Loading...
HomeMy WebLinkAbout0039 BANCROFT CIRCLE - Health 3� Bancroft Circle J Vest Banistable _ A 2 i b--- 002. - 001 e c ' I III } � �� �� � � ^ . . § � . � \f � � \ , \«> , . . \ \ > . . � [ . \/ . � � ` ,� . � (\. \2 � ` . /: / \ \ � � ^� / ` � � � \\. \\\ ^ \ \ ^ .. a . w . � /: � ; \ . � | ' � \ . _ | ` ° � . | \r \ � ' � � | . � � ' � , � . � ` . ! . � � % � � \ � . �< � , ,. �_�� . . TOWN OF BARNSTABLE LOCATION 3 Q B 4A1CaaC-f C412t(&, — SEWAGE# 201 -04 VILLAGE j/. 9A9iv.S B L ASSESSOR'S MAP&PARCEL 21122 1 INSTALLER'S NAME&PHONENO. sFFRW/'VW b(CAV YhNt S0$4 SEPTIC TANK CAPACITY 1000 fS'r, i Z y CAL /w f eKah bW LEACHING FACILITY-(type) C h l3t"�s (size) 17 ' X )7,§J NO.OF BEDROOMS . OWNER LA tl I L4- PERMIT DATE: 217?1/$ COMPLIANCE DATE: o 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 A- !3 C 2 18"7" 33.70 o � 3 NY' 32, 02 3 4 S ,7 2J s,,. 0 o 7 6& �' 6•y' �3l'�`' 1S' bq No. 1Z �Vy goFee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliLatlon for Misposal 6pstrm ConstrUrtion 3pPrmit Application for a Permit to Construct(k) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. '31 E ArJ C IZUf'7 CI 12C(. Owner's Name,Address,and Tel.No. Assessor's Ma /Parcel p4Vla 1 ii`A . 5j71.M PAI p 21 2^-1 -1 35 '�,Jve CI rtcc-,�- Installer's Name,Address,and Tel.No. SG`d V 3 L SSGS Designer's Name,Address,and Tel.No. SU SG 2-41{t-1 /_/C 5i7F4kA/kj_' beCA_V1 CLC 00.4- CAP(z LTrt/V ' UVC 13 30claw V 1-t.1 ln/*7-AeYi �'3f M1(IV S% -14t-rUu-M Type of Building: Dwelling No.of Bedrooms 3 Lot Size �11 56 o sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 933 gpd Plan Date ) )I V11-9 Number of sheets ) Revision Date 001 + 2-12 t 17 9 Title —r of --UrN Size of Septic Tank Type of S.A.S. Q la/i 13tX.) Description of Soil � (7LAiy Nature of Repairs or Alterations(Answer when applicable) 1 SU V/,A✓11 a641( 1)--aax/ + L20 .SUL) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo d�of �alth. Signed e__(Z � . Datez /Z 7 b. Application Approved by ^` Date ; "_ Application Disapproved by Date for the following reasons Permit No. r CIX 0(0 Date Issued a� �I No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC-HEALTH DIVISION - TOWN OEBARNSTABLE, MASSACHUSETTS 01pplication for'Oisposal �bpstem Construction Permit ` Application for a Permit to Construct(3() Repair( ) Upgrade(' ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. a y 1�,A,\J C1?VF 7 Ct)ZC(E` Owner's'Name,Address,and Tel.No. Assessor's Map/Parcel •2 1 2-1 �5 � I�e I� ( I le Installer's Name,Address,and Tel.No. So?4-3 L 5563 Designer's Name,Address,and Tel.No. S U-3 36 2- 4JIS -t Sr7E`-iV1A,- LV(,AveA 7 vi CL( !Aj)(` tn,f0k.CxYrN�- t/ve r J L nif VrL1 , 1'.40-^!i1 -I IA/ 3 r IAt"7U1J7v1 Type of Building: Dwelling No.of Bedrooms Lot Size3, SG 4 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures , Design Flow(min.required) 330 gpd Design flow provided 333 gpd Plan Date i 11l>I► Number of sheets 1 Revision Date I/i( l 1 t ? 7 r)T$ Title 7f Cc S,-7 N Size of Septic Tank 1000 (C7r'S% I Svr✓ j ST Type of S.A.S. ('li►�.n 13r7la Description of Soil xZ f1c." Nature of Repairs or Alterations(Answer when applicable) t �0 U 557 { 7Jh ( IA A/�r f� 72 ►�^t3r a� , Date last inspected: Agreement: Ak The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed t` , Date 2 7 /( I Application Approved by `w Lu Q Date } �b Application Disapproved by Date for the following reasons Permit No. 9L•0 X ` 0 4 Date Issued d' " THE COMMONWEALTH OF MASSACHUSETTS ' BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at 31 �� �, _ W4D has been constructed in accord ce with the provisions of Title 5 and the for Disposal System Construction Permit No. (� U L�dated - / Installer Designer #bedrooms 3 Approved design flow A 333 gpd The issuance of this permif shall not be construed as a guarantee that the system wi (RI-etion as designe Date ----- --- -==---- No. 9jol r 4-t tQ Fee / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby��ed to Construct Repair(a ) Upgrade( ) Abandon( ) System located at j��.,��+w_ti ►WI 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:Con ttuction t be completed within three years of the date of this permit. Date ' 9�-- Approved by �^✓�^ �/X ` r l f Town ®f Barnstable Regulatory Services Thomas F. Geiler,Director BARNSABYA a a6�& Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&JiDesiUer Certification Form Date:. 5 30 I cl Sewage Perrnw Hole-OY�, Assessor's MalpTarcel 2* 2-j Designer: DOWN CAPE NN 41NC ZINl.19C Installer: `2-Egg LAW �C����� Lt 'Address. q�Q_99 M raA Address'. 16" �jMAK YA W o urI+ F0�-G75 � A 02��5 On %Yrlow�e&4 r ZGCwas issued a permit to install a (date) (installer septic system at 3q PtNCO FT CI R., WeST WN,5,WL9. based on a design drawn by (address) NNIgL A. CUALA, PE, P1S dated MAW-H (q , 2-0(8 (designer)' V 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. 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. �IN of Massq�ti e DANIELA. a� a OJALA 2< U CIVIL W UhsfaUer's'Sign' e No.46502 q7 per pFG!S T E7D ��O��� -. ASS/ONAL ECG r (Designer's Signature)` (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLJE PUBLIC HEALTH DIVISION. C ER7C�7+[CATS O CONRLIANCE WML NOT BE ISSUM UNTU4 BOTH THIS FORM .AND AS-]BUILT CARD ARE RECETV]ElD BY THE BARNSTABLE(PUBLIC E ALTH IDIMION THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc Town of Barnstable Pit �p' tio Department of Regulatory Services s BA3rISTABLE, Public Health Division Date y MASS. 200 Main Street,Hyannis MA 02601 hy� Date Scheduled �- Time / Fee Pd. ' ` ` / d U' U x y ,Soil SZex,cac Vability Assessment for Sew e Disposal rl Performed By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address1 t3�`�!� n f��A /, , Owner's Name 5f� 6 1�� W Address Assessor's Map/Parc­-l: d'�l a 1 Engineer's N e LJ U'J Q NEW CONSTRUCTION REPAIR /� Telephone 20 3N& Land Use _ �=y�(�[4&±i`C( Slopes(%) cV —Zle/�Surface Stones 1 / Distances from: Open Water Body _ft Possible Wet Area-&�ft Drinking Water Well lk!�� ft Drainage Way ft Property Line _ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) a ace t lsg,$Zt Parent material(geologic)S 1;''(e- Depth to Bedrock o ,yam Depth to Groundwater: Standing Water in Hole: t{d(grs...rC: Weeping from Pit Face Estimated Seasonal High Groundwater �F DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: ' Depth O3served standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date Time Observation Hole Time at 9" � I/ Depth of Perc rl Time at 6" - > Start Pre-soak Time-_a-) (J Time(9"-6") 1�S I4i�l _ C End Pre-soak / Rate Min./Inch L+4�Gt Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPTIC\PERCFORM.DOC �,��ee"VS ' DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) p Vs Z SL �sysl 1Z-17.0 Gr, F S 10119?6c DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) _(Munsell) ` Mottling (Structure,Stones,Boulders. Consistency.%Gravel -�Z �� U-22 Gz 4yo�S &-IZO t HS �otfR��lN DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No_X, Yes Within 100 year flood boundary NIX Yes Depth of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? V If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Enviro mental Protection and that the above analysis was performed by me consistent with the required training,expertise experience described in 310 CMR 15.017. / 77 Signature Date Q:\SEPTIC\PERCFORM.DOC t i Commonwealth of Massachusetts 001Q -0 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M '< 39 Bancroft Circled Property Address Sundelin Owner Owner's Name information is West Barnstable ✓ MA 7-17-17 - X required for every page. CitylTown State Zip Code Date of Inspection 4�! 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 Cityrrown 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 16.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority �- 7-17-17 Inspector Ignature 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•M 3 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 ,Lo VS Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M , 39 Bancroft Circle Property Address Sundelin Owner Owner's Name information is requiired for West Barnstable MA 7-17-17 every page. Cityrrown 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. Everything but the septic tank was viewed by camera on 7-17-17 by Scott Frank due to depth and asphalt driveway. On 721-17 at approx 9:00 am I spoke with Don Desmaris at the Board Of Health and told him about the system being deep and under asphalt and not being h-20 He went back and talked with Tom Mckean and Tom said that as long as it was functioning properly to pass it because the above mentioned observances were not failure criteria. This report does not predict the future performance under the same or increased usage. This report is not for determining bedroom count or design flow. 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 117 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 39 Bancroft Circle Property Address Sundelin Owner Owner's Name information is required for West Barnstable MA 7-17-17 every page. CitylTown 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•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 39 Bancroft Circle Property Address Sundelin Owner Owner's Name information is required for West Barnstable MA 7-17-17 every 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: Attached design plan shows all h-10 components. System is deep and under paved area. All components other than tank were viewed by camera. tank is 5 ft deep d-box and pit are substantially deeper. 7-21-17 Spoke with Don Desmaris who inturn spoke with Tom Mckean who stated that as long as the system was functioning to pass it. D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6"below invert or available volume is less than %day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts �3 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 39 Bancroft Circle Property Address Sundelin Owner Owner's Name information is West Barnstable MA 7-17-17 required for every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool'or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 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 Elthe system is located in a nitrogen sensitive area(Interim Wellhead Protection 1-1 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 Forth:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ti 39 Bancroft Circle Property Address Sundelin Owner Owners Name information is required for West Barnstable MA 7-17-17 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? J ❑ ® 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): 2 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 392.7 t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments w� 39 Bancroft Circle Property Address Sundelin Owner Owner's Name information is required for West Barnstable MA 7-17-17 every page. Citylrown State Zip Code Date of Inspection D. System Information Description: According to design plan system consists of a 1000 gallon h-10 septic tank h-10 d box and a h-10 4 ft leach pit 6 ft diameter with 4 ft of stone Number of current residents: 1 Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ❑ No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available(last 2 years usage(gpd)): Detail: well water Sump pump? ❑ Yes ❑ No Last date of occupancy: currently occupied 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 c ' Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 39 Bancroft Circle Property Address Sundelin Owner Owner's Name information is West Barnstable MA 7-17-17 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: currently occupied Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3;13 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M ,•'� 39 Bancroft Circle Property Address Sundelin Owner Owner's Name information is required for West Barnstable MA 7-17-17 every 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: 1986 per as-built 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: 5 feet Material of construction: ® concrete ❑ metal ❑ fiberglass El polyethylene El other(explain) tank was functioning properly but was h-10 If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 gallon Sludge depth: moderate t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM 5 39 Bancroft Circle Property Address Sundelin Owner Owners Name information is required for West Barnstable MA 7-17-17 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 trace 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? wooden pole Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): If tank has not been pumped in the last 3 yrs I recommend pumping at time of transfer and every 2-3 yrs there after for maintenance. 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 39 Bancroft Circle Property Address Sundelin Owner Owner's Name information is required for West Barnstable MA 7-17-17 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): " Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal-System Form Not for Voluntary Assessments 39 Bancroft Circle Property Address Sundelin Owner Owner's Name information is required for West Barnstable MA 7-17-17 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0" Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): d-box was viewed by Scott Frank with a camera because of its depth. Box was functioning properly at time of inspection. D-box was at least 7 ft down according to depth guage on camera. 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: Depth and appears to be under asphalt. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 I— Commonwealth of Massachusetts Title 5 Official lbspection Form o Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 39 Bancroft Circle Property Address Sundelin Owner Owner's Name information is required for West Barnstable MA 7-17-17 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 1 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Pit could not be opened but as viewed through d-box with camera appeared to be functioning. Plan says pit is h-10 it is deeper than 6 ft and appears to be under asphalt area. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth-top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 5 39 Bancroft Circle Property Address Sundelin Owner Owner's Name information is required for West Barnstable MA 7-17-17 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): i 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 39 Bancroft Circle Property Address Sundelin Owner Owners Name information is required for West Barnstable MA 7-17-17 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 f Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ,M z 39 Bancroft Circle Property Address Sundelin Owner Owner's Name information is required for West Barnstable MA 7-17-17 _ ...._ every page. Cityrrown 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: none encountered at time of perc 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: attached Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Before filing this inspection Report, please see Re ort Completeness Checklist on next page. t5ins•W13 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 39 Bancroft Circle Property Address Sundelin Owner Owners Name information is required for West Barnstable MA 7-17-17 every page. Cityrrown 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-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 ASSESSOR'S MAP N0. ZI(D PARCEL LA C A T ION Lo SEWAGE PERMIT NO. _ C -D+- VILLAGE INSTA LLER'S NAME A ADDRESS Z1 K { . �N U I L D E R OR OWNER. DATE PERMIT ISSUED : ' DAT E COMPLIANCE ISSUED jS o-�7T r� fl s. c - (02 e C 1q , 3 r: L-16,6 �3.`, Z. G G-f9�Q�t / �,,[) .. INSTALLED AS -- b�s NEO. Rio k4 ELL-S I J I-rH I N or � o mDP i S ET 2 <� �oo L � 4 \ 3 \ L de\ W l To OA i Joe # 85-511 CERTIFIED PLDT PLAN PPEPA PED FOR: LOCATION: LOT 2 BANCROFT CR W BARN SCALE: 1 " =50 ' DATE: 10/30/8E REFERENCE: PB 415 PG 88 VARMA SUNDELIN I HEREBY CERTIFY THAT THE BUILDINGS SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. BUILDINGS CONFORM TO SETBACK PEOUIPEMENTSM�f9 OF THE TOWN WHEN CONSTPUCTED. �� .o�' � f�RN E g I H. -o # w down cape engineering 0 CIS1 E s�o s� CIVIL ENGINEERS 214 � ��LAND SURVEYORS n - P G. LAND SU VEYOR' r 362-4541 926 main street rt 6A yarmouthport mass. 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E.,R.L.S. land court October 30, 1986 Richard R.Fairbank P.E. surveys site planning Board of Health Town of Barnstable sewage system South Street designs Hyannis, MA Gentlemen: inspections On October 29, 1986 Down Cape Engineering inspected the septic system on Lot 2 Bancroff Circle, West Barnstable. permits The construction complies with the Massachusetts Environmental Code Title V, the Barnstable Health Regulations and conforms to Down Cape Engineering plan #85-511-2. See attached "as-built" plan. Very truly yours, Arne H. Ojala, P.E., R.L.S. Inspected by: David Cahoon AHO/amp ®a � -� TOWN �n BARN;TABLE LOCATIIPN �C�� ��o�L�L,� SE WAGE # VI LAGEBf1R t4�Zjp b -,�: ASSESSOR'S MAP.. LOT 1 1-4� 3 INSTALLER'S NAME & PHONE NO SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 'V6LF,Cs1Sj (size) S NO. OF BEDROOMS_ PRIVATE WELL OR PUBLIC WATER_ BUILDER OR OWNER DATE PERMIT ISSUED: --06 DATE COMPLIANCE ISSUED_ `7 VARIANCE GRANTED: Yes Nu . . . 1 ---� I ' --�_� �J �� .. � � � � 4 f No....................... FzZ....................._.... _ THE COMMONWEALTH OF MASSACHUSETTS q' r ,�� BOARD OF_ HEALTH .-....... _01V./u...........OF......... ................................. _ Appliratiuit for Uiupuual Works Tonstrudiutt Frrutit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: ....-07- 0 .5ANCRO T C!RCL I k/, t�A6/!S_%•� e7LEi.M� .. ............................. AA tltl MM GLocatioonn -Adddr/essss ' / or Lot No. .....--.Yt�r ±1A a.L.n.x.. /.U-LY/� U.!X..--^............. .......•--................................. ............... ..........»......-...... Owner T2v S� Cf 1 !!� t s ... Addre .............. p ... ............. ...................... 1� ���1.�.. ..c..........f... L �.. '_... Installer Address Type of Building Size Lot... 5,,Z3."_7......Sq. feet U Dwelling—No. of Bedrooms........... ..�ZW.0)..........Expansion Attic ( ) Garbage Grinder ( ) `4 Other—Type T e of Building No. of persons............................ Showers a YP g ...............•---......--• P ( ) — Cafeteria ( ) a' Other fixtures .......-•--••-----•-•.......................... Design Flow...........././-Q.........................gallons per person per day. Total daily flow.............ZZ.Q._.................gallons. Septic Tank—Liquid capacity.10.00gallons Length..V-.6... Width:.4/=./0" Diameter- --�.. Depth.&�--..4.11 w Disposal Trench—No. ............... Width.................... Total Length Total leaching area....................sq. ft. 3 Seepage Pit No.....CUE.... Diameter.....(.0!0'' Depth below Total leaching area.4.6_.t.tz..sq. ft. Z Other Distribution box P-Q, Dosing tank ( ) Percolation Test Results Performed by.... �. (42,.................. Date--.r..?."'.Z.�:. . ......... a 1.4 Test Pit No. 1....�z.....minutes per inch Depth of Test Pit....L(r.9...... Depth to ground water..lSlo.. . ....... 0.4 rj. Test Pit No. 2..._'c Z __._minutes per inch Depth of Test Pit.... _.. Depth to ground water................. A3s...a.c. ._..: s? " - O Description of Soil.....5AAI 7-..#�..:5TL2/1r� � ���s.sir.�_�.2�.1:.-.t ..�o�!..s.��l�..�1/...T.�.c,��.o�s«r..,...qc���.-:-•��''---��.��✓ sAlq.,D................................................. --------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ..-•...............•--•--..........---................-•-•-•---••---•--.........................................------------•----•---•---•--•------................---•-----•-•......................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of:ITLZ 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation ntil Certificate of Compliance has been issued by th�boar f health. S . Signed...:. ........... ..... ...� .... ate ApplicationApproved BY......................................... ... . ....---......................................... .......... .... ../..�.C1A.. a Application Disapproved for the following reason • ............:..........................................................................................._.... ................................................................:....................................•.........•.......---------.----...........................................Date.............. Permit No......... ------------------------- Issued....-•-•• .... ---... ............_...._.................. Dom_ e n ��s , ►- No....�.......�l Fzca....'7 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH , [1 � ,--......r ,A OG! /...........OF.........i'_;A�.ISt`�T-Aof3t .... f s Appliratiun for Disp ual Works Clunstrurtwa lirrmit Application is hereby made for a Permit to Construct 014 or Repair ( ) an Individual Sewage Disposal System at: I . ... Lor 1 8ANCf?Ot-T CJf?CLF, , W, BAF?&/c,T,A&%_Ej MA ......__..___.......-•--•......................... ........................... ............................................ ......................................... Mt Location Address or Lot No. .......... - - •- --• aU.�llla l Ill ................. •-------------- Owner, t Address [.........---»--•-�-~- rInstaller Address Type of Building Size ....Sq. feet a Dwelling—No. of Bedrooms........... .. Two? ..........Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q Other fixtures . W Design Flow........._..(. ........................gallons per person per day. Total daily flow.............e gallons. WSeptic Tank—Liquid capacity.Me2gallons Length_.`..': <_ r.. Width:¢ tflT Diameter r---:.. Depth.. x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No.....a�!S.... Diameter....R .''. `.' Depth below inlet.A.'.-'.- ' '.. Total leaching area_?_I::.Z..sq. ft. Z Other Distribution box ( )� Dosing tank ( ) Percolation Test Results Performed .......... Date...5t.-I:. ��?.......... ,.1 Test Pit No. I....�g.....minutesperinch Depth of Test Pit...../�z.'!._. Depth to ground water... Jn!!��..... fY Test Pit No. 2...,t g_...minutes per inch Depth of Test Pit....P5 A-_"._.. Depth to:ground water........................ a0 �-1 . �'- �4 �' 7"p F'S��l._•.� �,'t�/�r.�_v l•�.;---.::��.,r-_ /�;�!!-,��;�A-l1/,-N��D Description of Soil..... 4 a ---4;.:nn..r—5- A %a U �;U�S•���:..o.-��t" /� ���` .��k,1/4 tnl/�C•��t,.C�"�.�,=-S��a- 9n!l-.,l�✓'`....�"����:/ .......................� . ....�....... ....................................................................................................... ......... ......... U Nature of Repairs or Alterations—Answer when applicable..........................-_"................................................................. ..... ......................•-•-•-•---•..........._.....................-.......-........•...........-•--------•........ .............................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITIL 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the.boardrof health. - , �.. ......... ?'/.� .... ...... .... .t Date Application Approved By................................................ `tom 1 .../ +, .................... . �... Application Disapproved for the following reasons:•.............................•-•--•----...........................---•------•---•--....... .. ...........................•--•----......................-----•-••---•-••--......................._................ .......... Date _ PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD -OF HEALTH L2 ��a►., 0F............... ..................................................................... (Irrtif irate of Tautplittnrr THIS,IS TO CERTIFY, That the Individual Sewage Disposal System constructed (� ) or Repaired ( ) by......../fig t? 5 .......................................... ........... ....................... .. ........ ............. / Installer �t at....-••-••--•------...... l _ ivC 4 v'�-f C € . p �M'>7 . Q i has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No...... ).`.-1 n _._...._. dated-::...!!.�..�?�/-b�+THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. �---- DATE.................1 t ........................................ Inspector-• '•.- ,.+- ................ _ ... ••••- ^�"" 0"0'D% _ THE COMMONWEALTHOF MASSACHUSE hGYENGINEER MUST SU ER INGnESIG y_ .__BOARD OF`H'EALTI STALLLAATION AND CERTIFY AS STAL EDNN STRICT r ...... .........OF...........--..f' _ � �WOPLAN• 'l Ja. No... k"It " ....` ..r... �, f3R®�►4 � Fn......../.s.. . Disposal 11orkii Tunutrurtiun rrrmit Permission is hereby granted.:_ / r/J ? f s 7 r'............. ....... ................ ----------------...---• to Construct (V) or Repair ( ) an Individual Sewage Disposal System at No..........................�1 .... 1'�: .kR./..1�' .`!.........CkvC_ 1Q kl`' t i �ft2tl�k o •-•--•-----• .........................•------•••------................................. W Street -Q // as shown on the application for Disposal Works Construction Permit No 6- t�... Dated...._........ d.$..�........ l (' .�E1M .............................................................. Boae id�of Malt-�•=_.z-�s-------•......................... DATE... ----•-------•---'... --------------z------`-7!•.........�. U ,r , . ,y�r ,IJD E� �-PTIG �J I��M IS I C`1STAllED�S mSlG1fdEo. I10 klEL s wITHln.l is& or- LE4cRlN Fl-r. �p6 62 0, 4i/sX, F41 LOT T 0 O, I 2 ♦ .0 32 x ♦ QjO'�' i�eN t ♦ ` k • ♦:ZO i �,BB♦ J TO S o O ♦♦ tbs.e2 JOB # 85-511 CERTIFIED PLOT PLAN PREPARED FOP: LOCATION: LOT 2 BANCROFT CR W . BARN SCALE: 1 "=50 ' DATE. 10/30/66 REFERENCE: PB 415 PG 88 VARMA SUNDELIN I HEREBY CERTIFY THAT THE BUILDINGS SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. BUILDINGS CONFORM TO SETBACK REQUIREMENTS F ��r9 OF THE TOWN WHEN CONSTRUCTED. ARNE cyG� H. 3 OJALA down cape engineering 0 #26348 CIVIL ENGINEERS ,( 9E�ISTI r LAND SURVEYORS ROUTE 6A YARMOUTH MA °, DATE RE� LAND SU VEYOR Department of Environmental Management/Division of Water Resources _ 6 WATER WELL COMPLETION REPORT WELL LOCAT11ON/ Address V f s? Y r.7LUy a" qi City/Town Uu,-t t2a tuAAA V—1114.40_. V� . G.S.Quadrangle Map V Grid Location /•. ' Owner Yl It /9 Address 17 r/WELL USE r CONSOLIDATED WELL Domestic 0 Public ❑ Industrial ❑ Type of Water-bearing Rock Other Water-bearing Zones Method Drilled /Y <`'4.4 11 From To , f�G 2) From To Date Drilled �f 3) From To —- 4) From To CASING ,,r Depth to Bedrock Length 40 Diameter (� Type [J.r C' UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing'Materials Feet below land surface", Sand: fine❑ medium❑ coarse❑, Date measured Gravel: fine❑ medium❑ coarse❑f Screen: GRAVEL PACK WELL f I/ �I Slot# � length f from 0 to -( Yes No 0 Split Screen(or 2nd screen) WATER QUALITY TESTS MADE Slot4" length ffrom to Chemical Q Biological ❑+ r Depth To Bedrock fir+ PUMP TEST Drawdown `r E( feet after pumping days V hours at CrIfil GPM. How measured Recovery feet after hours. LOG of FORMATIONS COMMENTS: (On well or water) Materials From To 0 _;OWL" f X V m DRILLERScb Firm-7r l.(1.'& a Address A AA# City L' ►/^^�f7a� r r�+�/rl Registration No. Atr operator's ignature Please print rrm y BOARD OF HEALTH COPY 15M-2 84-176471 ASSESSOR'S MAP NO. Z PARCEL S v�� LOCATION SEWAGE PERMIT NO. VILLAGE .. INSTA LLER'S NAME a ADDRESS U - n S U I L D E R OR OWNER DATE PERMIT ISSUED - DATE COMPLIANCE ISSUED (012 c cf ,,3 �� f.�4? iD { . L16 O 2. G G—)qdQAt: t .� I ^�C ASSESSOR'S MAP NO. (p PARCEL LOCATION LDS`-L-,/ j SEWAGE PERMIT NO. VILLAGE .4xI �, e INSTALLER'S NAME i ADDRESS ",4v �e U I L D E R OR OWNER DATE PERMIT ISSUED �� DATE COMPLIANCE ISSUED �/ 3 40414La1 "i . C�. 46,o 53.6 _ _ SECTION - .SEWAGE k _Lor I Q -SEPTIC TANK - -"D"BOX - ' PIS TOP OF oV� 1 I G -LEACH ` �' II-XI((jjVNy_,r LOT �� MS L)s I � -..2..OFI/STO19:" \ W I , WASHED STONE i ' IN• OUT: IN• 1 IQG ! ' OUT• IN• ! \{ 1\ t SEPTIC ELEV. ELEV. TANK ELEV. ELEV. ELEV: ELEV. ,k .... I WASHED STONEJL TEST HOLE LOG h- TEST BY TEST DATE S'ZI-moo WITNESSel DESIGN HOUSE T.H. 1 T.H. +� 2 L[ ELEV. ELEV. C�L,q I NO 'r �2 DISPOSER ISPOSER ��` I���� II L. , PERC RATE MIN/IN. xA' y ! , 24 57. 1 FLOW RATE I IQ (GAL./DAY) - G D SEPTIC TANK U T REQ'D SEPTIC TANK SIZE - ���yyy ^ ` _51A or LEACH FACILITY / SIDE WA = �7•� ( � = 314. G/D. T 9d S`T+`?I BOTTOM 0 - i+Q) __�� G/D. TOTAL Zoo, Z SF 9 •5.41 � USE: ��1t-� LEACHIN ':.:•v'`` WATER ENCOUNTERED NOTES: (UNLESS OTHERWISE NOTED) 1.DATUM(MSL) TAKEN-FROM �T _QUADRANGLE MAP I �v I L►��Ci1 I✓r 2.MUNICIPAL WATER 1S 1� n aVA1LABLE ,/ l I��O) r fV 3.PIPE PITCH:4."PER FOOT 4.DESIGN LOADING FOR ALL PRECAST UNITS:,AASHO• }T-I0 44 ��I O,F 5.MIN:GROUND COVER OVER ALL SEWAGE FACILITIES:(1) FT. 6.PIPE JOINTS SHALL A MADE WATER TIGHT p�EL SITA PLA 7,CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. 1 �Q ARN[ H. ��- _ _�— STATE ENVIRONMENTAL CODE TITLES CJIALA y` LOCUS:I f� 2ti �� UI'Ll�r S-fH15PLAJ�I mpPOT5ED 1•l0� c*Jul-p}.LDej-IOU4.D II - KIC, r M l�D FC9, a l4e es�Kp CT ' OF RL per©E.4A( INEER ARNE y� REF: sue` r' down cape engineering `� OJ" PREPARED FOR: CIVIL .ENGINEERS 4 �o ' LAND SURVEYORS '��� 'P - -- �3' BOARD F HEALTH i / c� III dnl R L—SG._ CONTOURS PROPOSED)"O-O��- APPROVED DATE A � Y �'�AL LAMD." SCALE_ *2-AFQCr 15� :'` SECTION - .SEWAGE I Q —SEPTIC TANK — —"D"BOX _ �' --Lr TOP�..EDlva( —LEACH I .. (MSL)e —.•2•.OF/raSTON WASHED STONE � IN• OUT g7 � ��yy�/� IN- MM OUT• IN- I.Q2(CG SEPTIC. ELEV. TANK ELEV. ELEV. ELEV. 53.(9g 1 53 Z 1 2 4 ELEV. ELEV. 1 +� a 1 WASHED STONE ' r TEST HOLE LOG I�-55 TEST BY ICI �I �I WC4AAI.I ( � c WITNESS TEST OATEJ �I�� DESIGN BEDROOM HOUSE T.H. s 1 +� 2 5` --LC ELEV. �lq, T.H. ELEV. l�I',q 1 .f .. fit_• ` '�`, ' .. /_�fNO I' S L• 1 II (� PERC RATE "`� MIN/IN. DISPOSER ISPOSER ,4 l k - 24 81�iCLs FLOW RATE I IO (GAL-MAY) e c� �? 4 C SEPTIC TANK U 'r REQ D SEPTIC TANK SIZE .51Aor LEACH FACILITY � ,�(( 11 I SIDE WA = 1 (2,7) �J1�t• G/D. '� � 8 o q Sq-.� BOTTOM to I�U1 G/D. AR TOTAL ZD4� 2`� � 9 .�1 Grl� s I IG2 45.4 48'9 U$EACHIN ­111, � , f ti5� O�WATER ENCOUNTERED �} NOTES: (UNLESS OTHERWISE NOTED) 1.DATUM(MSL) TAKEN FROM ( QUADRANGLE MAP a 2.MUNICIPAL WATER " } ✓ !/� _AVAILABLE x^. �i�ON'(�31O \ 3.PIPE PITCH:I*"PER FOOT 4.DESIGN LOADING FOR ALL PRECAST UNITS:AASHO• }�-ID OF 5.MIN:GROUND COVER OVER ALL SEWAGE FACILITIES:(1)FT. 44 �� i1°�f'p �I� is �� MAP ' 2(Co 6.PIPE JOINTS SHALL BE MADE WATER TIGHT �� "9C+ I�I 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. ARNE H. �,,� {/ 1jlr SIT L STATE ENVIRONMENTAL CODE TITLE 5 NE F 8T�15PI�IJ R7R� t.10� C.11.�PI.IDSHOIJ�!�pD w cl y� l �ti E'S JC G�L.ET- Qcyr� LJa FOR PROPERTY LI1.1E e6t;NKItJC� / Locus. _ Of R � OFESA�Ei?jb;INEER A' �•2�E�� S��' (�g s.�1 �(fl T.l lI ARNIE G✓ � REF: r. F• down cape eogineefio 0�" PREPARED FOR: CIVIL .ENGINEERS 4 �o LAND SURVEYORS .. .......... BOARD F HEALTH 'G — e•, R— I� I c go CONTOURS = 4 �C.LAMO SCALE , : c:• �' (PROPOSED)—O—O—O�— APPROVED s.;.DAT �I') GATE' q' Y �Y�1 ,. a � � .; ,. ••y, .. _, i 4 art � .„-.v nasv.P .,. w__ �. -.. ,.0 r .y.. .R. e- ,v .. ... -,'ti ., : ,.N..: f. .•�R v S1 3 40'-0" +/- EXISTING 7-G 4-4 — — — — — — — — — 10" DIA. CONCRETE 50NOTUBE5 TO — — — — — 20 DIA. BIG FOOT CONIC, FOOTING P T 2 2x8 ( ) BOTTOMS TO BELOW FROST LINE ROS " U ABU46 POST BASE W 5 8 ANCHOR / / I _ Y TO RECEIVE P.T. (2)2x8 I U o� 00 1 P T 2x8 LEDGER icy N co I FASTEN TO HOUSE FRAME f-F " " W/(2) 112" BOLTS @ I G O.C. 1 n. I 'y ry www a n'+rxa 'y: +`Na .y^ .� ,.N'.°1+:n„ '')w,.w"i4*,w.:.• M b' 'ra^w,. Wi,dtw'..buy W y:'.:b,7!Y'd 9:,m..➢.: ..::,. •A• , f,..f... . .d,;:i+.1N ::^i' 1,,::.,,»it,Mx p;,.;W.. iN ti.•;^.;i..'�i.., ix. E P y �M - 3'— ]II 2 91 I n LINEN J; WELL `f - - - _. — E H2O ma KJ`l • BATH M Ua UNF N SHED , o FULL BASEMENT r 1 11 pJ — i6ati P T 2x10 LEDGER O 2- 2- .. m COE FASTEN TO HOUSE'. FRAME ( a>: m� > ®: ?' i � a r C u W/(2) 1/2" BOLTS @/ I G O.C. yti V x F (D cv 1 NEW POSTS — EXISTING POSTS .: NEW FTGS - r I ' '�• fi' I CILOSET Jc CLOSET N '' 1 0 DIA. CONCRETE 50NOTUBES TO r M ,,. .yw.s . .., ,.,d•,, ; z I F FI IN = oC I f I afi \ / 20 DIA. "BIG OOT .CONC. OOT G O a rJ .:,. O BOTTOMS TO BELOW FROST LINEr, ); — — — -' u' m L yr. (f) o ABUGG POST BASE W/5/8" ANCHOR I &nyM w — Z CLOSET EXISTING f O TO RECEIVE GxG P.T. POSTS I EXIST.( )?x 10 BEAM ab. , :: — REMOVE (EXIST. POSTS >': 9-9 I _ _ I U (3)2x 10 BEAMS 1 U) O �, I above I I + w 1 a EXIST. POSTS r,r... .�'�� - � - 1 ATTACH POSTS TO P.T. (3)2x 10 ( ) _ 0 , W/ACGG SIMPSON POST CAPS ( �� � 1 STORAGE CLOSET L - - - - -� 1 N —{ m _ t I (3 2xl0 \ / = oPz :> N'q'• .,'.. _ � CV jsr P T 2x10 DECK JSTS @ 16"10 C i y I O 1 / I w o BEDROOM #1 PLAY ROOM k BEDROOM#2 I cn FV, co 1 �� J : I co � � c I LO LOI I fig' � � >- ��� W �N z: I o I o 'n 13'—GII I I '- 10" 1 2'-011 +/- �' i cx h+1 < Q SEPTIC U _ I m \ 7- - - - - - - - - - - - -- 3 I ' o D E D ,ce:„y f yr). fi tit '`f 4 rt>,S Sw..;r x'r:> B ., wkw�.% I I O � ) c_ cv G PT (3)2x10 O w 1 FRAME kF-W OPENINGS FOR m ( pry -_.__. N c�, Lei LJ e 7- „1 cCl 811• j , Lt DIh. "BIG FOOT"CONC. FOOTING 0. U �LOTTOM5 TO BELOW FROST LINE -2" I P T 2x10 LEDGER O 1 ABUGG POST BASE W/5/5"ANCHOR 45 3-5 - T_.._ FAS EN TO HOUSE FRAME - io TO RECEIVE GxG P,T. POSTS I I 1 W I(2) 112" BOLTS @ I G" O.C. 1 o) 1 EXISTING ROOF EXISTING (3) 1 1 7/5" LVL RIDGE BEAM TO REMAIN r0 REMAIN 1 o INSTALL 2xG COLLAT TIES @ 1 G"O.C. FINISH WITH STRAPPING t 1/2"5HEETROCK I N 2x8 LAY ON LEDGERS EXISTING 2x 10 ROOF RAFTERS @ I G"O.C. a 1 ATTACH POSTS TO P.T. (3)2x I 0 W TO RECEIVE NEW PORCH FINISH WITH STRAPPING * 112"SHEETROCK I W/ACGG SIMP50N POST CAPS ROOF RAFTERS INSULATE AS REQUIRED 1 I z a I � � � P T (3)2x10 � � z INSTALL EXPOSED STRUCTURAL l Z Lu O 2x8 ROOF RAFTERS @ I G O.C. 0 RIDGE BRD 14x 10 COLLAR TIE BEAMS � 2xl 2xG CEILING JOISTS @ I G" O.C. — (SEE FLOOR PLAN FOR LOCATIONS) \ / \ \ — }�REMOVE EXIST. POSTS U 2x4 STUD WALLS WITH it l EXISTING WALLS 1/2" CDX. PLYWD. SHEATHING,"HOUSE IN OPEN AREA I I 3" G'-I O" G'-1011 G'-I O" ;Poe 3" � a (n WRAP W.C. SHINGLES @ 5" EXP. C I Ar -- (3)2x8 HEADER - __ _ LM co _-- _ -- - - — - - - - - - - - - - - - - - 21 '-011 AROUND PORCH PERIMETER _._-. -- — — V CEILING J T • •n ISTING GE L NG O S S existing Cel I � Z z REMC:} E EX g - - g � Q - - FINISHCLNGWI - - - - - - - - - - - - BEADBOARD O"EQ. — — — 1 r Q m II J SIMPSON LICE POST CAPS REMOVE- - @ POST-HEADER CONNECTION 1 ( EXIST. WALL` i I NEW THERMA-TRU FRONT DOOR 1 proposed L N O 1 11 F SHED BASEMENT PLAN = W o SQUARE (8x8) COLUMNS I I I I / - 3 @ FRONT PORCH TO BATH O NEW THERMA-TRU SLIDING DOOR BUILT AROUND 1 1 COVERED $LAUNDRY FOYER I I I I off _ POSTS PORCH GxG P.T. O TS I W �- 51MP50N AC/LCE P05T CAPS I 1 I D,N NG J I _ SIMP50N ACE P05T CAPS 1 I z I x4 DECKING ON P.T. 2x8 ) O C L W @ POST-BEAM CONNECTION I DECK JOISTS @ I G"O.C. ;I [� I x4 DECKING ON P.T. 2x I 0 -' O existing first f oOr j DECK JOISTS @ I G"O.G. m J V W P T (2)2x8 FRAME NEW OPENING IN EXIST. FL='DO EXISTING FLOOR JOISTS > U) — — — — — — — — ABU46 P05T BASE 5/8"ANCHOR WITH (2)2x I Os R:O. 9'8"x3'3' EXIST. 10 BEAM P T (3)2x1U O Q m TO RECEIVE P.T. (2)2x8 ___ _ _ _ _ CUT THROUGH EXIST. BEAM FIN15H WITH STRAPPING 112"SHEETROCK P.T. 2x 10 LEDGER III-III �-III II III,-1 I —III a I= I LI=III @ STAIR OPENING I I P.T. GxG P05TS L FASTEN TO HOUSE FRAME C� � Z WITH CS MPOI�" POST CAPS -1 1= -i I I Z a) 10" DIA. CONCRETE SONOTUBE - P.T. 2x8 LEDGER — " FASTEN TO ON CONCRETE 28" DIA. "BIG FOOT" FTG. - HOUSE FRAME - II O � m II a BEDROOM #2 BOTTOMS TO BELOW FROST LINE o� OO <D I I I I NEW ANDERSEN DH CL WINDOWS REMOVE EXIST. POSTS P.T. GxG P05T5 CL a 0. M 5-9 INSTALL NEW POSTS W/NEW FOOTINGS ATTACHED TO CC d. SONOTUBES TO BATH I I IN NEW LOCATIONS(SEE BASEMENT PLAN) EXISTING WALLS WITH S MPSON k-U POST BASES existing basement f oor,717I 1=1 I - I i -1 I W II I 1=1 I LEI 11- d ' III=1 I - I- °� PROP I P, ,.T POCHf , 13 T ON 10"DIA. CONCRETE SONOTUBES -III—I d Now ON CONCRETE 24" DIA. ''BIG FOOT" FTG. DATE: 01 /30/2018 n -_._. 32'-0" +/- EXISTING SCALE: AS NOTED PROP WOOD DECK ADD T ON DRAW NG#: S1 TYP CAL CROSS SECT ON A3 1/411 = 1' 0" A3 3 ' . , I, t t r } i :.._. 40'-0 +/- EX15TING 0>8'-011 4'-2" SQUARE(8x8) COLUNMNS @ FRONT PORCH - 3 2x8 HEADER BUILT AROUND QG P.T. POSTS W1 a o COVERED PORCH O OVER WOOD DEC w w K M x 3'- I " 9'-1 O"00 9'-1011 8'-2" N N - M • fi r , 'f , ,. /, .. :. : )n,.,.: , n , ,.,•PS .: .,,.:... r: H bra .:., ,d.J .{ { V ,.. ,., ,. - .., h'4r4 S`E:. .. .. 3r, .. ... f ''•,.,•., n :.. E :1,. 4, .,, : .• ,,. ..r P..,.,,.,..,, ,,...., rho. ..:,.,, ,., E r,. J �. : r. :, ,. EEC, .. .. .r.., e ,N.• . .• . ,. •. M` .�^..a :r ,., � r N �.r r ;e ,try a a,5a, : ;.'., -'.,;:J, fr..n A• St1ELPING7W*D ,.n•7,. l'L 4 � 4 „>, �n cou S'6° v. Ln r BATH �; LAUNDRY 15-0 C9 FLAT CEILING Z 7'-1 Olt ® 5'-011 O VAULTED CE LNG �� - FLAT CLNG MASTER BEDROOM MASTER EDROOM w LAV i vy a, VAULTED CEILING 2 LINEN ', m t f, t4 O 3'G"x4'6"SHOWERR r P. f. O .: Mt4 .) VAULTED E NG ENTRY ENTRY O C9 VAULTED • "' 71-Q" ( CLNG O a k h^f W s I I I WALK N CLOSET :r I O L FLAT CLNG . hne.of flat cing. above — - - - - - -- — = — - - -- F - - - - r� -I PANTRY i1:s - FLAT CLNG SEET ROUGH I O II i 10 0 u�. `ro r„win df ^rl s •. .'.v., '.' / '.:.. ..: :: r�.. '' Y(,',MS ''.r# arJK », ?q:'rM k q M'M VoA 1: n x �. BUILT IN x �i n x! roof ridge above , ,�.�; w GA.. FP VENT � — — — — — � r J f t b T I 51-011 N w + r E GAS INSERT ® O rT, j ro y{ w O FIRE LACE EXPOSED STRUCTURAL 11-+� ', 4x f 0 COLLAR TIE BEAMi I „,„' EQUAL EQUAL F— ng. a cN - WOOD DECK rw ` --..._ 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - line of flat cl above U >, ..: ` CZ I_ .: f;. • TYPICAL- INSTALL ( I r„ DN c� EXPOSED STRUCTURAL z Q m 4x 10 COLLAR TIE BEAMS I K I p = 100 Q 0 � 0: r I — VAULTED CEILING --� �__ I�l _. a- LVNG DrlN, G KTCHEN Ii — r uj � L V N G D N NG I o o K Tt,HEN I w VAULTED CF LNG .J Y; I � r n ` z a � OVENS p :b b 4 A H Z' F: d d' } L O :M d> b r� w ,:,:,•.::rrarw ,.fir:' ,:'.,_. eta ,.: E ., .....P..... .n.. .,, r._.. ,.., in n.. .•.,b ,.. , ..,. .:•„, N .,..:. •. r..,,..::, ,r. .: ..zt f�. .1, — A, a a r 1 r' n• , E N 8-1 1141, I 7-0 G-2 3/4 G 2,3/4 G-2 3/4 5-1 1 +/- uj 10-0 * Z Lu # 8'-2" 1 3'-511 G'-811 ® M C �c c UrJ ® CO) L -1 N WOOD DECK _ W F RST FLOOR CE L NG PLAN U Z 1/4"=1' Oil c Q proposed F RST FLOOR PLAN y �' a 211-011 c LL 1/4"=1' ©" cn > Mail U. 0_ c NTER OR DOOR / W NDOW SCHEDULE Lcd KEY ROUGH OPEN NG W x H S ZE STYLE MATER AL 0 z (D 0. M Q 32"X 83" 2' 6°X 6' 8" R GHT HAND SW NG DOOR SOL D CORE MASON TE C C O32"X 83" 2' 6"X 6' 8" LEFT HAND SW NG DOOR SOL D CORE MASON TE 60 M L O38"X 83" 3' 0"X 6' 8" LEFT HAND SW NG DOOR SOL D CORE MASON TE ® 32"X 83" 2' 6"X 6' 8" B FOLD DOOR SOL D CORE MASON TE U 11 H 5O 38 x 83 3 0 x 6 8 B FOLD DOOR SOL D CORE MASON TE 00 � H © 62"X 83" 5' 0"x 6' 8" FRENCH DOOR(15 L GHTS) O49 1/4"x 84 1/4" 2' 0"X 6' 8" POCKET DOOR SOL D CORE MASON TE DATE: 01 /30/2018 SCALE: AS NOTED DRAW NG #: A2 3 --------------------------------------------------- ------------------------------------------------ --------------- ------------------------—--------------------- 1,3 SHINGLE STOP ON 1x5 SAKE BOARDS ------------------------ ---------- ----------------------------------------------------------------- ----------------- ----------------------- ----------------------------------------------- -------- ------------------------------------------------------------------ -----------------------------------------—-------------------------- 2 —----------------------------------------------_____---___---------------- --- --------------------------------------------------- --——-------------------------- ----------------------- ------- -------------------------------------------------------------___--------- ---------- ------------------ --------------------------___------------------------------------- ------------------------------------------------ —-------------------------------=�------------------------------------- ----------------------------------------------------------------- ----------------------------------------------------___ - - ----- --------- ----- -- ------ ----------------------------------- --------------------------------------------------------------------- ------ 12-­ -------- -­­-------- ------------------------------------------------ ------------ -- - ----- - -------- ---------------------------------------------I ------------------------------ ---------- AS HALT ROOF SHINGLE Si ---- -------I------------------------- --------------- - ----- --------------- ------------------------- -------------------I----------------------------------------- ---------- ------—--------------------- -----------------------—------------------------ I�3 ON 1 8 RAKE bRD5 -------- ---------­--------- --------------___------------------------------------- ------------------------------------------------------------------------------------------ plate height plate height ALIGN SOFFITS plate height', TYPICAL 7 ALUMINUM GOTT rR5 ON I x8 FA,,,!A BOARD ON ANDERSEN CASEMENT WNDOW5—­� 2"SOFFIT OVER ANDERSEN CIH WINDOWS WITH 1 x4 CA51NG .5 FRIEZE BOARD VA 1,2 TRIM WITH 1 4 CA5ING 1�5 CORNER ED,0, I I I MATCH EXISTING u) WHITE CEDAR SHINGLE-, 5"EXPOSURE I�5/G CORNER BOARDS H NEW G�G POSTS T CASED IN 145 t TRIM Floor frst "— NN du� EM I xG DECKING ON P.T.DECK FRAME PROPOSED WOOD DECK; AND WOOD STEP TO GRADE DECKING ON P.T.WOOD FRAME, 1 THERMA-TRIJ FRONT DOOR W1 TRIM AS SHOWN P.T.6.6 POSTS 66 L 0 > L L US PROP. PROP FRONT PROF.WOOD DECK ADDITION PORCH ADDITION F__ _ _ PORCH ADDITION X,�T F.EIrFNT T X,_ -0 FOOTPRINT I N T TO EXIST.FOOTPRINT G 01 E.T1PIN1 basement floor basement floor ----------- -------------------------- rj,- ----------------------------------------- proposed � LEFT SIDE (SOUTH) ELEVATION proposed L L�) FRONT(EAST) ELEVATION Grp PROPOSED WOOD DECK ADDITION 1/4"=E 11-01, TO EXIST.FOOTPRINI 1/4 11=11-01. WINDOW&EXTERIOR DOOR SCHEDULE KEY1 ROUGH OPENING W A H ITEM# STYLE MATERIAL < C) 2-6 1/8'x 5 8 718" �456 ANDERSEN T-WASH W1 DOUBLE HUNG AINDOW MITE VINYL CIAO :D O2­5118',,5-47/8` TK?2452 ANDERSEN T-WASH BU DOUBLE-HUNG WINDOW WM1TEVNL C- A 4'-3 718"x F-S 718" DHP2466 ANDERSEN T—SH PICTURE WINDOW MITI.VINYL V-D Z O 0 2-4 718-A FA 13115' CW155 ANDERSEN OACEMENT WINDOW MITE VINYL 01 AD 0 OF, 4.5 3/8",5'4 13116" P4555 ENCASEMENT FIGTORE WINDOW MITE I NYL C AG_ < O C345 IT-0 3/8"x 4'-5 318" ANCEASEN CASEMENT WINDOW MITE VINYL C AID B AO -11SINLO'16'-1" 1 SLIDING PATIO I'll YLO. THE IEW TEN SLIDING RATIO DIOR ­TE VINYL C,In ------------------------------------------------------------------------------------------------------------------------------------------------- x3 5H%GLE STOP ON W8 4Kff BOARDS 3,0" 11-1, TiERMA TIO HINGED PATIO YQOR WHITE VINYL C ID ---------------------------- -------------------------------- ---------------­---------------------------------------------------------------------------------------- --------------------------- X E.". rHERMI TA,SHINIC PATIO DOOR MILE VINYL C AL ------------------------------------------------------------------------------------------------------------------------------------------------ Q -—-—— -------------------------------------------------------- ------------------------------------ ---------- ---------------------------------------------— ---------3'-0 6-8' THERDA.M0 BURNSIATO DOOR-So IAWIL MITEV114YL AD �--——--------------------------------------------- ------------------------------- ---------------------------------WHITE CEDAR 5111NGLE5(3 5"tX'05URE ------------------------------- -------- ------L01.x 2D` -E.A 11UTGA. 10 -------------—------------------------------------------------ ------------------- ----------------------------- ------------------------- x —------------ -------------------------------------------- OM ,D --------- ------ --H------ A5HALT ROOF SHINGLES T-2"x 6',l 1 TO"x SIB" FRONT PO--T.-A­D W ------------------------- --------------------------------------- ---------------------- -—-------—------ ----- ------------------------------------------------------------------------ ------------------- ------------------- ------- --------------------------------------------------------------------------- ----------- -————----------------------------------------------------------------------- z ------------------- —-—------------------------ --- --------- ------------------------------------------------- ---------- --------------- ----------- plate height OVER Q ALIGN SOFFITS H-I 1.8 FRIEZE BOARD W1 1,2 TKM =7 1.51G CORNER BOARDS ANDERSEN',)I WINDOWS Lu I I I 1 7 WITH �I I�Al NG EXPO5L)Rf TY,IC 1- 1 A CA1,NG PATIO Do.-VATI ThfRMA-TRU PATIO DOOR W1 PROPOSED WOOD DECK. TRANSOM WINDOWS I x4 CABINS f THIRIVAJI 5A�CQKNLU 50ARD5 1,G DECKING ON P.T.WOOD TRAM WO D DECK 1 .4 ME f� EC',ING ONP.T. OD FRAME C P.T.G.G POSTS &G POSTS OA Fro,11 10 F) I i Ws Ifn iffn 7 ul EM first T 11 T10 0 first floor 1�1 Istilw z M Ell ji ") j 0 c 9P j 5 § t- Lli -TL,, R U. -j c 0 Lu WOOD DECK Ix DECKING ON P.T.WOOD FRAME P.T.GIUS F05TS1 I TE, —/ 'a Z a) jf- ® 0 CL L L /L 0 PORCH ADDITION4 y Q' L TO EXIST.FOOTPRINT J basement floor L -­-------- basement L� Ir- I__-_-_--- --------------------- 0 PROPOSED WOOD DECK ADDITION E.;K ADDITION 0 TO EXIST.FOOTPRINT ISO, WOOD ..BE, L TO EXISI. '7 L L CKADDITION proposed PROPOSED WOOD DECK ADDITION DATE: 06 14 2018 RIGHT SIDE (NORTH) ELEVATION TO EXIST.FOOTPRINT TO EXIST.FOOTPRINT proposed PRIDI� BE — REAR(WEST) ELEVATION 1/4"=1 1-01, SCALE: AS NOTED 114"=1-011 4' 3' 2' 1' 0 41 81 121 DRAWING Al - 3 ---------- I -------------- I 3 2x8 HEADER - jJOIS%%i// o FIRST FLOOR CEILING PLAN ' 2Jols cr CEILING ! T5�16"O.C." 3 n _ VN� IO'-O^ 4a-0„ i�ti LAUNDRY/ ff BATH FLAT CEILING U MASTER BEDROOM is//�o501?ARE i� @FRONT/PORG CO I t VAULTED CEILING ENTRY i FLAT CEILING BUILT AROUND &G P.T.P05T5 W/ r w _ / 'FLAT (LING WALK INv j� j// COVERED PORCH CLOSET — �ANTRY 0 OVERWOGDDECK brie of flat cIr'g above , / / /��/ 0)1 3/4'x 1 G'RIDGC SCAM above 4xG P5L UP/DN B B f 4xG PSL UWDN © O O " SHELVING f 0 4 o m h"e of Rat dr bove Cn 1 5 LAUNDRY 2" 0'-9" 2-4" ---- —————— —————— -----9 a— — in BATH 0 THESE ARE OPTIONAL, { FIAT CEILING 'r DECORATIVE COLLAR TIE BEAMS I _..._© li d` ' O FLAT C.(El ' SIZE AND LOCATION TBD MASTER BEDROOM 7'-I1" LAV.G-2- VAULTED CEILING u1 2 LINEN 3 0°SHOWER 30'V. LIVING DINING KITCHEN o 'uN _ ENTRY VAULTED VAULTED CEILING - O 7'_0„ I CWG O WALK IN CLOSEIon L T N FLAT CLNG QUAL EQUAL I PANTRY J 612 ----- PLAT CWG SEE- ROUGH O w rc 7,_5' 6,_3. 6�_3" Gc2" 0-2x O 6A5 PP VENT euar lu (�. o o O. y_0„ { m GAS I BERT , a iz PIKE IwcE 7-11 -I-4" OPTONAL.DECORAW E i N WOOD DECK. 4K.2J COLIAR TIE BEAMS N 51i AND LOCATION TOE) 3K,2J ON O LL a L VAULTED CEILING s)2xa HDREeow —_N 111® I LIVING DINING ® ITCHEN t I®® a ROOF FRAMING PLAN s m — 1/4„_1'-0.1 o x r 4K21 >L uP OVCNS I O 4K2J O C O 4K,2J 3K,2J A 3K,2J CH 3K2J 3K,2J I (3)1 134"x 7 1/4"�VL or(3)2xl0 htlr (3)1 r34"x 7 1/4"VL or 3 2xl0 hdr o b O (3)2x8 seder N WOOD DECK proposed x16 RIDGE BEAM FIRST FLOOR PLAN ,E•dt 4x6 PSL ON O c m s 1A INTERIOR DOOR SCHEDULE o ;` CL KEY ROUGH OPENING W x H SIZE STYLE MATERIAL O32"x 83" 2'-6"X 6'-8" RIGHT HAND SVBNG DOOR SOLID CORE MASONITE W O 32"%83" 2'-6"X 6'$" LEFT HAND SWING DOOR SOLID CORE MASONITE O' O 38"%83" 3'-0"X 6'-8" LEFT NAND SWING DOOR SOLID CORE MASONITE a ® 38"x 83" 3'-0"%6'-8" BFFOLD DOOR SOLID CORE MASONITE cift DATE: O 50"X 83" 4'-0'K 6r$" 61-FOLD OOOR SOLID CORE MASONITE HDI(3)1134"x71/4"LVL or(3)2x10 hdr HD(3)1/34"x71/4"LVL a(3)2x10 hdr (3)W header © 62"X83" 5'-0"X6-8" FRENCH DOOR(15 LIGHTS) SCALE: - O 53 1/4"X 84 1/4" 2r-4"X 6'$" POCKET DOOR 30UD CORE MASONITE J 2 ROWS BLOCKING @ 48'O.C: DRAWII @ EACH GABLE END Gayr) €4 2 x 10 ROOF RAFTERS Q 16"O.C. V' { A. k S1 3 40'-01 10'DIA.CONCRETE SONOTUBES TO 20'DIA.'BIG FOOD C.FOOTING \ / PAT, 2x8 \ / DOTTOMS TO DCLOW FROST LINE ABU66 P05T BASE W/50'ANCHOR - ti TO RECEIVE P.T.6.6 POSTS I U O 1 I 1. I(Y THICK x 90'HIGH POURED CONCRETE P T.2xa LFnG'FR FOUNDATION WALL ON 10x20'CONTINUOUS CONCRETE FOOTING FASTEN TO HOUSE FRA`10 E ._- — — — — — — — W/(2)I/2"BOLTS @ 6°O—C.. 7r%� BATH LINEN WE L 2 2Xi26UNFINISHED FULL BASEMENT I j P.T.2x10 LEDGER---Y fL 9�7" 8�_9° 2�_ cJ'2w 3'7w I , FASTEN TO HOUSE FRAME 0 c0 + W/(2)1/2'DOLTS @ IG'O.C. ' II b _ v 1f- STORAGE u CLOSET CLOSET 10'DIA CONCRETES COLIC.F ES TO > - ^• - . - .. 1 \ / 20"DIA'DIG FOOT°CONIC FOOTING _ { o BOTTOMS TO BELOW FROST LINT. _- E } _ 5 ADUGG POST BASE W/5/8°ANCHOR Z TO P.ECEIVE G.G P.T.POSTS POST UP 'BM.PKT. (3)i 3/4 x 9 t/2"LVF.GIRT _ CLOSET I -Ca 3)1 3/4"x 91/Q' I (3)i 3f4'X91Y2'_ O - I I M LVL GIRT I LVL GIRT DM.P KT. YU51 UY 9'-5" —� B1 > ATTACH POSTS TO P,T.(3)2x 111 I L - 2 1 p / W/AC66 5IMP50N POST"CAPS ---- I 4'DIA STEEL LALLY COLUMN O 3 1/2"DIA STEEL.LALI-Y COLUMNS N \ / I { ON 1 2N30 x30"CDNC.FOOTING jjjjN 2'x36'x36"CDNC.FOOTING N r.' Cj under 4x6 COST UP to edge be m � / I II ! O ffVV -----.-.I--__- t e q I P.T.(3)2x10 N ® P.T.2.10 DECK JSTS(q16"O.C. 0 BEDROOM#1 PLAY ROOM BEDROOM#2 I II II r, X F M --3K2J -O-- 3K.2J --3K,2J--- -3K 2Jt DEPRESS T.O.F U r FOUNDATION I .- O \,/__-__---__ D 3 WALL TO FULL WALK OUT I O Y ` POST UP- / P.T.(3 2x10 / - Q z _ ¢} r ,_ — __ .. - CJ w Q co tC 4 2J -(nDs (3)1 f39"x 9 1/4"LVL heetler (3)i/34"X 71(4"LVL or(3)2x10 hdr Hp (3)1/34"x 91/4"LVL heatler \ / \ ro w n O I DE'RE55 T,O.FOUNDATION TYPICAL N a WALL TO FULL WALK OUT 0" 2'-O" 10'DIA.CONCRETE SONOTUBES TO w f ' 216 EX TER.WALL ON P.T.2x10 LEDGER 2D'UTA.'HIG YVDI"(;ONC.FUUI INS O"CONCRETE FROST WALL ON q Of a. @ ROOF RIDGE: I Ok2d'CONTINUOUS CDNC.FOOTING 12 I U, :FASTEN TO HOUSE FRAME BOTTOMS TO BELOW FROST LINE SIMPSON ISTA 18 STRAPS BOTTOM T OBELOW FROST LINE I 6"8 W/(2)I(2'BOLTS @ 16"O.C. I ABU66 POST BASE W!5/8'ANCHOR or Zx4 TIES.@ EVERY RAFTER I TO RECEIVE 6x6 P.T.p05T5 (3)1 314"x 18"LVL STRUCTURAL RIDGE BEAM 12 TCH 2x".6 2x6 COLLAR TIES @ 6'O.C. ROOF PITCH — 4e` f, r.T 2,,10 ROOF RAFTERS @ I G.O.C. ,PSI I„ W/5/8"COX PLYWD,SHEATHING 2,8 IAY ON LEDGERS FINISH WITH STRAPPING,q I/2°SHFFTROCK '1 4 ASPHALT ROOF SHINGLES I a I f 2xfl ROOF RAFTERS @ 16"O.C.. „D f INSULATE AS REQUIRED - t ATTACH P05T5 TO P.T.(3)2x I0 2x6 CEILING JOISTS @ I G"D.L. 2.10 RIDGE BRD 1'); \ `„ W/AC66 SIMFSON POST CAPS E 1 �Tll •�' I-L)PRICANE CLIPS P.T.3)2X10 ESE SEARED 2X4 STUD WALL.3HE , () DECOKATIVE COLLAR IF BEAMS � � I/2"COX.PI.YND.SHEAT@ 51L HOUSE 1 1 II SIZE AND LOCATION TBD -ALUMINUM 1UTT11*ON \ - Z WRAP 4 W,C.SHINGLES@5'EXP. \ / __----\ --____-\ ,y0 a t o.Plate for Porch rafters I . -- x8 FASCIA UP.ON 12"SOFFIT qY W J � 1 SITE ADJUST — -_ /__ - _ Plate height 3 6'-10' 61 (3)7.x8 HEADER - 6'-10 6'- 0" 3° I TO MaTCH 50FFIT5 - - - - I AROUND PORCH PEPJMETER 1 ..._-._ _. -...— (3)2x8 header - � F BEADDOARD Sim SON LCE POST CAPS OR ED. '---_' @ POST-HEADER CONNECTION - ) - TYPICAL; ' Z I HERMA-TRU FRONT DOOR. - EXTERIOR,STUD WALLS W/ N 4' U15ULAl ION,1/2'PLYWD. proposed J ff / SH EATHING,HOUSE WRAP 8 W.C. - @CONCRETE FOUNDATION WALLS: S TO BATH o SHINGLES@5"EXPOSURE o FOUNDATION/BASEMENT PLAN L E- n 50UARE(8x8)COLUMNS .COVERED - 1 uuNDRr1 FOYER PROVIDE AROUND FOUNDATION WALL PERIMETER.: I— FROM PORCH PORCH _ - `D 5/8"GALV'D ANCHOR BIOLTS @ MAXL .70"O.C., � Z BUILT AROUND I' _ THERMA-TRU SLIDING DOOK 45"O.G.ON'WALK QUIT FROST WAIL,6'-12"FROM G,G P.T.POSTS �.. __ 1/4„_1,_Bwr L.LI DINING 1 x4 DECKING ON P T Zx8 - END E RATES,USE 31"x3"x(4"PLATE WASHERS DECK JOISTS @ 16 O.C. 3 4°I PLYWD.SUBFLOOR ON O BOLT EMBENTMENT MIN.7° _ x _(ITSf f100( J 2x 2 FLOOR JOISTS @ I G'O.C. 1 x4 DECKING ON P.T.2x O Gy�OVID pOjTOMiDM p-(2)#4 KEBABS DECK JOISTS @ 16°O.C. �' _- _ _ _ fITSt fI00r HEIGHT OF END.WALL _-P.T.(3)2x8 I C COWN.(3)#5 REBAIRS IN FOOTING h �( Q 1� NG (2)2,r12 C W 0 SIMPSON ACE POST CAPS v 'n' -- top of foundation - - 0 m @POST-BEAM CONNECTION '- - 31314"x 91/P`LVL GIRT - -- M j ;,T.2x8 LEDGER J P T.2x6 SILL PI.ATE W/51A'ANCHOR () P.T,(3)2X10 existing grade rev To nou5f FRAMs BOLTS @ MAX.70"O.C.$6°12'FROM FINISH WITH STRAPPING q 1/2"SHEETROCK P.T.2x10 LEDGER - J _ - �P5reN TO HOUSE PRANG � Z ---END-OF('LATES,USE 3`x3"x 1/4"PLATE OR SUSPENDED CEILING IM 11P--@ la- F.T.6x6 POSTS P.T,6x6 POSTS _ WASTIER6,BOLT EMBENTMENT MIN.7" ATTACHED TO HEADERS C °�� ® O ATTACHED 10 CON.SONOTUBES W/ f -1 L"; ICI 1I I (3)1 f34'x 0 ilb"LVL header WITH SIMPSON AC POS7 CAPS I-� ABU66 POST BASES W/5!8°ANCHOR =III - (2)#4 PdBARS W/IN 2"OF TOP 1 L 10'DIA.CONCRETE SONOTUBE - - (2)#4 RFjBARS @ MID-HEIGHT qa ANDERSEN DH.WINDOW, Z ON CONCRETE 24'DIA.'DIG FOOT'FlG. -III ® OY BOTTOMS TO BELOW FROST LINE ` - BEDROOM#Z — ® Z P.T.6x6 POSTS ® O1 O TO[SATH 3 1/2°DIA.STEEL LALLY COLUMNS i 2x6 EXTEK.WALL ON ATTACHED'TO CON.66 POT BAS MM U- OPTIONAL WITH SIMPSON ABU66 POST BASES (2)#4 KEBABS W(IN 2"3' STORAGE UNDER STAIRS ON 2°x3Dk30°CONC.FOOTING OF CONCRETE FROST WALL ON 1 ON20"CONTINUOUS CONIC FOOTING OF BOTTOM _ - FP. _ _ basement floor U ' BOTTOM T OBELOW OST LINE existing grade w (3)#4 KEBABS W/IN 2"_3• I O'THICK 90 HIGH POURED CONCRETE OF BOTTOM FOUNDATION WALL ON 10 x20 CONTINUOUS L 4-THICK POURED CONCRETE SLAB FLOOR I - L l CONCRETE FOOTING ON G MIL POLY VAPOR BARRIER OVER ON WALK OUT FR05T WALL ~ CLEAN UUMYAOI EU GKANULAK BASC P.T.2x6 91LL PLATE W/5/D"AIJCI TOR = - I C"DIA.CONCRETE 50NOTUBES Aw BOLTS 45 O C.Y 6-1 2"FKOM r- PROP.FRONT ON CONCRETE 20"DIA,'DIG FOOD FTC. PORCH ADDITION END OF PLATES,UST 3 x3'x'/4"PLATE DATE: 06/14/2018 (2)#4 REBARS TOP d BOTTOM WASHERS,BOLT EMBENTMENT MIN.I" TO EXIST.FOOTPRINT a 06, ,I 32'-0" I�_9w � 1 / SCALE: AS NOTED PROP.W000 DECK ADDITION Lf'l I ��g DRAWING#: S1 TYPICAL CROSS SECTION TO EXIST.FOOTPRINT A - 3 } _ I _ Hi Le 51r1FNGF w V V , IMPN5fVLL MA AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone SUMMARY of CONSTRUCTION REQUIREMENTS _ Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1) SHEARWALL PANEL NAILING SCHEDULE 0Q 51-ANPAl,P FP\AMING CONNGC110N 1PFQUI.P\W%T5; 1.1 5COp> WAIL CONNEC110N5 — WINP 512FFP(3 SEC,GUST) 110 MPH X LAIFPAL(#I(2d COMMON NAILS) 2 X 5 WIND EXPOSUFE CATEGOFY P X NON LOAPPFARING WAIL COMMON 6 /52"PLYWOOP NAILED WIM 8d COMMON OF 6A VANIZEP PDX NAIL5 AT F® rOLLOW I?FQUIP\F.MENf5 Or-TA3LE 2 PpOM MCM MANUA 12 6'O,C,AT THE EZE5 ANP 1211 O.C.IN THE FIELP. LA11 FAJ (#16d COMMON NAIL5) 2 X co 1,2 APPI-ICAPLIVY LOAD PEI PING WALL OFCNINC45 q f%2'PLYWOOP NAILEP WITH 8d COMMON OF 6N VANIZFP PDX NAL5 AT FLQOP C01\15TFUCTION FrQUIPEWNT5 NUMPFF Or 5fORIr5 2 5TOPIE5 :5 2 5TOPIE5 X HFAPFP 5PAN5 10 ft 0 in,S II-ft X V 12 4"O,C,AT THE EZF5 ANP 12"O,C,IN THE FIELP. - -- -- - POOF PITCH 6;12 S 1212 X 51LL PLATE 5PAN5 ILO Ft O In,5 II-ft X 5 E MEAN FOOT HEIGHr 16 ft 5�5' X FULL HFiCt-rr 5TUP5 4 X 3 %2'PLYWOOP NAILEP WITH 8d COMMON OF CALVANIZEP PDX NAIL5 AT FIP>f TWO JCIST 3AY5 Or TI-I,:rL00P rt;AMING rPOM FACN GABLE ENb _ TO r3r PLOCKFP WITH TJI rLOCKING Op 2x LUMI3EP+R ON CFNTFP FOP PULPING WIPTN,W 32 ft 5 80' X NON-LOAD BEARING WALL OPENINGS 12 3"O.C,AT THE EPE5 ANV 12"O,C,IN THE HELP. Uj THE LENGTH OF THE J015f, SHEATHING TO 3F NALEn IN ACCO02ANCr DUILPING LENGTH,L 40 R 5 80 x HFAPFF 5PAN5 9 ft 01,%512-ft x 2: IL-; PUILPING A5PECf PATIO(L/W 125 I :5 5,1 X 51LL PLATE 5PAN5 9 R 0 In,512-ft X NOTE:FOP PLYWOOP NEAP W1-5 L15TP ADOVE,8d COMMON OF WITH fADLE 2 (8d NAL5,6"5PACING AT THE E126E5 ANP 12"SPACING IN NOMINAL.HFICK OF TALLF5t OPENING 6'8"5 6'8" _X FILL I-IEICK 5TUP5(NO,a 5PIIP5) 4 X GALVANIZED PDX NAIL5 -(0,151 x 2Y211), GUN NAIL5 MATCHING THE NAIL w Tr1F FIELD) FXTEPIOP WALL 5HEA1HIN6 TO FF5I5f UPLirf ANP SHEAR SIMU TANEOUSLY PIAMETEF AND LENGTH MAY PE U5FP A5 A 5 V51111.tfE. ®? 1'5 FFAMING COHNFC110N5 MINIMUM PUILP%PIMFN510N(W GENEFAL COMPLIANCE WITH FMAMING CONNFCTION5 X HFIGHf Or TALLE5T OPENING 6'8" 5 6'8" X NOTE:ALL PIYWOOb TO PF PUN VFPPCAL FROM 51LL PLATE f0 AT LL' FxrEpiop wA.I:PrQUIPEMENTS: --- 5HIFATHING TYPE W5P X LrA5T 2"INTO THE 5ECONP FLOOD PDX ON TWO 5TOFY PIIILDING5 OF TO 2.1 FOUNPA11ON FPGF NAIL 5PACING 6 In. X 1HC DOUBLE TOP PLATE IN 51N6LE 5TOFY PUILPIN65, USE 2 FOW5 OF ALL FXf F\IOP WALL 5fljP5 TO Car 2x6 AT I6 ON CENTrp, THE 190U3LE FOUNPA11ON WALL5 MEET PEO.Or 750 CMF 5404,1-CONCPETE X FIELD NA11-5PACIN6 12 In. X NAIL5 5FACFP�?"ON CENTER 5TAGGEPEP AT THE TOP ANP POfrOM OF 'r0P PLATE5 ON THE FXtPIOF WA15 fO NAVE A MAXIMUM 5PLICE LENGTH 5HEAP.CONNECTION(#Ibd/ft) 3 x EACH PLYWOOP 5HEEf KF FIGURE 4 IN THE CHECKLIST, NO. REVISIONIISSUE DATE Or 4 FFFT ANP 5PLICE5 TO 3E NALET2 WI'rH 16-I6d NAL5 IN ACCOrPANCE 22 ANCNS?AGE TO rOUNPAIlONI,3 PEPCENT FULL-FEIGI f SHEATHING 55% X WITH W2 6 IN THE WFCM 110/13 300KLEf, 5/8"ANCHOR POLT5 IMPEPPEP OF 5/8"PMOFPIFTAFY -57 ror OPENINGS >6'8" X _ MECHANICAL ANCHOP5A5ANAITFrNATIVEINCONCFETEONLY NwxIMLIM01,11tPINGPIMFN510NQ) SOLE PLATE CONNECTION SCHEDULE HEIGHf OF TALLEST OPENING 6'8" <6'B" X WOFrpAMINGPEQUIITMFNf5 POLf5PACING-GENEFAL 45 In.o,c, X 5-EATHIN6TYPE W5P X PROJECTADDRESS: PO1_r5FACIN6rPOMEN12/JOINrOFP1_AIE _9 In,56"-12" X ED6ENAIC5FACIN6 4 In, X _ CONNECTION TO FLOOR RIM BOARD n MT Fr,CONNECTION rO 1'HF TOP PLATE M? QUIP-5 51MP50N H2.5A Eaf FMrEPMENT-CONCPFTE 2 In,z I" x FIELP NAL 5PACIN6 �2 In. x HUKFICANE 0 P5 WITH 2X BLOCKING 3FTWEEN J015T GAY5 TOE NALEP TO PLATE WA51 EP (FIG 5) Z 3"X 3"X X 5FEAP CONNECTION(#16d/ft) X WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 'J9 PANCF,0FT Cp, VHF FAFTEC?AW fOP PLATE WITH Y-IOd NAL5 PFp 3AY. IF P OCKI%15 PFFCFNf FULL-HEIGHif 51-EATHING 44 % x 3rl FLOOFS -5% FOR OPENINGS >6'8" X � (3)-16d COMMON NAILS PER 16" W' �A�NSTA�L F' � NOT PE51FW,51MP50N H-IOA Op H-14A HUPPICA rE CLIPS CAN 3E rLOOF rpAMING MEMPEF TAN,CFECKR9 x 12 WALL(.LAPPING 5U6511TUTrb AND IN5TALLFI'7 ON FVFPY FAEfEP WITHOUT N1 OCKING; Al MAXIMUM FLOOF OPENING PIWN510N 12 ft 512-ft X FAIFPFOP WIND SPEED? X CI.IpS f0 I3F INSfkt IN A.000C?i9ANCE WITH SIMPSON pEQUIPEMENTS, FILL HEIGH WALL 5T1IP5 AT FLOOD OPFNIN65 "^ APA POFrA.WA-1-5 ANP/OF WINP PE51GN 5HFAVWALL5 U5Fr) NO 4 12 (3)-16d COMMON NAILS PER 16" LE55 THAN 2'FPOM EXT FFIOF WALL X r MAX,FLOOF J0I5f 5rT13ACK5 5UPPOPI1NG FOOF5 — 5J C01L-LA:11�5 A' pFQU'F 7 N TNF UPPFr TN Or THE p00F TEpS LOAF REAPING OF SHEAF.WALLS N/A ft 5 d N/A FOQF FFNOING MEM13EF 5FAN5 OfCKEP? x 3 12 (4),-16d COMMON NAILS PER 16" ANP 9 TO 3F N&1r12 WITH C 5) IOd NAL5 PEP.51PF Op U5E 51MP50N MAX,CMVLEVEFEP J0155 5UPPOFTiN6 FOOT OVEPHANG I R 5 5MALLFF OF 2-ft OF L/3 X L5fA 18 5TFA'5 MOM P.AFTrp TO Mi-EP OVER THE Pl%f POAPrP. LOAl2 BEARING OF 5HEAR WA15 N/A_ft:5 d N/A TP1155 OF PM1'rP CONNEC11oN5 ar LOAD PE�PwG wA Ls CONNECTION TO CONCRETE FOUNDATION FLOOMPMACINGATFNPWA,L5 _ X _ PPOPPICTANCONNFCTOFS FOOT SHEATHING fO 3E NALE12 U51%8d Op EQUIVALENT NAL5 6"ON FLOOF SHEATHING TYPE X UPLIFT U- 536 plf X FOUNDATION SILL PLATE CONNECTION TO CONCRETE 3. CFMFF,AT T1f WCAF5,6"ON CM-Fr IN TNF Flr_ tR THE FIP5f TWO PAYS FIooF SHICATHwG Tr11cxNE 5 3/4 In. x LA1 FA L= 176 pff x FLOOD SHEATHING FA5IENIN6 SHEAF 5 7Y f X PIAANCtIOR DOLT5TIT 4n"O,C,. 13r WF N FAFT 1P5 AFT PEQUIpEt7 TO PF 13LOCKFI?4 FEET ON CrNtP AT 6 d MI-5 AT 6 in,FPGE/ 12 In,FIELP X MIDGE 5TF.A'5 CIF COLLAR T1F5 NOT USED) T= 276 pl�f X I CR�'V I F — NOTE: WGY 0 DOLTS PeF PrNG�D/60Vr TO'DE e„DI�MLfirP A30� ENGINEERING AI.LGAI3L-FFNnS PEP MrNJFCM, GPJ3LEPAKEOUILOOKEF ft55MALLEFGF2ftOPL V 1/2 X STrrL�NGnO�DOLTSWTrr3"x3"x "PLATrIVA�ne15W7n7"MINIMUM 4.I WALLS TPU55OrFAFTEFCONNEC110N5ATNON-1-0APPEAFINGWALL5 r"MorPMrNrWroGONGRErf.. CONSULTANTS L IMI I A110N5 ANP CONITFACTOK SPONSII3ILI"11E5 WALL HEIGHT FFOFFIETAI:Y CONNECTOFS -I-I.dA- -- LOAPPEARING WA15 9 ft 510, X UPIIFf N/A n NON LOAP3EAPING WALLS 15 ft 5 20' X LATEMAL(#Ibd COMMON N/A NAlIS) 1279 MILLSTONE ROAD P it CONfFACTOF,MU5f.ErEr TO THE TAPI_E>ANP FWMW WITHIN TFIE WALI,5TUP 5PACIN6 16 in.in :524"o,c, X SH EARWALL �'ONS`TRU�'iTl®N WFCM 110 MPH EXP05UPF P 30OKLEf FOP ILLU5TPZAT10N5 ANP DOGE 5HEAINWG TYPE W5P X BREWSTER, MA 02f>31 WALL STORY OFFSETS N/A ft <_d N/A FOOF 5HEATHING THICKNE55 7116 In,?1/16"W5P X (774)353-2144 PEQU,r MENTS DISCUSSED AJI11 IIN 1HI5 SUMMWY, AL CONNECTIONS ANP 4;2 EXTEFIOP WA I53 FOOT 5HFAIHI%FA511 NINC4 8d 6/6 X ENDPAG ELLS TO HAVE POt13LE TOP PLATES AM7 PnITPLE 2X 511 P5 AT EACH HALING MU>r MFF1 11 Ir prQl-IIYFMENTS NrpEIN ANP AS ILLiaSTPATEn IN NOIF5. THE POOKLFf IN OPPrr TO 13E IN COMPLIANCE WITH THE 3UIL191N6 CODF, WOOP 5TUP5 1,IH15 CHEC.KLI5T 5HALL PIE MET IN Ifs ENI1PETY TO COMPLY WIM THE PWIIFEMFKIT5 OF 2-FACE NAIL P TI-F CONTP.ACfOn 15 ff5FOH513LF TO%5UPF Al CONNFC11ON5, -OAPI3EAPING WALLS 2 x 6 9 ft O In. X 980 CMP 5301,21.1 ITEM I,IF THE CHECKLI5T 15 MET IN 1T5 ENIUTTY 1I-EN THE FOLLOWING OU6LE 10P PLA1ti5 W/ 16d NAILS Al I6"G,C, NON-PEPPING WALL5 2, 6 - 15 R 0 in. X METAL 5TFAP5 ANP HOLP POWN5 A;E NOf MQUITP PEP THE WFCM 110 MPH GUIPE: NA IA\1G,ANP A>ICHOF,1301-f5 PkT VISftr TO TW IN53PFCfOP'AT THE 11Mr GABLE FNP WALL PPACING 3 NAILING OF SHEAINING TO PE CONTINUED APOVE AND P IOW Al OPENINGS IN a,511'.EI-51YAP5 FEF FIGURE 5 Or THE FFAMING IN5PFCT10N/FOUNPATION IN5PFC110N,THE CULL HE16HrPN12WALI 5TUP5 x k 20 GAGE 511W5 PEP FIGUMF 11 SNEARWALL, CONII2ACTOP ML15T PVFPFNCE THE 51WP ON 5TPONG 11�C-2014 GYPSUM CEILING LENGTH 100 % ?09W x UPLIFT srFAPs PEP FIGURE 14 I X 3 CEILING FUFFING 5VIP5 @ 16"5PACING WITH 2 X 4 4 ATTACH POLME 2X 5TUP5 AND PUILf-UP COFNCF 5fU25 AT 51-fEAFWALL ENP5 WITH CATALOG FOP ALL 5frW,HANCAp,ANI9 f F N5TAI LAVON prQLIII\EWW5 d,A-L 5TPAP5 PEF FIGURE 17 w saoe� FLOCKING @ 4 ft,SPACING IN ENP J015T/11'.U55 PAYS X (2)Ibd NAILS AT 6"O.C.FOP ATTIC/SECOND FLOOR SNEARWALLS ANP(2) Ibd AND LIM.ITAT10N5, TH15 POCUMFNf AN12 fHF AffACHM%f5 A5 WELL A5 A --- COFNFP 511P HOLD POWN5 PFPFICUPE 18AANP FIGURE IBL3 POUNi TOP PLATE Z, NE POrrOM SILL p A E IN EX EFIOF WALLS SHA L 13E A MINIMUM Z IN,NOMINAL NA1I5 AT 4 O.C.5TA66FFEP FOP FIP5T FLOOF 5HEARWALL5, d COPY OF THE WFCM 3OOQ f MU5f ACCOMPANY Al 5E5 OF PLAN5 5FLICE LENGTH 4 ft _x _ THICKNE55 PFEsSUPE RE GFAP ATEP#2 F, 5UPMITTEP fO THE 3LIII-PING DFPAIPfMFNT ANI2155UEP fO ff SPLICE CONNECTION(#16P COMMON NAIL5) 16 X �;SEF CHECKLIST%FAMWA-L CON5TFUCTION DETAIL FOP 5HEAMALL CON51PUC11ON KING AND JACK STUD REQUIREMENTS � /Xs f CON11',ACfOp/5Uf3C0N17ACfOF5 UNLC55 THE PLANS AM UPPATFP WITH NJTE5 AND DETAIL5 THAT P,�FLFCf rHE prQUIPFMFW5 5fAT I2 IN M15 THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED BY_DAN_15PEAK11AN GOA✓aTP, AND WAS BASED ON THE FLOOR #Or KING AND JACK 5TUP5 AT OPFNING5, U5F 2K,IJ IF NOf XJ POCUNTNf AND ATTACHMCNf5, PLANS AND ELEVATIONS'PROVIDED. ANY CHANGES TO THESE PLANS OR FIELD CHANGES MADE MAY RENDER THE XK, NOTED O1HFIW5F REQUIREMENTS OUTLINED IN THIS DOCUMENT NULLAND VOID AND COULD RESULT IN NON-COMPLIANCE WITH THE lore#: Ts-oat SHE" DATE: D613-2018 REQUIREMENTS OF THE WIND DESIGN. C,S . _ — —- --- — -- SCALE: NONE 1 i i I - - - - - . I CHECKLIST SHEARWALL CONSTRUCTION STRUCTURAL RIDGE BEAM \ SHEARWALL HOLDDOWN SCHEDULE - -- - --- --- W 1.FROM.TABLF510 M1911 WFCM MANUA,110 Mr'H FXP:B ANn LOCA11ON of wA L SECOND FL RAND INTERIOR HOLDDOWNS FOUNDATION HOLDDO _ 5tATHIN6ANC BUILDING,k,KCfPATIO,C2ETFPMINFFRFCENrFULLHEIGNr5WATHING --- ANn NAIL SPP�CING RFGUIPEMUN1"5 LSfA STRAP @ I6"O.C. (PER GSN) (1) -C516 Coll,5TRAP W/(�BdN x 2%2 LONG) NAL5 WITH 5TFff APPUUP HP U+512525 W/5511320 ANCHOR 13af FL BEFOM POUR.ATTACH fO FOUNPATION 2.W007 STPLICIUPAL PANULS SHALL BU MINIMUM TNICKNU55 OF 1/16"ANI7 6U ROOF 5{ ATNING 121PECTLY TG ZX FRAMING MEMBEP PROM _ F OF TIC NUMBED.OF NAIL5 SPUCIFIEI? ®W/APPWCABLE ANCNORMATF;USE COUPLED NUT BETWFUN ANCHOR BOLT ANI2 y" I ISr LE 7 A5 FELLOWS: AT EACH ENf2 OF 51TAP, CUT SMALL SI OT IN FL00 ATHING AN7 ATTACH 51PPJ TO 11 pUAt2U 2 R02 INTO NOLI2 PIYJGE POMP/BEAM sl (�) 'IOd NALS LVL BEAP.4 OF LVL BLOCKING IN BETN�EN fJl FLOOR J015 FLOOD FRAMING C ELOw. CONNUCI" LOCKING TO f JI J015T WFBS W1N NUS 412 FACE M0 CEP. PROVIC7E 5TH1214 FOUNPATI 01,170WN SWAM FOR A'A POP1"A,W&I,5,5EU Tf-100F FOR a, FANFL5 5NA.L BF INSTA.LE7 WITH SIPENGTN AXIS PPJZALLEL TO STUI25 f \ (1`; UACN ENI7 I A2I211ION N5VUC110N MTAL5;ATTACH Hat20WN5 fO FOUNt2A1oN FORMWORK l J BACKER BLOCKING IN TJI J015f WFB PER MANLFALIUPEP'S SPECIFI(ATIO 1M POFRIAIF ANCHORMAT5 PRIOR fO FOLD. b;A L NORI7_oNTP JON75 SHA L OCCUR bVER ANi2 BE NAILEn 1 O FRAMING, O(2) -C516 COIL 51PAP W/ (26) 8d (0,151 x 2%2"LONG) NAL5 WITH 51RA'APPL + + + 2 t71PUCTLY TO ZX FRAMING MEMBUPS.PRGVInE HALF OF 11 NUMBER OF NALS SPECIFIFJ 'U,SYJ52,5 A7TALI Y7 TO 6x6170UGLA5 FIR P05T W/ SBIx30 ANCHOR BOLT PLACF7 ON 51NCd.E yTOPY CON51 UC 10N,PANElS 511W.1,BF A rACNFYJYO BOTTOM + + + + + + PLATES ANb 1OP MUMBEF OF 11dr POUR E TOP PLATE f — AC EACH ENYI OF STRAP. CUT SMALL SLOT IN FLOOR SNUATNING ANn ATTACH STP.AP TO BEFOG POUF,ATTACH 70 FORM WORT WITH APPUCAI3LF PWCN01'MATE.USE CM I" E ALTUPNAIU LVL BEAM OR LVI BLOCKING IN BFTWMN 7Ji FLOOR J015r5 IN FLOOR FRAMING OW, C M NUT BETWMN ANCHOR BOLT ANP I"TNPEAMP RGO NfO HOEDOWN, CONNECT P�LOCKING TO TJI J015f wi ly W1111 IU5 412 FACE MOUNT HANG , ROVII2E d,UNTWU 510PY(UN TPU(110N U PER PANLL�SHALL! A1IACNE�101NE ���ROOF PPFTFR PEP PLAN TOP MEMBFP OF a-I IFPEP POUBLF TOP PLA1F ANP TO BANP J015f AT BACKFP BLOCKING IN fJl JOi5T WFB PEP MAN1 FAC1UMP'5 SPECIFI ON5, PANEL tPPEr AffA(NMFNf nF LoWGP PANEL%VLL Of MA12F TO Bo rrnM aA --- - M, P J015T AMP LOWED ATTACHMENT MALT To LOWF5T PI-At A7 FIP57 FLOOR / ALTERNATE:AffACH OPP051N6 PMV5 FPNv ING, BELGW PIP6C BEAM OR RIf2GE WARP WITH 2 x 4 LEGEND COLLAR 11U A5 5N9NM, P176F 5rF.AP5 NO - -j e.HOPIZONTAL NAL 5FACING AT POJME for PLAITS,BANP J01515,ANr PFOUII�YYI MN U51N6 A COLLA?11U, GIVrP5 SHALL BE A t70UBLF POW OF 8P 57AGGFPEP AT 5 INCNE5 ON CENTUP � 51-fAPVVALL TYP 0 1 5KAFW&I-NOLPPOWN TM 1 P p��FOPAW�SH KNI-I LL, CONTINII�TO 5 OVA ANn SLOW PER I'IGUPE5 BELOW:VEP11CAL ANn HORIZONTAL NALING FOR PANEL 1 � Op�NING WITH NPJUNG ACC01't71NG TO 51'ECIFI�b ALI TYPE, Af1"ACHMFNr RAFTER TO TOP PLATE // O I " L GI;IJLINE --Ej-- SFIEAPWALL X K,X J #OF KING ANt7 JACK 5TUC75 A1"01'�NINGS -- VEPrIGAI-AND tIOP17-ONT41-NAILING POP PANEL ATTAGriMENT U PROFILE VIEW -- APA APA PORTAL WALL DETAIL (NOT TO SCALE) 1,IHEN TYIIS fo&ff l?ES7-�5 ON - - (SUBSERVIENT TO APA TT-1 00F BY THE ENGINEERED WOOD ASSOCIADOM ® 0 PKAMINC�U5C 8d NAILS Al 6"o.c. ROOF 51EA 1iING FDGF HALING ------\\ LL rP1111A 01 -- --- 2X B OCKING 3ETWFFN DOU�'LE TOP PLATE— PIMi�OAPD PILLED kmV5(NOTCH FOR - ED) NO. REVISION/ISSUE DATEIFl7/N.3"Xl l/4"r1A1>�P OK A5 SP�cIFI Mnr TO AP,CHIIECIUPAL mvrca vevry ro vL,w vaz�ecmn,neroeR erctirzenenErs� TRAP u� PLANS FOP MOPE INFO) L 24 5r1?AP(IN51DE PAGE O I (IN51DE FACE OF WALL) WALL) EPTO(2)2� (Z)2sG NEADEPTO(2)2 l=A5T1=NTOPPLArETO PROJECTADDRESS: N z o hf1=ADEP W/rn(2)ROWS OP 16d 1 u` r PA5TfN--1 AT TO 17E,1l�Ex' „ u 5lNKL P NAILS AT 3"O.C. W17 h 8d COMMON 01' D POP A PANEL SPLICE ro �° DOX NALS IN 3"6PlD T_ (l! NMM)),PANEL 39�AMCpOff CF, v AS SPIOWN AND GIN ALL �7>6�5 517ALL f�� Z PAMING C5 DS,DLOGKIN6 i1ND DLOGKED,AND ZxG PPAMlN6 W.13Flf?N51�3�� 11/A u N2,5A(INSTALL PPIOP TO "STPUGTUPAL 5/LL5 P. BLOCKING AIJi7 C?LYWOGI2 OGCLI)?W1TI1/N 29"OF 70UBLE ZX TOP PLATE 5LOCKIN6 ALTERNATE:NZA PA1JC'L Sfi�ATC1/N6 �Elc�,Wrl- F FALL.MIN,2"x2"x�/�'PLATT WA--H,-' tt1ALL t STrIDl4 i70LDOWN t . ...... ABUAM NNLED Wlrh 6d (IF SHOWN ON PLAN) DOUDLELD6E 14 5T>1Dl4IIOLD SINKERS G,tN�l - NAIL SPAGlN6 / 0 6 0 / —5/a"DIA.hNGl10P DOLT. , ELEVATION VIEW (I"MIN,EMDEDMENT) Poop PAPTEr M I K E IU Z I E �— ZXBL.ocKwGGETVvFEN PEPPLAN ENT FRAME CONSTRUCTION DETAIL (EXAMPLE ONLY, NOT TO SC ) ENGINEERING PPFIUP5(NOTCH FOR \ CONSULTANTS VENLATION IF 1TOUIMP, U%F NAILING Structural civ7 enWronmenEal 2 o PEFEP TOAPCNITECTL PL Ft_ GM PL/GC�(lJ ST �L 'x 1r,W/(2)LVL- Ilg' GON57 K(U N N07 5. I / z ° a PLAN5For MoFr INFO.) 1279 MILLSTONE ROAD; o PPOVIDE PLATE AND PPOVIDE PLATE rf�N�L MOMENTGONNEGTION. TUDE5T1E LP05T5. P05T5TlOAI BREWSTER, MA02631 jl w AND MOMENT tV o b I=AC,0CA7OP To N ° PROVIDE DETAlL \ CONNECTION. DE ATTAG nED To cONct rf (774)353-2144 Q �ADKIGAT O FOUNOATION MTN(4)-'"T17PEADFD n POUN F 2X TOP PLATE a PPAMINC�MEl'MDEPS - ( \\\ PPOV "DETNL POO WIT1 J 51MP5 SE T ET EPDXY o EDGE INTEh'I lEI>l,9TE L„ 3 Z„ WITYI l5"MIN,EMDEDMENr, r=Lrrc,n p1_Are o)Srel=L Z x rl^U✓i(2)L -°x rr8 'o N2,5A(INSTALL PPIOP TO 1155 P05r A5 5PEUPIEID 2)COLUMNS To OE 5PL1T AT DENT BLOCKING ANn FLYWOOP h55 P057-A5 LOCA1 IONS AND 5/4"PLATES TO 5 FATNING)ALTUPNATE:N2A Zx STUD E PI -F AS SPEcIPI D DE USET�TO CONNECT COLUMNS N \ ° 7-0 r5�iffli�l 7-0 J"Min GONNEGTION.POVIDEMOMEHT I DASE PL/ITE A5 3)GONTPAGTOI.'TO VEPIPY ALL 0 0 0 0 o o ° ° ° o �`0 5PEG1FlED DIMENSIONSPPIOPTO 3I— a CONS—PUGTION.min PANEL EDGE PANrL 8 \ DOUBLE NAII EDGI SPACING Df TNL i \ UOB#: 18-041 SHEET',. DATE: 06-13-2018 C S i SCALE: NONE as t P i r f I LEG END D SYSTEM DESIGN: 4" SCH40 VENT WITH 99 - EXISTING CONTOUR \ STE M PRO FILE ALL SYSTEM COMPONENTS SHALL BE CHARCOAL FILTER AS S �( MARKED WITH SHOWN PLAN VIEW X ss.1 GARBAGE DISPOSER IS NOT ALLOWED H MAGNETIC TAPE OR EXIST. SPOT ELEV. PITCH BACK TO I COMP SAS d ARABLE MEANS a „ FOR FUTURE LOCATION. ilro PROVIDE MI NOT TO SCALE R a E N. 20 DIAM. WATE RTIGHT NO LOW POINTS. o 99 PROPOSED CONTOUR EXISTING 3 BEDROOM DWELLING ACCESS COVERS TO WITHIN 6" OF FIN. GRADE H-20 CAST IRON COVER TO GRADE �z 2" PEASTONE OR GEOTEXTILE n O{e o o I p 198•4] PROPOSED .SPOT EL. DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD � FILTER FABRIC OVER STONE 6 Wa Lane � 56.0 MIN TH1 USE A 330 GPD DESIGN FLOW MINIMUM .75' OF COVER OVER PRECA ST 2% SLOPE REQUIRED OVER '- ' Q ER SYSTEM 59.8 62 PRECAST H-10 NOTE: 2" MIN. A T HOLE WALL TES H RISERS (7YP.) PRECAST H- 10 MORTAR ALL Co e -�} cod Y - B P 2 s3 BLOCKS THICKNESS KS OR T I KNES I S REQUIRED R 1 I ED SEPTIC TANK. 330 GPD 2 - 66O RISERS TYP.. COMPONENTS ( ) „ Co �•{•. 53.3' 2•� PRECAST RISERS Community „ 4 �SCH40 PVC TYP. 2� SLOPE OF GROUND ( ) ,.: 1 MIN. SUMP - Co .. H 20 Ga7Te Ile e ..: PIPES LEVEL 1ST 2' 9 USE EXISTING 1000 GAL. SEPTIC TANK 12 MIN. INT. DIM. N TE 4' , 0 S 2' INV'S 58.0 4 Pond �ENDS E L.�0 UTILITY POLE ADD 1500 GAL SEPTIC TANK PUMP CHAMBER COMBO 10 14~ ;y BETy SIDES 59.o Locus y TEE TEE 51 .9 10 ' EE 'o�o�o�o a 1. DATUM IS NAVD 88 o 0 0 0 °°. <. .0000e°o .. ..a'. o°o°°°° 0 G.. TEE 1500 GAL H-10 �I�O� C! �'��� o°o oao E31 - � r O z C cVi FIRE HYDRANT LEACHING: ° ���� O ���� ° f SEPTIC TANK PUMP o°°°o°o° 000 0 0 0 0 0° "EXISTING GAS BAFFLE *cJ / o000000000; °000°o°o �',���00��,�00 °°°g°a Do�o DDo�Do Do E of Duo ,00g°o°a° 2. MUNICIPAL WATER IS NOT AVAILABLE � � - 2.0 CHAMBER o0000 0 0 o WATERTEST D'BOX O O O o oo° ° o 0 0 0 0 0 0 0 O O o O O O O o O O o 0- RA � o 0 MAY APPEAR IN D WING o 0 0 0 0 of o o I 0 T SYMBOLS n NOTE: No ALL SIDES: 2 27 + 12.83 2 .66 105 GPD SEPTIC TANK o 0 0 0 �p OLl E�O� o °o 0 0 0 ° BASEMENT EL 52.3 - FOR LEVELNESS N > o 0 0 0 0 0° " o 0 o O O O o 0 0 0 SEE o o o DETAIL BELO o o' o W oo ° ° „ 0 0000o � 000ioo 'o 0> o 0 0 0 �I�� o o ��000® o 0 �0������ 3. MINIMUM PIPE PITCH TO BE 1 8 PER FOOT. ° ° / ° o 0 _ ° ° o 0 0 0 0- o 58.27 ° o ° ° o 58.10 °27 x 12.83 .66 228 GPD . .. o BOTTOM 56.0' ( ) n o 4. DESI GN Lo: DING FO R OR ALL PROPOSED -� OS D PRECAST UNITS J O'+•O O O O.O OO O'O 77 OO O,O O.O`O �O�O` .� O O O O O O 0 0 0 0 0 0 0 0 0 O`O 1. O O O O O O O O 0 0 0 0 0 0 0 0 0 0 O O O O O 6 505 S.F. 333 GPD o 0 0 0 0 0 0 00000o TO 00000 BE AAS TOTAL. o O o o HG' H- 0 H-20 SAS) e 0 0 o n n - o n o o n n 0 0 ) H 2- O 500 GAL. LE U- - - ACHING CHAMBER BY ACME PRECAST OR EQUAL. Q o ' - - R 3 4" �1 1 2 DOUBLE WASHED STONE/ TNE4 MIN. 2 UNIT S REQUIRED IRED d. O Q R ALL AROUNDe PRECAST STRUCTURES 5. PIPE JOINTS TO B c E MADE WATERTIGHT. I USE 2 500 GAL. LEACHING CHAMBERS (ACME �,; EQUAL n 6" CRUSHED STONE OR MECHANIG�L Service v ( ) ( ) � OVERALL DIMENSIONS TO OUTSIDE OF STONE: 27.0 '0 X 12.83 ' COMPACTION. 15.221 2 WITH 2 OF STONE BETWEEN UNITS AND 4 STOf�� ILL AROUND ( � ]) 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CM R 15.000 (TITLE 5.) L i llll - OCUS MA P 2 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ( SLOPE) ( 1 7. SLOPE) BE USED FOR LOT LINE STAKING OR ANY OTHER SCALE 1"=200o't 1E ti SEPTIC TANK PURPOSE. / H-20 45.0' BOTTOM TH-1 f FOUNDATION- EXIST. SEPTIC 5 .53_ ___ ' LEACHING No GROUNDWATER FOUND C TANK _ _ PUMP CHAMBER D - B©}, 12 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 ASSESSORS -I MA ____ _____ ___ FACILITY PVC. RS MAP 216 PARCEL 2 1 APPROVED DATE BOARD OF HEATH *THE INSTALLER SHALL VERIFY THE s. .coMPONENTs NOT To BE BACKFILLED OR CONCEALED LOCATIONS OF ALL UTILITIES AND ALL WITHOUT INSPECTION BY BOARD OF HEALTH AND LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA BUILDING SEWER OUTLETS AND PERMISSION OBTAINED FROM BOARD OF HEALTH. OF MINIMAL FLOOD HAZARD AND .0.2 PCT ANNUAL CHANCE ELEVATIONS PRIOR TO INSTALLING ANY FLOOD HAZARD AS SHOWN 10. CONTRACTOR 24"0 CAST IRON C CTOR SHALL BE RESPONSIBLE FOR CALLING ON COMMUNITY ACCESS FOR ROUTINE MAINTENANCE COVERS TO GRADE PORTION OF SEPTIC SYSTEM DIGSAFE (1-888-344-7233) AND VERIFYING THE 7 16 PANEL #25001C0583J DATED MUST BE PROVIDED FOR ZABEL FILTER. LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES / 2014 / INSTALLER MUST FOLLOW ALL 330+ GAL RESERVE **INSTALLER SHALL CONFIRM MINIMUM SEPTIC PRIOR TO COMMENCEMENT OF WORK. MANUFACTURERS SPECIFICATIONS FOR TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY Y` \6\ 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE PROPER FILTER INSTALLATION FOR RE-USE. REPLACE WITH 1500 GALLON 7 /� v 0 °� REMOVED 5' BENEATH AND AROUND THE PROPOSED ZONING SUMMARY SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF - j " ' LEACHING FACILITY. ALARM AND CONTROL PANEL NOT SUITABLE ' U �8 ZONING DISTRICT: RF RESIDENTIAL DISTRICT � �i��ii ��i��, i���i�� � � � � �i��ii��ii �°u � � �, I 12. EXISTING LEACHING FACILITY SHALL _BE PUMPED AND TO BE INSTALLED INSIDE ! %-�-i%i �i%i i� %\ i ° ( REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. BUILDING. ALARM TO BE ON V IN 51.9' 1 [_� \ rn MIN. LOT SIZE 43 560 S.F. IN >0 13. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS , SEPARATE CIRCUIT FROM PUMP 9 SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT 2" PRESSURE LINE_ � �, 0 MIN. LOT FRONTAGE 150 ZABEL FILTER BACK REQUIRED. MIN. FRONT SETBACK 30' (A100) 19 TEE SLOPE E TO DR AIN IN ALARM ON o MIN . SIDE SETBACK 15 FLOAT SWITCH OUTLET TEE W/EXTENSION WEEP HOLE SETTINGS: PUMP ON CHECK VALVE / MIN. REAR SETBACK 15' MIN. 330 GAL. 62 MAX. BUILDING HEIGHT 30' » 6 � 5 WORKING RANGE 3 Is TH SIDE 6 MYERS SRM 4. \ 5" of BAFFLE SUBMERSIBLE 4/10 HP PUMP PUMP OFF 12" SYSTEM OR EQUAL \ ON BLOCK 000 0 000 coo 0 0 69 6 000000 0000 000 0000 \ 1500 GAL. SEPTIC TANK/ 6" BAFFLE ` \ \ cp PUMP CHAMBER COMBINATION �� 68 6 6� 0 5° (NOT TO SCALE) _ \ \ / 1 ELEV. 2 ELEV. TEST HOLE L 4 63 LOGS o 0 56 � 57 o - o " 6 N �N ENGINEER:' CRAIG J. FERRARI, SE #13871 S S Q PROPOS C' CY, \ WITNE�Ij: v^ONALD CESMARAIS IRS 10YR 3/2 10YR 3/2 sNE� GARAGE ��' \` \ 1� 12%28 2017 g 9 60 TOP OF NDN J �� \ c DATE._ / EL. 60S CO a w rn B B < PERC. RATE _ 2 MIN INCH 59 l oa t`Y EXI T ELL 150' ��s� 'J \ rn ° C LS LS V �`b \ CLASS- ! SOILS P# 15559 10YR 6/4 10YR 6/4 , 24 54 24 55 P P ED I 0 58 55 DRIVE l C1 C 1 56- FSL FSL I � tt 5 5 E•ERU 10YR 5 3 N \ O 10YR 5/3 0 60 51 60 52 I O �---� I C2 C2 -5o� TEST HOLE LOGS �8 so \. SHE \ � � • 4� EXISTING MS I 4 ''' G DWELLING - v MS CRAIG J. FERRARI, SE #13871 �6 \ 2 BASEMENT FLOOR ENGINEER: �-� � ''\ EL. 52.3 DONALD DESMARAIS RS �5 `" „' 1OYR 7/4 1OYR 7/4 WITNES S: 132 132 / f s 45 2 15 2018 0 s 46 Z Q I DATE. � Q � 43 0 PERC. RATE _ < 8 MIN/INCH \ Eck ocp NO GROUNDWATER ENCOUNTERED \��� \ MAP 216 ARCEL 2 a 1 47,42 S.F. / \/ N113 CLASS SOILS P# 15600 o ��, �� w P D 1 00 I Q DRI E � d cp Q � • Q I N BVW ho \� \O <\ - TITLE 5 SITE PLAN - n II II c' WOR LIIMIT NE ELEV. ELEV. B NCHMAR 3 \ S LT FE E I , f M NAIL ET OF ,> 4 61 " 4 62 tS 0 0 IN TREE =60.9 i F NAVD8�8 'I A A - BVW SOLID BASIN , SL SL 39 BANCROF"I CIRCLE 10YR 2 1 o I 10YR 2 1 F I � / / l �� c � 6Zo 8 / L I �s ••. AFC c' � ``� WEST BARN%t -"" TABLE MA B I ICI � SL SL \� \ O \..\T� \ \ �� rT� \ PREPARED FOR /4 ., 1OYR 4/3 1OYR 4/3 f \ V �o \ \ I 24 59' 18 60.5 I /V s11.' 66 \ � � A \ DAN SPEAKMAN O• \ C1 vi C1 7,, BVW 6S cpo 0 --� DATE: JANUARY 10, 2018 FSL FSL �� �6 \ 2.5Y 5 4 42" 2.5Y 5 4 58.5' �� f REV: JANUARY 16, 2018 PROPOSED GARAGE/DECKS) 55 / REV: FEBRU ARY 72 �, /` 21 2018 AD� DED T ESTH 0 LES I 4- C2 PE RC » ROVIDE 55 OF 40 MIL LINER AT 5' " FS � � Scale: 1 = ' C2 � 20 OFF SAS IN AREA SHOWN. TOP AT 5 v� �Ckn ELEV. 59.0' BOTTOM AT EL 't' I!, 2 10YR 7/4 56 � 55.0 � � / 7 2 �� 0 10 20 30 40 50 FEET a 9 __�f FS C3 S y s Z s „ q MS �J � v ! C 7. A �� ' �� .. off 508-362-4541 ,; 1 OYR 7/4 , 1 OYR 7/4 5' REMOVAL OF UNSUITABLE SOIL REQUIRED PROP. VENT WITH \HA COAL FIL ER No 4O9£30 {' C1JA Q fax 508 362-9880 120 \ AROUND PERIMETER OF LEACHING FACILITY q ,; CIVIL downca e.com 120 51 52 I P o AND BUGSCREEN FINAL PLACEMENT 1 T BY .°� 0 DON�J TO SUITABLE ( F r' .�,.: No.46502 , "� T LE SOIL LAYER. REPLACE � o r�� Fss� Q CONTRACTOR WITH HOMEOWNER , �, TH CLEAN ME ` 0 4 D. SAND, TO MEET .,N l �a\. -, � <c./ W C e 17 /1 Q e S R� �� n MC. NO GROUNDWATER ENCOUNTERED SPECIFICATIONS OF 310 CMR 15.255(3) CONSULTATION) uJ FS sT� ��' g �� ,sto c civil engineers O _ land surveyors 939 Main Street R to a 6A O N O S�� DATE YARMOUTHPORT D MA 02 ANIEL A. OJALA P.E. P.L.S. 675 DCE # > 7-454 17-454 SPEAKMAN-RECOVER.DWG I '".III � .. I - - � ____.__•__..____- --------- T__ I