/5!G gpd The issuance of this pe it shall of be construed as a guarantee that the syste i will tu3 on a designed. Date Inspector --------------------------------------------------------------------------------------------------------------------------------------- No. r / W Fee / THE COMMONWEALTH.OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem.ConstrUction i3ermit Permission is hereby granted to Construct( - Repair( ) Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be comple ed within three years of the date of this p rmit. Date 0- 3 / �® Approved b } f Town of Barnstable Regulatory Services Richard V. Scali,Interim Director • snruvsznsLE, � MASS. g Public Health Division FDMA'lA Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 5/22/2019 Sewage Permit# 2016-416 Assessor's Map�Parcel 266/034 Designer: Sullivan Engineering&Consulting, Inc. Installer• ry,,� Address: 711 Main Street/PO Box 659 Address: Osterville,MA 02655 On 11/23/2016 CE 0h was issued a permit to install a (date) I (inst ller) 15 Marchant's Mill Road, Hyannis septic system at based on a design drawn by (address) Sullivan Engineering&Consulting, Inc. dated 11/22/2016 (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was construc liance with the terms of the I\A a oval letters (if applicable) �P��HOF k4SS 2� UARLES T. ROWLAND r o CIVIL ti (Installer's Signature) " No. 52699 A��FFAS_1ST (Designer'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. Q:\Septic\Designer Certification Form Rev 8-14-13.doc Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is Hyannis MA 02601 August 31 2013 required for every y g page. Cityll.own State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information filling out forms n on the computer, b095 use only the tab 1. Inspector: key to move your cursor-do not David D. Coughanowr, IRS use the return Name of Inspector key. Eco-Tech Environmental Company Name 43 Triangle Circle Company Address Sandwich MA 02563 City/Town State Zip Code 508 364-0894 1328 Telephone Number License Number B. Certification 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 August 31, 2013 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3113 Title 5 Official Inspection Form:Sub u a ewage Disposal System• age t of 17 Commonwealth of Massachusetts H W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a 9 p Y rY Qc°M 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is Hyannis MA 02601 August 31 2013 required for every y g page. CitylTown 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: Inspector's'Note==> The septic system described herein is deemed to pass this Real Estate Transfer Inspection if it does not meet any of the failure criteria enumerated in Section D on pages 4-5. The scope of this inspection is limited to health and environmental compliance and the septic system has been evaluated according to the conditions observed on the day it was inspected. No estimate or guarantee of system longevity is made or implied by a passing determination. Removal of garbage grinder is recommended. DO NOT DRIVE VEHLICES OF ANY SORT NEAR CESSPOOLS. 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 Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts v W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is required for every Hy g Hyannis MA 02601 August 31, 2013 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 y Required b the Board of Health: q ❑ 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 a Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is required for every Hyannis MA 02601 August 31, 2013 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: f 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 Y day flow t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Y Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is Hyannis MA 02601 August 31, 2013 required for every g page. City/Town 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 Well 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 r Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments ^M 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is Hyannis MA 02601 August 31, 2013 required for every y g page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ;❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? f ® ❑ 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): n\a Number of bedrooms (actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): n/a- no plan t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is Hyannis MA 02601 August 31 2013 required for every y g page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 2 Does residence have a garbage grinder? ® Yes ❑ No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonaluse? ® Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): 17 gpd Detail 2011-2012 Sump pump? ® Yes ❑ No Last date of occupancy: current Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd)' Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No t 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 W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is Hyannis MA 02601 August 31 2013 required for every y g page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: owner Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ❑ Septic tank, distribution box, soil absorption system ❑ Single cesspool ® Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of'Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is g required for every Hyannis annis MA 02601 August 31 2013 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: Age unknown. Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 2 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.): Sewer line appears structurally sound with no evidence of leakage or backup into dwelling. Septic Tank(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: Sludge depth: t5ins•3113 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 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is required for every Hyannis MA 02601 August 31, 2013 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 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.): 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-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 1 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is Hyannis MA 02601 August 31, 2013 required for every y g page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): I ' *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ 'No t5ins 3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Pagel 1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is required for every Hyannis MA 02601 August 31, 2013 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 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.): 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 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is Hyannis MA 02601 August 31, 2013 required for every y g page. City/Town State Zip Code Date of Inspection D. System Information (cont.) ` Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ 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.): Soils above overflow cesspool appear unsaturated. No evidence of surface ponding, breakout, lush vegetation, or other evidence of hydraulic failure was observed. Cesspools (cesspool must'be pumped as part of inspection) (locate on site plan): Number and configuration 2 in series-see above for overflow Depth—top of liquid to inlet invert n/a-primary was dry Depth of solids layer 2 inches Depth of scum layer 4 inches Dimensions of cesspool 6 ft x 6 ft(approx) Materials of construction concrete block Indication of groundwater inflow ❑ Yes ® No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 15 Marchant's Mill Road ' Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is Hyannis MA 02601 August 31 2013 required for every y g page. Cityfrown 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.): Primary cesspool was uncovered and found to be dry. NOTE ON BLOCK CESSPOOLS— Block cesspools consist of concrete blocks arranged in a beehive formation and are held in place by gravity and soil pressure. Driving vehicles over or near block cesspools could potentially destabilize the structure and lead to collapse. DO NOT DRIVE VEHLICES OF ANY SORT NEAR CESSPOOLS. 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 tns ectt®ft Foy Subsurface Sewage DisposalZS Opm,Form Not-for-Voluntary-Assessments �; .. 15 Merchant's Mill Road Property Address, Kathy Lu Ryan`Gagnoi _ Owner `Owner's Name information`is requited for every Hyannis MA, A2601; August'31, 2013 page. Citylrowrr ;State ZIp-Code. Date of Inspection D. System `lnformation (Pont.) Sketch Of Sewage Disposal System:-Provide a view of the sewage dsposal•system, including ties to; .at least two;perrnanent.xeference landmarks or benchmarks .Locate all wells=within'100'feet:."Locate Where public water supply enters'the.build ing.Check one of ffe`boxes below: hand-sketch in the.area below drawing attached separately f q ZUC W `� z (00, j.• fA J, 2 Isms '3193 Title 5,0ffbal Inspection Form.`Suhsurface•Sewaga;0isposal System:,Page 157of17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is Hyannis MA 02601 August 31, 2013 required for every y 9 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 17 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: Town of Barnstable GIS Department records You must describe how you established the high ground water elevation: Town of Barnstable GIS Department records indicate that the property is 17 feet above groundwater table. Before filing this Inspection Report, please see Report Completeness Checklist on next page. l5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form _ a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 15 Marchant's Mill Road Property Address Kathy Lu Ryan Gagnon Owner Owner's Name information is 9 required for every y H annis MA 02601 August 31, 2013 page. Cityfrown 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 TOWN OF BARNSTABLE LOCATION 5 �tifC�l�tM�� M+I1 J�-oo4 SEWAGE# VILLAGE �I��1J�I�S ASSESSOR'S MAP&PARCEL 2GF ` Sf INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 00410Y ++ (size) IOdO NO.OF BEDROOMS �- OWNER. 01 f�-1 L/ 1ZYa n we h PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY C-to 5P S��t 21�17j p 3,.3r 0 r Z :s t C B A 1.ALL EXTERIOR WALLS SHALL A.5 A.5 A.5 BE 2X6 @ 16'O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL 6% 4 CL 'I' CL T Y T-2' '_7• OTHERBE 2X4 WISE NOTED. 7'-2' '-2Vq' 3.CONTRACTOR SHALL VERIFY 2-2z12 P.T, ALL WINDOW ROUGH OPENINGS HEADER. PRIOR TO ORDERING WINDOWS. __—1 `\ T —f- —1—--—T. '. 4.CONTRACTOR SHALL VERIFY 111'THICK x 7'-10' SONS PRIOR TO CONCRETE WALL ON WINDOW .c CONS RUCT ON.CONTRACTOR 1 - -- - -- - CONTINUOUS 20'xl0° AREAWAY W. = CONCRETE FOOTING 1 GRAVEL ASSUMES RESPONSIBILITY FOR III 6'x6'P'T' PROVIDE 10°DIAM. BED(TYP.) ANY MISSING OR INCORRECT I1j POST(TYPO FSONOOTING (WMI FRTDEGK BASEMENT 1 DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE .p III SUPPORT ABOVE(TYP.) j 37'-7—SLAB TO BTM.OF FLR JOISTS DESIGNER. s'-O' 20'-10° 11 1 DROP WALL FOR 2-2x12 P.T. 2x10 P.T.LEDGER 1 s/B'ANCHOR BOLTS O 36°O.C.I BILCO°C°SIZE GENERAL NOTES W.(2)96°DIA, 1 MIN.7'EMBEDMENT 13ULKHEAD - HEADER. LAG BOLTS 16,O.C. I /3'x3'x 1/4'PLATE WASHER 1 I �_ (TYP.) i I f _______-__ _______ ______________________ _______________� r-------------------- --O- r---------------- -- ------------------- --� -- ---- ----, FOUNDATION NOTES: • IO'THICK x 7'-IO°CONC. 1 10'THICK x 7'-10' II BM. Bn. II b v GARAGE LOCATION 9/7/17 FNDN WALL ON CONC.FNDN WALL II PKT. PKT• V DEEP CONTRACTION L MAIN FOUNDATION WALLS TO BE IW POURED CONCRETE fc'�3000 psi, CONTINUOUS 20'x10' j OF1 CONTINUOUS o o JOINT CUT WITH EARL? o - W/2V C5 BARS TOP t BOTTOM.FOUNDATION WALL TO BE ON 10'x20' ENG.NOTES 12016 ' ' STRIP FOOTING.PROVIDE 30 05 HORIZ,BARS CONTINUOUS IN STRIP CONCRETE FOOTING , 20'x10°CONCRETE II BASEMENT II r ENTRY SAW _ o FOOTING W/KEYWAY.PROVIDE 15 VERTICAL DOWELS 024°O.G. (TYP.) - 1 FOOTING(TYP.) ;T-712"SLAB TO BTM.OF FLR JOISTS ------ ----------------- --�--- - --J - REMOVED 7 GAR. 122116 II m EXTENDED 3'-6'MIN.ABOVE TOP OF FOOTING.PROVIDE V ANCHOR I L I- 'xIl-%°LVLDIA.CONE. BOLTS 0 36'O.C.MAX.MIN.7°EMBEDMENT W/3°x3'.Y'PLATE WASHER.II DROPPED FILLED STEEL r NO. REVISION DATE - PROVIDE 4B'W.x LALLY COLUMN ON '-B 2. ALL STRUCTURAL STEEL COLUMNS TO BE 3X2'CONCRETE FILLED 36'x36'xl2'D C01JC. VERIFY /GRADE LALLY COLUMNS TO EXTEND TO FOOTING BELOW.PROVIDE 6°x6°x95°GAP 1 76'LN.CRAWL SPACE 1 coPrRIGHT I'DEEP CONTRACTION ACCESS OP'G I I FOOTING(TYP.) TO SLOB HGT. PLATE t 7•xl2'xV BASE PLATE W/20%' DIA.BOLTS.WELD ALL NORTHSIOE HEREBY EXPREssLY RESERVES I JOINT CUT WITH EARLY I _ ..__ll__� ,_4, CONNECTIONS.FOOTINGS TO BE 36°x36°xl2'501JARE CONCRETE W/30#5 ITS OOMMpJLAWCOPYRIGHT.THESIS ENTRY SAW 2)2.12 FLUSH -n -� P 4x6 POST BARS EACH WAY. NB ARE NOT TO BENEPRODUCED HEADER®OP'G II of UP II CHANGEOORCOPIVERWTYFORMOR - MANNER VUHAE DEVERNI ITTEN R6T (2) I- °xll-;5' II o �_y t m 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. OBTAINING THE ExPRESSvrRmEN LVL DROPPED I T5 4'x4°z.25'COLUMN T5 4°x4'x,25'COLUMN - r-- --� b PERMRsrory arvDwrvservT OF NORTHSDE STD.BASE PLATE %'STD.BASE PLATE I 4, CONCRETE SLAB TO BE 4'POURED CONCRETE ON COMPACTED FILL. DESIGN aSSocwrEs. j I t(2)'��DIA.ANCHOR II t(2)�'DIA,ANCHOR __E _ PROVIDE CONTRACTION JOINTS I' DEEP AT COLUMN LINES.CUT W/ BOLTS T'P. 1--R--1 BOLTS TYP. I I 'EARLY ENTRY'SAW. BUILDER: BM. -----------------I-- -------- -- 5, CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED PKT. `-- --' PKT. I (3) BY CODE 7' ll T_I• '-B' ,-7' ' 1 0''`'• LVL FLUSHI : 1 1 (2) II I°DEEP I 6. CONTRACTOR 5HALL ENSURE THAT ALL FOUNDATION WALLS r-- -- I-�'x11-y° CONTRACTION JOINT - MAINTAIN 4'-0'MINIMUM COVER. I CRAWL SPACE I I LVL FLUSH CUT WITH EARLY of 3-2x12 HEADER - BASEMENT I (TYP.) 7, PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL s 6'-51/2'(MAX.)SLAB TO BTM.OF FLR JOISTS n ENTRY SAW I p I II ;]'-)12"SLAB TO BTM.OF FLR JOISTS BEAMS(TYP.). II I - I 4'CONC.SLAB ON I I r__L__, (2)I-�'xll-%°LVL II ________--__J - B. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL I 1 10 MIL VAPOR RETARDER 1 DROPPED r COLUMNS. DESIGNER: 1 I 9_ 10 II 12 I " BM' --- -- ---- NORTHSIDE PROVIDE 1J5 MARS @ 12° I B I ----------r' ------------' 9, CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS,ANY 1 O.C.VERT IN MAIN FNDN 1 -___ _ �r 4,x4,p T.P05T DN 1 10'THICK x 4'-O°COJC.WALL ON MISSING, INCORRECT OR QUESTIONABLE DIMEN510N5 NOT BROUGHT TO llrMl DESIGN WALLS TO TIE IN TO 1 7I )2x 2 `- --' TO 24'x24'xl2°D. 1 CONTINUOUS 20'xl0°COJC.POTTING o THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE ..JJv FROST WALLS.TYP.@ 61 FLUSH FOOTING FOR I VERIFY AND MAINTAIN -' CONTRACTOR, B-T CONNECTION WHERE POUR I ASSOCIATES 1 __ __ LANDING SUPPORT (----------J 4'FOOTING COVERAGE BELOW p 10. INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES WITH IS NOT CONT.(TYP. • y____- 1 GRADE DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN - I L----------------- --- ---� I _ _ ----- J EXISTING FIRST FLOM CONTRACTOR 5HALL ADJUST TOP OF Up II BI.1, F------------ ' n FOUNDATION WALL AS NECESSARY TO ENSURE DESIGN INTENT. lal Malty nREET•YARMOOTHPORr•Ma Oz675 "---'-- •-----'- 1 5 4 3 2 I II PKT 6'z6'P.T. (SOR)362-22W (S08)362-02 L•____ _________ _ _ , _ _ __ II______ __ _______- ;I 10 GARAGE AND OTHER FILLED FOUNDATIONN 6°z6'P.T. I ;,i - �'T(TYP.) NORTHs1DEDEs1cN.coM ' 10°POURED CONCRETE WALL WV 2B ltxi TOP AND BOTTOM BARS.FORM POST(TYP.) ------- � � .---____-.rN I FOUNDATION ON 20°x10'STRIP FOOTING.PROVIDE 20 u5 CONTINUOUS iwrchsitlel@comcasLnet _ (2)2x10 P.T. `T HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING.LAP TOP BARS TO _ _____ r T� o I I i �_____________ MAIN WALL BARS.PROVIDE TRANSITION REINFORCING W/a5 BARS 2xB P.T.LEDGER _ (2)2RIO P.T.HEADER, ! SPACED 0 12°O.C.VERTICALLY.PROVIDE W x 12'ANCHOR BOLTS P 36' STRUCTURAL ENGINEER: .0 I ./2)W DIA'• - O.C.MAX.MIN,EMBEDMENT W/3'x3°xY°PLATE WASHER. TAYLOR I LAG BOLTS 16'O.C. 6'x6'P.T, 1 A.5 L -- POST(TYP.) ----------- - _- I 1 I I DESIGN LLC c 1 1 r_O°______________ __ 7 STAMP: I 7° :s s7i 5,_Oa �_6• o In10°THICK x 4'-0' - I' 1 CONC,WALL ON D I I CONT,20'x10' A.5 I CONIC,FOOTING TYPICAL NOTES: I 1 I I 7'-0, '-7 5'-6' 3'-6° STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPECTION E I I B Q WALL FRAMING STER 15 COMPLETE BOARD/FINISH. PRIOR TO ENCLOSURE BY INTERIOR PROJECT: r----- A.S----------' ' , A.5 A.5 - PROPOSED 1_-------_L 1__-___- --- • ----------------- • -----------------• 1 WEBER I 1 ------------------------------------ -, m 5/8'ANCHOR BOLTS 10°THICK x 24'-B' I RESIDENCE p 36°O.C.MIN.7' j CONCRETE WALL ON is"• lb MQRC.FIANTS MILL RD. EMBEDMENT CONTINUOUS 20'x10' j j BARNSTABLE,MA w/3'x3°x1/4'PLATE I CONCRETE FOOTING WASHER VERIFY AND MAINTAIN (m�) 4'FOOTING COVERAGE TITLE: BELOW GRADE FOUNDATION �Q PLAN GARAGE DROP TOP OF WALL 12' v°"1 4•CONC,SLAB ON I AT DOOR OPENING &, 10 MIL VAPOR RETARDER - +I SCALE:1/6'=T-17' PITCH I/B°PER FOOT j I' DEEP CONTRACTION I C^ TOWARDS DOORS I JOINT C'UATWWITH EARLYENTRY m FOUNDATION PLAN FPROJECT#: SHEET ----- --'---- I 1&10 A.O L_• • • •_______J DATE: OF 10/10/17 1 2 1W1WJD17659i1PM C B A 1.ALL EXTERIOR WALLS SHALL A.5 A.5 UNLESS A.5 OTHERWISE NOTED 6 0' 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16'O.C.UNLESS -O' OTHERWISE NOTED. ADH2O150 A ADH2O150 3.CONTRACTOR SHALL VERIFY o ALL WINDOW ROUGH OPENINGS NOTE. PRIOR TO ORDERING WINDOWS. ALL WINDOWS ARE TO BE SHALL VERIFY ANDERSEN A SERIES ALL DIMENSIONS PRIOR TO 4 _ w/APPLIED GRILLES 4'-6' '-6' P CONSTRUCTION.CONTRACTOR INSIDE AND OUTSIDE �4 ASSUMES RESPONSIBILITY FOR o FWGD6066 ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO PROPoseD DINING ROOM DESIGNER.THE TION OF THE DECK m NOTE. 'I' _ CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS GENERALNOTES 7'-B3/q 3xAD zfiaR�7'-yq° ----II'-3° — WITH SILLS ABOVE 72•ABOVE FINISH GRADE PER CODE.ALL FAQDiiid 4 WINDOWS STALL NAVE FALL PREVENTION DEVICES AND SHALL COMPLY WITH THE REQUIREMENTS OF ASTM FA WINDOW OPENING DEVICES SHALL BE SELF ACTING AND SHALLLL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF A 4'DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING 3' 3° j iv WHEN T14EDANCE WINWITH TTHENMANUFACTURER SING LIMITING INSTRUCTIONS 15 INSTALLED IN GARAGE LOCATION 9!7/17 -P I ENG.NOTES 12/2/16 Q �___--______ I o - REMOVED 2'GAR. 122116 BEDROOM#1 l L NO. REVISION I DATE FIRAS EPLACE KITCHEN O° ADH2634 CAPYRIGHT Qe —HSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAWOOPYRIGHT.THESES O - PVJJS ARE NOT TO M REPROW CED CAFE Q MaNNER WHAT—ERINIHOITT—T LIVING ROOM �V REF --- DOOR !D� oBT—ONIN N..'O RESS WRInEN PERMISSION ANDCONSENT I NORTHSIDE O N _ _ OESIGNASSOGWTES. o , a — v BUILDER: W.I.C.I .1 o I - .pD C— SHELVES . I - I II ADJUST L 2665 2 7'-0' SHELVES I SHELF ABOVE 2-266a UNDO _ rRA #1 ---- °I DN, DESIGNER(DB_q° -3'! OPEN TO�CLG. 2 •_s �4•_a• DESIGN ABOVE I LINE FOYER �" ,A PORCH ® ASSOCIATES 0 .JIFFICE DISEINCEIVE RESIDENTIAL&COMMERCIAL DESIGN UP - ll// l� STEP 1e1MAI—REEr'raamOUTHPORr•maa26)5 �O ADH 6C0 ADH 640 (6031362-2210 160RI'-4• 3-- NORTH-DESIGN.— onnyeel��om ' I AAN 624 � AAN 6ze n rasLnec 1-4' o INSULATED 3068 STRUCTURAL ENGINEER: PR �DSED A.5 PORCH w/2-14°S.L. ' TAYLOR DESIGN LLC STEP - STAMP: 6°xb°F.T.POTS WRAPPED TO IO'50. TYPICAL 0 D 21'6° a o � E -0° A rj B PROJECT 7�L : A.5 PROPOSED AD 645 SYEP WEBER 2 m -L i - RESIDENCE o r.—.___._--_—.___._. I 15 MARCHANTS MILL D. BARNSTABLE,MA I I Q TITLE s GARAGE! o J FIRST FLOOR 16•-0M2•-0' I g a a 'FIRST FLOOR PLAN PLAN I $ Z I I SCALE:1/@"=1'-0" o I 0 1 2 4 8 '^ PROJECT IN: SHEET AD"264b ADH— - ,6_,o A.1 '-o• 4'-a i' 4'-0' OF DATE: 10/10/17 12 --11&3 21M _ I 1 I C B A 1.ALL EXTEIOR WALLS A.5 A.5 A.5 BE 2X6 @ 16R U O.C.UNLESS OTHERWISE NOTED. -O - 2.ALL INTERIOR WALLS SHALL G.o BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. '-O 2 T IGJ 2—21M 3.CONTRACTOR SHALL VERIFY C. ALL WINDOW ROUGH OPENINGS _ IhIF NOTE. PRIOR TO ORDERING WINDOWS. 3. ALL WINDOWS ARE TO BE 4.VAULT' �AULT .T ANDERSEN A SERIES ALL DIMENSIONS ONS PRIOR TO TRACTOR SHALL RIFY - w/APPLIED GRILLES CONSTRUCTION.CONTRACTOR INSIDE AND OUTSIDE ASSUMES RESPONSIBILITY FOR AN ISSING OR NCORRECT DECK d I DIMENSIONS NOTI BROUGHT TO THE ATTENTION OF THE 0 9 1O,_gv I -e' LL DESIGNER. DORMER 7'-�'2 7'I( ° '-107� I° m ASTER BEDROOM NOTE TRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS GENERAL NOTES WITH SILLS ABOVE 72'ABOVE FINISH GRADE PER CODE.ALL I WINDOW5 SHALL HAVE FALL PREVENTION DEVICES AND SHALL COMPLY WITH THE REQUIREMENTS OF Fv� FVLc ease Pv� I ASTM F2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING . ?' AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF t4'KW I 3 A 4'DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING VENT CHIMNEY _ WHEN THE WINDOW OPENING LIMITING DEVICE IS INSTALLED IN GARAGE LOCATION 917117 ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, VAULT I VAULT i l VERIFY LOCATION LOCUGH OAOTIOIJ e ENG.NOTES 12/2116 II ) BEDROOM#4 BEDROOM#3 REMOVED2'GAR. 12017 2668 M.BATH NO. I REVISION DATE io I I l J COPY RIGHT 1i NORTHSIDE HEREBY EXPRESSLY RESERVES ?1 \ Ji TS COMMON LAWGOPYRIGHT.THESES LAINS ME NOT TO GE R Q \ Q PCHANGED OR COPIED IN EP ORMOR > \ > MANNER WHATSOEVER WTHOUT FIRST OUTAMING T1EEXPRESSV.RTTEN HIV —————— PERMISSIONANDOJNSENTOFNORTHG- M DESIGN ASS .E. Q 2-2060 2-20615 o N v 2660 BUILDER: =Z%m " Ir ———————————— 2660 2660 2660 N 32•C.O. FAMILY ROOM 7'-102' '�2° r b° r_ I T 2668 HALL W.I.C. I > > DN. LINEN r 1 10 It 12 13 14 _ -1' qoH BaH ADHRsa& DESIGNER: NORTHSIDE 0 OPEN TO - ° "2 F—4-2 ® DESIGN 7 BE BATH VA ULLTI b LOFT ASSOCIATES 5 4 3 2 I OISTNCTIVE RESIDENTIAL&COMMERCIAL DESIGN �N Al MAIN STREET•YARMOUTHPORT•MA 02675 ADH �] - (5081367-2230 (SOeI362-9802 j NORTHSIDEOESIGN.COM 7'-�2 nonflsitlei@camrart.n 4 DOR ER - ADH 10E0 ADH 1050 ADH 1050 IS,O• '-b° '-b° STRUCTURAL ENGINEER: ENTRY PORCH ROOF BELOW TAYLOR c DESIGN LLC A.S STAMP: L'J 22 6" 3-b D A.5 E A.5 B ra PROJECT: r A.5 PROPOSED WEBER RESIDENCE I I 15 MARCHANTS MILL RD. BARNSTABLE,MA I 1 I I I I T ITLE: SECOND FLOOR PLAN FLOOR I I = PLAN I I I I . I I SCALE: GARAGE ROOF BELOW 0 1 2 4 8 I I I I PROJECT#: SHEET I I I I _____________________________� ------ 16-10 A. DATE: OF 10/10/17 12 LDAD�D376595.PM Proposed F.F. El. 22.50 Confirm with Architect See Note 6 t (yP.) ZONE: F.G. EL. 19.50* - *Final Foundation Grading To Be F.G. EL. 19.50 F.G. EL. 19.50 RF-1 Coordinated With Landscape Plan Area (min.) 43,560 SF (RPOD) Flow Equilizers Fronta e (min) 20' EL 17.50 As Required Width Fmin) 125' Installer To Setbacks: Con firm Prior EL. 16.71 1500 Gallon Front 30' • To Any Work Septic Tank EL. 16.46 Top EL. 17.00 Side 15' H-20 Required 16.36 H-20 Rear 15' r , (See Note 5) O-Box EL. 16.20 H-20 Leaching FLOOD ZONE: x �� To Be Installed On Chamber " � 4 LF� ti , Zones X Min. Flood Hazard able Compacte ase Bot. EL. 14.00 ( ) : Bedding,»T"s Community Panel No. f� 250001 0568 J Inspection Port, !f Encaun t.ered Remove & Reptaae # _ . Jul 16, 2014 >; & Baffels ....r..: ... . Al1::Urr6u�tdble So.iCs Within: 5 of_: o y as Per Title 5 The Outer Perimeter of The Sy tem: - Location Map: EL. 9.0 No Groundwater March „=2,000f' Per Test Hole 1 ant ^ DEVELOPED PROFILE OF SYSTEM J Mill ASSESSORS REF.: Read Map 266 Parcels 034 DESIGNDATA NOT TO SCALE („/ Single Family OVERLAY DISTRICT: 4 Bedroom @ 110 GPD AP - Aquifer Protection District No Garbage Grinder Finish Grade Total Dail Flow=440 GPD r ~' a Use a 1500 Gal Septic Tank 3' Max. �1 � ., - `�°. i��� 1' . .. 9" Min Compacted Fill j l LCI3 Filter LEACHING AREA Fabric Fnd And Or 440 GPD/0.74(LTAR)=594.6 SF Required 2 1/8" /112 Sidewall=2(12.83'+33.5)2'=185.3 SF ,. K Pea Stone -' •_„ Bottom Area=(12.83'x 33.59=429.8 SF 3' H-2 0 - I Total Provided=615.1 SF(455.2 GPD) 3/4" - 1 1/2" LEACHING Double Washed CB DH LEACHING CHAMBER DESIGN CHAMBER stone i ,� x � rid. All Pipes to be Schedule 40. Use v � I 3-500,Gal.Leaching Chambers in a 4' - 10'� 12.83'x 33.5'Double Washed Stone Field as Shown. I 12' - 10" I t I Demo/Rebuild: r CROSS SECTION OF CHAMBER Lot Coverageo% PERC TEST o 13,560x0.2=2oposf Allowed PERFORMED BY.SCOTTMCGANN 2,468.51sf Proposed Per Architect SOIL EVALUATOR NOT TO SIiAL °>' See Calc by Northside Design WITNESSED BY•,DAVID STANTON,R.S.-TOWN OF BARNSTABLE o �� 1 Floor Area Ratio 0.30 NOVEMBER 10,`2015 Single Family 13,560xO.3=4068.Osf Allowed 2,990sf Proposed Per Architect _ SITE PASSED _ _ __ .: ";. welling. Y _ ��.; -i N ,' � 2,990Includes first & second floor and not garage or basement. TEST HOLE'- 7 EL.20.0 _ TEST HOLE-2 EL.20.0 1 AE1.LAYER lOYR 3 I AELAYER 10YR 311 CB/DH n/f VERYDARK GRAY VERYDARK GRAY . Fn Sara 1 briglia & n d i �,`\ m John I i j 101 .... .. LOAM 19.2 10"..... ..LOAM.... . . 19.2 Leone i SEPTIC NOTES B LAYER IOYR 516 B LAYER IOYR 516 r 1. Hours YELLOWISH BROWN YELLOWISH BROWN 138.68 11 ? Z` ' I Location of Utilities Shown on This Plan Approx.At Least 72 ` Prior to Any Excavation For This Project the Contractor Shall Make 28�� ...... LOAMY SAND... 17.7 30" LOAMY SAND ..........17.5 0, �... � the Required Notifications to Dig Safe(1-888-344-7233)and contact C LAYER 2.5Y 712 C LAYER 2.5Y 7/2 0. "� -•-- 15.5 CB/DH Sullivan Engineering&Consulting Inc.(508-428-3344). LIGHT GRAY LIGHT GRAY rn Fn d 2. The Contractor is Required to Secure Appropriate Permits From Town MEDIUM SAND 132" MEDIUM SAND 9.0 � Lot 2 15 G Agencies For Construction Defined by This Plan. Setback...... ..... ) j 62" PERC TEST 14.8 NO GROUNDWATER ENCOUNTERED N Lot Area J 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall a 13,560f sf 25 GALLONS GONE IN 10 MIN. o o Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to PERCRATE<2 MIN/IN TAR=0.74 ' Q °i ' :'� 30'�etback p 132" ) 9.0 W / E- ! Assure Watertightness. In General,Water Lines Shall be Constructed in NO GROUNDWATER ENCOUNTERED ;' r Coordination With Hyannis Water,and Shall be in Accordance j With 248 CMR 1.00-7.00&310 CMR 15.00. a '`F Existing, Septi i ! 4.AMinimurn of9"of Cover is Required for All Components. _, o� Proposed H-20 r ' Per Asb'uilt N S.All Structures Buried Three Feet or More orSubject ,°�>` Septic Tank to be Remove to Vehicular Tra�SctobeH-20 Loading.Itis the Engineer's TEST HOLE-3 EL.20.5 TEST HOLE-4 EL.20.s Lawn 1 t6 zo AE LAYER 10YR 3/1 AE LAYER IOYR 3I1:. a =. TP-4 rn a nertight Risersm 6"ofFim de I Recommendation at H 20 Always be Used VERYDARK GRAY VERYDARK GRAY 5�5 o i 6 Over lSeptic Tank Inlet Outlet,D-Box and Leaching Chamber. n/f 12 LOAM 19.5 12 LOAM 19.5 0 Proposed o TP-3 I ' All covers are to bernaximuml8"for concrete or24"Castlron. Hyannis Port Club O 'f B LAYER IOYR 5/6 B LAYER I M. 5/6 `p well in g - ` i' 7.Septic System to be Installed in Accordance With 310 CAM 15.00& YELLOWI.. BROWN YELLOWISHBROWN 5 22 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable 33. 5 _ r 28" LOAMY SAND.. 18.2 32" LOAMY SAND... 17.8 15. pC Board of Health Regulations. C LAYER 2.5Y 7/2 C LAYER 2.5Y 7/2 8.A11 Piping to be Sch.40 PVC. LIGHT GRAY LIGHT GRAY \ ���t 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum P �\ 1 MEDIUM SAND 132" MEDIUM SAND 9.5 l . . � ; � ,. 1 � �' �� Sump of 6" 62" PERC TEST 15.5 NO GROUNDWATER ENCOUNTERED 4� �9S,�C Proposed H-20 °. Garageo0�a 10.Septic Tank Shall bea1,500Gallons, 25 GALLONS GONE IN 10 MIN F T 9G "` D-Box ,, .0 11. The Separation Distance Between the Septic Tank Inlets and PERC RATE LTAR=0.74 �s tf' Proposed H�•20....Leaching 132" ( ) 9.5 r^ Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend NO GROUNDWATER ENCOUNTERED --0 12.8 Chambers in Stone Field' l - a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" CI - r., 11.1 Paved v. �® 26n ' 10.0 !J 15' Se tb ock Drive Below the Flow Line,and Shall be Equipped With a Gas Bal11e. SB/DH cV 21.2 Update proposed House 1012312017 Fnd ld�a� Site PI n N83. 2 • •�' Un-Mirror Building &• Detach Garage DRAFT 0811812017 n f cos"�y --- Mirror Building 07 20 2017 Scale 1"=20' Lisa A. &Scott F. Revision: Add BuildingSetback lines 12 14 2016 Hilinski Trs. TITLE: PREPARED BY: PREPARED FOR: NOTES: Site Plan 1.) The property line information shown was compiled from � � Q available record information. Proposed Improvements Engineering & Hans Peter- DMD Weber & 2.) The topographic information was obtained from an on m At u ivan Cheryl Weber Family Trust the ground survey performed on November 4, 2016. --1 consuiting, Inc. 3.) The datum used is on ossumed datum based on TOB M ° r h' n' Mill /-1 GIS Data. 15 a c a t s Road (508)428-3344 P.O. Box 659 • 7 Parker Road, Osterville, MA 02655 ► Barnstable (Hyannis Port) W%LM seci@sullivanengin.com • www.sullivanengin.com O Draft: CTR Field: CTR/WHK 20 0 10 20 40 80 ► L DATE. November 22, 2016 SCALE: 1„ _ 20' Review: JOD comp.. CTR Project: 360029 Weber Project Weber