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HomeMy WebLinkAbout0041 MOUNT VERNON AVENUE - Health 41 MOUNT VERNON AVENUE;HYANNIS A= 287100 I e e f i TOWN OF BARNSTABLE LOCATION /0? Vfy-kln, Hof SEWAGE# 20V 7-)W 0 ILLtiGE :ffN z7o fi ASSESSOR'S MAP&PARCEL 2F7-/O(2 eh I' TALLERS NAME&PHONE NO. X G. Ay /9v SEPTIC TANK CAPACITY o�DOO LEACHING FACILITY:(type)� c4 (size) NO.OF BEDROOMS , OWNER- . WAe%In a PERMIT DATE: 3- 3 O-0 7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the-'Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist- . on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist. ' , within 300 feet of leaching facility) Feet FURNISHED BY ` 13 13 a , c V y 5 �7 (�vr_t 7 c -mill / NO. ��� / ' U T E gMMO W OF MAISSACHUSE S FEE ` OARF HEALTH57 0ut10 OFA Q1/V S��t 3 Vt'_ © ® APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (K} Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components (V1 T• fin./ � � �►r �e.1�-tea, ��•r4��-1cr—I Loca ion Owner's Name Zf� L 0 o 9151,./E Z o z-v 3 M /Parcel# Address Lot# Telephone# Co✓l 57�o'�cf/9 �a .ram! C.%.—L- FAA:k-cr , 1tic— Installer's Name Designer's Name AEI, /3o le 3 3 `f, 0,,,x""r Zq A 417 13`> != ` Address Address Telephone# Telephone# Type of Building: ��5 ►� Lot Size a Sq.feet Dwelling—No.of Bedrooms C. Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(mi .required) 6 coo gpd Calculated design flow L(1 O gpd Design flow provided e0�gpd Plan: Date I I -,G Number of sheets �_ Revision Date Title S S•-c'E_ e—� or 41 /cy.:-- Description of Soil(s) - ( ^-� Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DES IPTION OPAIRS OR AL ERATIONS � _ "vPLORE ti / / r The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and furt r agrees not to place the system in operation until a Certificate of Compliance hass been issued by the Board of Health. Signedd- Date Insspe'ttio s �"' �� ' 0-7 FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 1 � �. I 1 � ed� No, =�---• '•-;' T ECMMOWEALT OF MA�SSYACH USE ITS FEE BOARD OF HEALTH EC. ✓' 0 a t"��t� j t , OF L\ 1 tN 1> A, t {' '' V I - ; . APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a P.ermit`to Construct ( Repair (. )'Upgrade ( ) Abandon ( ) - ❑Complete System 0 Individual Components �'�. A/t T•. fc 2N� QYA[A /1 Location ! 4GN, r2 �r Owner's Name Ma /Parcel# -- Address F Lot# Telephone# C, (�J` Installer's Name Designer's Name 8,u 3 3:y.lea t 171"1 yi 115 0)9 , `�?.fit.., �� t Address Address 75_ s-� Telephone# Telephone# Type of Building: 12f5,�J r-rc y !~ Lot Size ` L Sq.feet Dwelling.—No.of Bedrooms �-- - Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) i Other fixtures , : , Design Flow(min.required) G&.j gpd Calculated design flow (I(1v gpd Design flow provided 4�'o�gpd Plan: Date 1 z y Number of sheets Revision Date Title _T iTt4r. S` S,T �'� r� . a;, &4 1 t/.:. Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator If l 11 Date of Evaluation ,, 4- DESCRIRTION O REPAIRS OR AL ERATIONS `� I � D Gx�, C, noek, The undersigned agrees to,install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and fv r agrees not to placce�the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed L� /�G,e' � Date66 Inspectoo !I i. FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 y , F �w N.O. '�Ull 7 THE COMMONWEALTH OF MASSACHUSETTS FEE ��✓vi 51���/� BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded(0 Abandoned( ) by; � �, �7`0 4,:1 S fyuc 7� o at #o// �� Ile 0;1 e has been installed in accordanc with thein accordanc with the provisions of 3 0 C�R 15.00 (Title 5) and the approved design plans/as-built plans relating to application No�W7'f o dated 3 3� v� Approved Design Flow ,fo y (gpd) } Installer Designer: Inspector 1 ad � _A � _', 7110 The issuance of this certificate shall not be construed as a guarantee that t e ystem will function as designed/111111/// (( D FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 I n No. �QU7 THE COMMONWEALTH OF MASSACHUSETTS FEE 15" I al-4-1Sfffl`t BOARD OF HEALTH , DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair { ) Upgrade.(i/ Abandon ( ) an individual sewage disposal,system at :;(14/ 107` 44ee as described in the application for Disposal System Construction Permit No. .2.0y'7 In dated 313t7, � Provided: Constructionfshall be completed within three years of the date of Phis pe f 11J+cal conditions must be met. Date��°' d 7 Board of Health 1 �Y FORM 2 - DSCP ` DEP APPROVED FORM 5/96 /! s i y FORM 1255 (REV 5/96) H&W HOBBS&WARREN'" PUBLISHERS= BOSTON { Town of.Barnstable Regulatory Services Thomas�F. Geiler.)Director Public Health. Division Mrt` Thomas McKean;Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 509-790-6304 Installer d DesiQner-Certification Form Date: 7 Sewage Permit# a 007-A21 -Assessor's Map\Parcel Jd"211,90 Desiper: OW e'r: ' � Address: p0, 13 ox 33 y Address: 1 � •-� On (p- 7-0 �G° /9Aa ` wzs issued a permit to install a (date) (installer) septic system at �� /"/1`' ve- based on a design,drawn by \ (address): dated 1 a I certir< that the septic system referenced above was installed substantially according`to the design; Ahich 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 v,ith major changes (i.e. c reater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State &Local Reaulations. Plan revision or certified as.built by designer to follow: OF t44, ARNE H Sy�yGN - OJALA o . . ;7(Installer's Signature) CIVIL A No. 30792 O R /ST'e TONAL (Designers Sig j (A fix Designers Stamp Here) PLEASE RETURN , TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC-HEALTH DIVISION. THANK YOU. ,ry Q:health/Septic/Designer Certification Form 3-26-04.doc V + s Town of Barnstable + BA MAS&NSTA i.E,.` Board of Health 9 MA$S �0. s63 dp q• �� Ale°MAC e P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. April 13, 2007 Mr. Arne Ojala, P.E. Down Cape Engineering 939 Main Street, Yarmouth Port, MA 02675 RE: 41 Mount Vernon Avenue,Hyannis. A 287 - 100 Dear Mr. Ojala, You are granted permission, on behalf of your client, Susan Whelan, to construct an onsite sewage disposal system designed to be connected to six bedrooms at 41 Mount Vernon Avenue, Hyannis, Massachusetts. The septic system shall be constructed in accordance with the revised plans dated February 1, 2007. Sincere ours, Wa e Mi er, M.D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP/6Bedrooms WhelanMtVemon2007 tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 dGWO cape e0.0hl erin, civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. February 14, 2007 Daniel A.Ojala, P.L.S. Timothy H.Covell, P.L.S. land court surveys Barnstable Board of Health 200 Main Street Hyannis, MA 02601 site planning Re: 41 Mt. Vernon Ave. Hyannisport ow),A,, (� sewage system designs Dear Board Members: On behalf of our client, we hereby request permission to upgrade the septic system at inspections the above-referenced address to accommodate 6 bedrooms. The lot lies within an Aquifer Protection District, is approximately 0.4 acres and is served by town water. permits The base of the system is greater than T above the groundwater elevation. No variances are requested. Thank you for your consideration. Very truly yours, Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. , cc: S. Whelan r \ 1 ' �FTNETp� DATE: 7 REC.BY <C(- BARNSTABM MASS g Town of Barnstable i639• �0 SCHED. DATE: QED MA'S A Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. Application to Construct or Expand to Six (6) or More Bedrooms LOCATION r c Property Address: '/�• yw,y /�C . i f fINN l S /,r Z Assessor's Map and Parcel Number: Z/0V Size of Lot: l �, Q �"� Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME:- il��s�1.s -1.+.�. Phone 57/8 Did the owner of the property authoriz6 you to represent im or her? Yes _ No PROPERTY OWNER'S NAME CONTACT PERSON / Name: _SVS/JT) (N`�2�C.a�V Name: kob 4ddjF,� Address:10 0,K Address: / Phone: 357/0 Phone: SO �' yZg - 0601 Checklist Please submit copies in 4separate completed sets. Four(4)copies of this application form. Four(4)copies of engineered plan submitted(e.g. septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g. house plans) C:\Documents and Settings\Owner\My Documents\Title 5 Forms\SixBedroomForm.doc u SUBSURFACE'SEWAGE DISPOSAL SYSTEM_INSPECTION'FORM PART C SYSTEM INFORMATION (continued) Property Address: GJ/ 00""f I�YNOH /��l �71,y•�, s Owner. ,j :, r s // Date of Inspection: 17_Y 95' SKETCH OF SEWAGE DISPOSAL SYSTEM:- include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' os s�pcv L No A � o r. ...boa y" ­70`S pr t✓1 tiv u� __-... D F G 2 3' /7' 3 2s• s•l DEPTH TO GROUNDWATER p /J - Depth to groundwater �f L`,feet H��4 &WIFf• 4�u,y• .} ) method of determination or approximation: c4e ,r/s 17 a fltvia�d 8/15/951 9 A Commonwealth of Massachusetts Executive Office of Environmental Affairs R.ECEIV ® Department of DEC 2 1 199 Environmental Protectio 5 HEalnH oEPr. VVIIIIam F.W61d 7Goverrm AWN OF BARNSTABLE Trudy Cox. / o J 8«►�tW FA David B. Struhis SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: !1/ lwo%4n�" ✓"�r"'r''t '''t. lNy��n"�'�'r Address of Owner. Date of Inspection: >2—S—9 5 Of different) Name of Inspector: Jo/,.. A. /361t Company Name,Address and Telephone Number: JnH.•+ l�.y��/tom ,f3�.�ld.��so.�,�� CERTIFICATION STATEMENT /sv w�~~T�T /�ara7.►+�/y1,1/s �1Jv So�-`12�_y1-�S 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 inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system:. _Passes _ Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority Fails Inspector's Signatu � _ Date: The System Ins or shall submit a copy of this inspection report to the Approving Authority within thirty(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 Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority. INSPECTION SUMMARY: .Check A, B, C. or D: A) SYSTEM PASSES: f/ 1 have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. Bj SYSTEM CONDITIONALLY. PASSES: One or more system components need to be replaced or repaired. The system, upon completion of the replacement or repair, passes inspection. Indicate yes, no, or not determined (Y, N, or NO). Describe basis of determination in all instances. If"not deten.ined% explain why not) The septic tank is metal, cracked, structurally unsound, shows substantial infiltration or exfiltrrtion, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (rwi,.d 0/13/95) 1 Om Wh ow Stet . eo et,n,M"eachw.tta 02104 . FAX(617)tlW1649 • Tr.ptwm(017)2m 0am SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property,Address: 4i 0a.,1 t1�;,w /�•1 /�yuti�• pv.�f Owner: Af Hrr:v/1 rir s Date of Inspection:; . L BI SYSTEM CONDITIONALLY PASSES (continued) Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced _ The system required pumping more than four 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 obstruction is removed CI 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 the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of abordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT THE SYSTEM is-FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: _ The system has a septic tank and soil absorption system and is within 100 feet to a wrface water supply or tributary to a surface water supply. _ The system has a septic tank and soil absorption system and is within a Zone I of a public water supply-well. _ The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. _ The system has a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water ` supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ` ppm• DI SYSTEM FAILS: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.103. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be rreoessary to Correct the failure. Backup of sewage into facility or system component due to an overloaded or dogged SAS or Cesspool. _ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or dogged SAS or cesspool. Irevieed 6/15/95) 2 ,c 3� SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: N/ ,Noa., Uvr•, Nr4"^ S�j►o. T Owner. T.At Date of Inspection: DI SYSTEM FAILS(continued): , 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 V below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped _ Any portion of the Soil Absorption System, cesspool or privy is below,the high groundwater elevation. Any portion of a 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 I 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. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. El LARGE SYSTEM FAILS: The following criteria apply to large systems in addition to the criteria above: The design flow of system is 10,000 gpd or greater (Large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist:, _ the sys(em 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 i the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area(IWPA) or a mapped Zone II of a public water supply well) '! The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00.- Please consult the local regional office of the Department for.further infor ion. at t t (iwsa*d 8/13/95) 3' i ` V4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 41 Moa„7 f/1v.�or. I��t� N�yh�•f�d�t - Owner. 7 tit', 964,,,1brr7'4 Date of Inspection: Check if the following have been done: ✓ Pumping information was requested of the owner, occupant, and Board of Health. Ao� A io/ None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. _j:/As built plans have been obtained and examined. Note if they are not available with N/A. ✓The facility or dwelling was inspected for signs of sewage back-up. ✓The system does not receive non-sanitary or industrial waste flow ..-/The site was inspected for signs of breakout. c/AII system components, excluding the Soil Absorption System, have been located on the site. ✓iVA The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. ✓The size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. The facility owner (end occupants, if different from owner) were provided with information on the proper maintenance of Sub. Surface Disposal Svstem. 3 I t (swlsed •/1S/9S1 4 Y; SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: y/ M��+M1' f/rrHc« f,7�< ,i /74H4,idJo�t Owner: Date of Inspection: FLOW CONDITIONS . RESIDENTIAL: Design flow: gallons Number of bedrooms: 5' Number of current residents: 0 x Garbage grinder (yes or no): Afo Laundry connected to system (yes or no): S Seasonal use (yes or no):--Wj Water meter readings, if available: /I/O Last date of occupancy: COMMERCIAUINDUSTRIAL: Type of establishment: P Design flow:_gallons/day Grease trap present: (yes or no)_ . Industrial Waste Holding Tank present: (yes or no)— Non-sanitary waste discharged to the Title 5 system: (yes or no)_ Water meter,readings, if available: Last date of occupancy:'-`7•°—gs- OTHER: (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS'and source of information: System pumped as pan of inspection: (yes or no)4e If yes, volume pumped. ilOO gallons Reason for pumping: ._ 1n Si91 c7 e » 1 .. TYPE OF SYSTEM - Septic tank/distribution,boxisoil absorption system` Single cesspool 2_ Overflow cesspool - ( Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) Other(explain) APPROXIMATE AGE of all components"date installed'(if known)and source of information: N h k»~'I LaHf /98a. -t qi3 Sewage odors detected when arriving at the site: (yes or no) (rsvissd 8/15/9S) s SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) All ✓.e f t�lYNo•N •� H 4h h•S �"•� Property Address: y/ � ' 7 Owner: ,T, M, H u vr.�J vi y s Date of Inspection: )Z- 5-- SEPTIC TANK:-ID (locate on site plan) Depth below grade: Material of construction: _concr metal _FRP_other(explain) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet t or baffle Scum thickness: Distance from top of scum to top of outlet tee or b e: Distance from bottom of scum to bottom of o tleCtee or ba Comments: rudural (recommendation for pumpin&_pmdition of inlet and outlet tees or ba , depth of liquid level in relation to outlet invert, St integrity, evidence of leakage, etc.) GREASE TRAP:_ \ /' (locate on site plan) /i Depth below grade: t- DistanceMaterial of construction: _concrete _metal _FRPDimensions: Scum thickness: e from top of scum to top ofoutlet tee or ba Distance from bottom of !rom t-bottom of oulle eeComments:(recommendation for pumping, conditio of inlet an of liquid level in relation to outlet invert, slructura integrity; evidence of leakage, etc.) 6 i. (revised 8/35/951 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: if, / o-,.t H744""S 0,0 Owner: r, A-1/, Hw'7,�O 14107s Date of Inspection: /2-s-9S TIGHT OR HOLDING TANK:_ (locate on site plan) Depth below grade: Material of construction: _concrete_metal FRP other(ex n) Dimensions: ` Capacity: gallons Design flow: gallonstday Alarm level: Comments: (condition of inlet tee, conditio of alarm and float switches, etc) DISTRIBUTION BOX:_ (locate on site plan) \carryoer, Depth of liquid level above outlet invert:Comments: (note if level and distribution. is equal, evide odence of leakage into or out of box, etc.) PUMP CHAMBER:_ (locate on site plan) I - Pumps in working order.(yes or no) Comments: (note condition of pump chamber, condition of umps and appu names, etc) (revisal a/is/ss) 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Lf/ Mo H,,t f�/�H o /�vl f�y c+H Owner: J A4 H u ti.� 4""'7 j Date of Inspection: /Z_ S- 9.- SOIL ABSORPTION SYSTEM (SAS):_ (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) ' If not determined to be present, explain: Type: leaching pits, number: 2 leaching chambers, number:_ leaching galleries, number: leaching trenches, number,length: leaching fields, number, dimensions: overflow cesspool, number: Comments: (note c ndition of soil, signs of hydraulic failure, lev I of ponding, condition of vegetation,etc.) / c w � r✓it� �Cv � -(fib iss� / c04 c"o CESSPOOLS: _ (locate on site plan) ) r l Number and configuration: •3 2 Depth-top of liquid to inlet invert: '3 nn H�awrs/ c Ti f Depth of solids layer: -" Depth of scum layer: D'� Dimensions of cesspool: 2 Materials of construction: ert��, Indication of groundwater inflow (cesspool must bf pumped as part of inspection) c Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY:_ (locate on site plan) !� Materials of construction: Dimensions: Depth of solids: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) (revisbd 9/15/95) 8 ' 1 LOCATION/ SErl-AGE PERg1T p0. ou VILLAGE ��+V f INSTA LLER'S NAME 0 ADDRESS I� 0 U I LrD E A OR OWN ER DATE PERMIT ISSUED l9`� D A T E COMPLIANCE ASSUED _ ��.� U` c� i cam. L.. 4y THE COMMONWEALTH OF MASSACHUSETTS e7 - BOAR® OF HEALTH .........................T..own.......O F....Barnsta.ble............-.---------------..._......---•----.--------•--- Appliration for Bigpaa al Works C umtrurtion Vamit Application is hereby made for a Permit to Construct ( ) or Repair (x) an Individual Sewage Disposal System at: .....-Mt. Vernon Ave:,....H1'r lXl g9 �..NlA-----Q2647 -••--••-•---•-------•-•----------------------•--------•--•--------•------------------............. Location-Address or Lot No. - William Y; Hum.L.hreys.. ............... ----- Nd _;.V.e7 Qn_A.Y.e...,...1 annispc�t Q2 tk .. _. ... Owner Address a ......A.&...B...Cesspool...Service..............................•--_..... ......p26.Q1........ Installer Address d Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............... .....Expansion Attic ( ) Garbage Grinder ( ) PL4Other—T e of Building No. of persons.....2..................... Showers Cafeteria Q' Other fixtures ------------------------------------------------------.---------------------------------..------------------------------------..... ._..__...... W Design Flow.................................:::........gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter...-..---._..:.- Depth................ x Disposal Trench—No..................... Width..................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No------_------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ --------•-----------------------------------------------------•.....------------•---------•--•---•--....................................................... 0 Description of Soil--- Sand---•-----•...................•-....-----•--..........----•-••---------------------------------------------------------------------------•-•------..--•-- x W ----------------------------=-------------------------------------------------------------------=-- ------------------------------------------------44 ------------------------------------- U Nature of Repairs or Alterations—Answer when applicable n .a ate on_.l�f._a._ - U P PP - stone__packed..lgach__ t...(ovex7.ot�� . . ' -----------------------•-... ••-••-------•-------- Agreement:' The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TNLE 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 bo r o ealth. s Signe ..............................-- -�.`...___UL �- V1lc r $����$2..... / / /Date Application Approved BY -,.. L l ..........8/.19/8.2.............. Date Application Disapproved for the following reasons:................................................................................................................ --------•------------•----------------•---•-------------••••••---•-•--•-•--------••---.......----------•- Date Permit No.-- 82-.............................................. Issued.......8/19/82................................ Date No....2 . -••--- FEs... .... THE COMMONWEALTH OF MASSACHUSETTS c ,? `_ BOARD OF HEALTH : ._.....oF....Eanistable...... -------------------------------------------- Avvi atio'u fur Bigpmaa1 parks Towitrnrtinn ami# �t , Application is hereby..made-,,for a. Permit to Construct ( ) or Repair ( x) an Individual Sewage Disposal System at w • �=v+ j<rJ '�y 1 zas` >?}}ts'.z3 '3c`: l'�; fi>�f1�"� ..................................................... ,Locauo$,2 Address'r ' or-Lot-No. ... ............................... E ��i ^�.,��,1w�,,Ownerr ress AA -.F+s-:v� � i� �C"i r: Cs� 9 aW ti..tPl._?~`_n X'�... ..................................... eg2 ...R L � iyv f�S�JY♦ V�vj 1.HIV li �4 �.__._._. �:: •� •', Installer A�ddre s UType of Building Size Lot............................Sq. feet Dwelling—No of Bedrooms...............3..........................Expansion Attic ( ) Garbage Grinder ( ) PLO Other—Type of'Building .......................... No. of persons.....2.................... Showers ( ) — Cafeteria ( ) Otherfixtures : ----------------------------------•----------•-------------------------•-----. Design Flow...... .............................gallons per person per day. Total daily flow............................................gallons. W ; W Septic Tank—Liquid.,capacity.............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench No: Width.................... Total Length__....._..........._ Total leaching area___.._............_.sq. ft. „ ,'r " Seepage Pit No...........:. Dia meter.................... Depth below inlet..................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by............................................... --•-----------•-- Date........................................ Test Pit No. 1._. _::_`_._.__mmutes per inch Depth of Test Pit.................... Depth to ground water--_----______-__- rX4 Test Pit No 2 - ..,...minutes per inch Depth of Test Pit.................•.. Depth to ground water._____......__._.._._. ------•-••-------------------•--------•--•---------•----•-•---•.....•--•-•-•--.......--•-•----............................................................... O Description of Soil....Sand....._,........... ` x --------- ---- __.._..__ _ -' - --- . . U Nature of Repairs or Alterations-Answer when applicable_1nS+.-la.t on.:o f-_--w.�.gW-�j-.Pre-M v 9 4_...( er.flow)--------------------------------------------------------.......................................................... Agreement: The undersigned`agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE, : .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 bo rdl offtealth. Signed.............................................. 6. �. .. .;:� 1°�°?j Date Application Approved By:_. : ....................................r..��..tl \ iQ{ -------------- Date Application Disapproved for-the f ollortiing reasons:.............................................................................................................. .................................... . .............................................................................----...-----------------------------------....------------•--......... Date Permit No..... 2--....... --------------------------------•------ Issued------5/1•9PP---------------------------------- Date THE COMMONWEALTH OF MASSACHUSETTS. BOARD OF HEALTH -' .......................".Oy,1,>;'i......OF........1,4aXnStabje.................................................. Tnrtif irate of Tompfianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (x )' by A Cess�oo ..'Serv_3.ce1...i2f__Aishops--....U!Mc�;�.. t:�►Annj.L_,. A 0?610.1.......................................... Installe at................. tlt. Vernon Ave.,__113!an. 1?.9 t,_-h'A ._Xa...umPl y-s................................... has been installed in accordance with the provisions of TITLE !i9f tT?;�State Sanitary Code as described in the application for Disposal Works Construction Permit No----82............................... dated__..._.___._.______--6119182........... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATR/19/82.......... ...................................................... Inspector...........t,-_A-6.--.-......................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 82 / ...... ow11............OF.....��.rna1',a blf....................................................... 00 No............... FEE... = --:....... f.. • 3tarna1 Workii Tonotrudion rrmit Permission is hereby granted.............AA_:B..00.ssg9.Q2_.3.e-x'v1ae............................................................................ to Construct ( ) or Repair (x ) an Individual Sewage Disposal System at No................. V_ernoh Ave...... lyaran spoxt, W111a.am..Ya._NumP pL'Q Street as shown on the application for Disposal Works Construction Permit No.R2-_------ _. Dated.F/19/?a....................... 1�Y 4 ........................................................... ........................................... 4/1�/ 2 ' Board of Health DATE. ... -------•-- .................................................... FORM 1255 HOBBS & WARREN, INC., PUBLISHERS M°`'�t Ve(A I(Dn LOCATION. SEWAGE PERMIT NO. w L,' O �% VIL-LAGS L' f INSTALLER'S NAME & ADDRESS A1k e UILDE R OR . OWNER DA T E P E R M I T ISSU E"D 2 3-73 s . DAT E COIIIPL1ANCE ISSUED a .s � � �1 `�.� �" C `� '—.tom 1 _, ' t� ` • �'� '�� v FEs..4....1Q...4Q..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..... ..... ...Town......0F.............Barnstable ApplirFatioaa for Dispoii al Works Tomitrurtivaa rrmft Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: •Mount Vernon Ave:, Hyannis�ort, MA 02647 ........_.- ..... ------------- ---•....-•--•-••---••••--••-••----•---------••--••••-•----••---------•-•------•-...............--- Location-Address or Lot No. Jayne M. Humphreys Mount Vernon Ave .. Hyannisport� MA 0264.7 ................... .........•--...............•••..........................•... .......................................... Owner Address W A & B Cesspool Service 128 Bishops Terraces Hyannist MA 02601 a •--•---•---------•-----••--•••................. ..••-•-•---..............._•--------•....••--•-. ..................... ------........ Installer Address QType of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms................................_..--..--..Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons...................1------- Showers ( ) — Cafeteria ( ) PaOther fixtures -------------••------- -------------------------------..---------•--....-•--••-----------•---..................----•- W Design Flow.:.........................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity.....--.....gallons Length................ Width................ Diameter----............ Depth................ x Disposal Trench—No..................... Width.................... Total Length.............:...... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ ,� Test Pit No. 1................minutes per inch Depth of Test Pit................--.. Depth to ground water......---............--. Test Pit No. 2................minutes per inch Depth of Test Pit.............---.... Depth to ground water----.................... ---•----------------------------------------------------------------------------------------•-------......................................................... 0 Description of Soil...............Band x UZ W .............................................................--•---•-----••-•---•••-.....---••-------• ....----....... UNature of Repairs or Alterations—Answer when applicable--m-ta.1-la-ti.on---of---a..600..gal 1.5m,_PXe-0,ast-, sto p -------------------------••-----•----•-•--.......----•- ----...... ticked-Mach•- t...�ov� 7..9i�� Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of A I'11E 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has 1pen i9sued by the boar health. Signed.`. -- ......:. 31?3�8 ............. --------------- ---- Date Application Approved BY �� :� /23.183 Date Application Disapproved for the following reasons---------------••--••-•--•----•-••••=-••-----•-•----•--...----•-------••------•...--•-.............••......-•--- .......................•-------•-•----------•-•--------••.....-------••-•---------•---.......•••-•-------......---------••--•--•--•-•--•--••------•--••---••--------•.<................................. / Date Permit No.........a.............••-••-•--••••-••---------... Issued_.................3`23183 Date FEE....$....1.0•.OD..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................. Taan.....OF.............Barnstable. Appliratilan for Eli-opm ai Workii Tnnstratrtion .erntit Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: ................Mount Vernon Ave.; Hyannisp.ort, _Ma.. 02647 _..... ... ..... ... .... _....... ...-----•--------------...----•-------...._..........._...-----------------------.........._------ Location-Address or Lot No. . .Jayne M. Humphreys Mount Vernon Ave ., Hyannisportt• MA.-..02647 .... ...-•---•--•-•---•----•--•...--••--•----.---- ...........................................1..._........-•-..... Owner Address W A & B Cesspool Service 128 Bishops Terrace, Hyannis, MA 02601 Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms..........................3........___.._.Expansion Attica( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of person ..... Showers ( ) — Cafeteria ( ) dOther fixtures -----------------------------------•------------------ -------------- ----•---•-•-----------•.....---•--------------•-•---------... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity...........gallons Length................ Width................ Diameter.......................... Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area.........._.........sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) .-4 Percolation Test Results Performed by...................---------------------•--•---------•--------•-----•---- Date......................................... W Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ rZ4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (4 ..•----------------------------------•------------------.._.....-----------•.........--------•-..............----------•-......--•--•--•---....--•---------. ODescription of Soil................SWd.............................................................................................................................................. x U -----------------------------------------------------------------------------------•---........-------------------------------------------------------------------------------------------------•-•--. W x -----------------------------------------•------.....----------••------------...._._.....-----•-•---------•--------------------------------------------------......................................... U Nature of Repairs or Alterations—Answer when applicable_.i tallat On-_-of•R--600--�a11 on,_-�rB-Cast-, ..........stone peek®d leach__pit---(overtl-ow) ---- •-----------•--••----•------------•----•----•----------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT1E 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has en issued - , b'yt b ar iealth. - ----- .Signed ------------L�...L. ... -- - .. . ----------•- Application Approved By........_,... t�(j/% _ 3/ /1 12 ��e Date Application Disapproved for the following reasons-----------------------------------------------------------------------------------------=---------------------_ •----------------------------------------------------------------------------------------- Date Permit No.......... 3`---------------------------------------- Issued...---------------3/23/83 til Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ' \\ `rown...........OF..........:Rar 1stable............................................... (Irdifirtt#r of Tuntph anrr 1 �` THISji I& BBC sspoolY8T1 ce,I 1 BishopsgTDisposal Irracel,SHyannconstructed s,tWA ted46Q1 or Repaired by........................... \ Mount Vern on Ave., Hyann9 sport, L..Asta11�2647 - Jayne M. Humphreys k at .......---- •-•--•--- --- ..............•--•--•--•- ------------ has been installed in accordance with the provisions of TI�5E 5 of The State Sanitary CQc � scribed in the application for Disposal Works Construction Permit No Y.j................ dated----.------.LL.-.----___.--__-._____---_.----__--- THE ISSUANC OF THIS CERTIFICATE SHALL NOT BE CONSTRUE AS A GUARANTEE THAT THE SYSTEM WI - Fy CTION SATISFACTORY. _. DATE....3 -?_i3 ..1..... - Inspector -- --- ----------------------------------------------•------------••--------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF' HEALTH Town,, Barnstable 8 -. :..........................:.;.......OF.------------------------......................---------------....................... 10.00 No..3......L�,l,�i... FEE........................ t �i��rn��a1 nrk� �nn��ratr�tmrn anti# Permission is hereby granted................A & B Cesspool Service to Construct (( or Repair (( X AVe) an Indio dual Sea Di o System at No Moire Vernon 4.0 Hyannisport, l �L6. 1 Street as shown on the application for Disposal Works Construction Permit No....... Dated-------3 23/83 ca ------------------------------------------•--------.._ rd of Health / DATE................ .�,��..1--------------- FORM 1255 HOBBS & WARREN. INC., PUBLISHERS -NEW POOL 0 a� PNEW�OONF iB'xQ NM OO N FT$ Po' - 0 f1• tADDlTIaq Q F- -"I- tADDmwa ,v$ . . L COLUMNS00.DNN D - m 3 CV� T$ - •iP z-iP B$ 6d' 2-f tt'$ tad COWAD15 dFA10aG DODR �yOLO R in A STEP • c c c �e rr. 1� -- ------ -----:- ------- co� O b DF L7H NEW 7P DIA ----- - a, N eS 6$ I Will gg R NEW _ �- cDLUMN6lu F- NEW COVERED q BATH a PORCH I a d A 8 (SLATE BURFACQ I a$ P$ Fi D NEWANDERM FM 120SUD D d- a NEW L--- ---- 'c- 1--- II 11a--� ---I� — ail _ GARAGE — t NEW k:: 11,-,1 11 1N I ,I'CONS.SLAB I I(_--------�II II II jl;11•. , 1 1 1 1IL_ 1�av�IIIOFFICESLOPE:TOWARDS �/N .' ---- ''' 4 '- DOOM ICE 1 i i i ii i i i 'j1j A MAIOBt I 1 'Si _I 1'-1P S$ - _ _-�_3=_-_ - `6 r49 -- ---- ` a° WETBiR III OLUMNSEW IV A F am ICI CMVMNS .b q IR 1 '11 AeB qB _ m D BRosco INEXPANDStza n•$ 2P,fP .1. ' FAMILYpI, AVIIINIS ' ROOM WNEW ®© Y""orn" o ® zFIRST FLOOR PLAN mHALL a ° I e ' ° "' A6 SHELVES O ` TRANSOM 1 1 DW �i EXISTING FIRST FLOOR = 2055 S.F. 'COTE NEW ;' on MARMN EXISTING SECOND FLOOR = 1760 S.F. A NEW BROSCO ` -- FRENCH EXISTING LOFT = 848 S.F. - MARmx 15 UTE NfERIOR 0ODR EXISTING LIVING SPACE = 4663 S.F. - TEMPERED H6 NEw FRENCH DOORS j' •' WOVENS ALL CASEMENT Ix NEW GARAGE 528 S.F - _ 1 h - NEIN NEW FIRST FLOOR =423 S.F. -" - CASEMENT _ TEMPERED m r - NEW SECOND FLOOR = 535 S.F. - " - - W - - ---- ----y----- ' - NEW COVERED PORCH = 378 S.F. - �EXIST. I REMOD. f NEW ADDITIONS = 1664 S.F. - w I KITCHEN GAZEBO W ALTERATION PERCENTAGE = 40% �' . NEW LEGEND: 'xG� D LAUNDRY i e 0 z 0 EXISTING WALLS F-1 z z ==3 CONSTRUCTION TO BE REMOVED New NEWSNOt Q® NEW CONSTRUCTIONCASEMENT NEW 15 EHR NEW FRENCH 000R6 b 1 QS SMOKE DETECTOR I I I I rV,) ©CARBON MONOXIDE DETECTOR - 11— WN�wy E't z NOTES: 4 z �D r W 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS EXIST._ `'I - Fes_ 8 DIMENSIONS IN THE FIELD � ��'I � LIVING I I UP? EXIST. W 1 it 2.) CONTRACTOR TO VERIFY ALL INTERIOR BIXTERIOR MATERIALS. � �`i 1 �-' DINING N��I DETAILS,&FINISHES IN THE FIELD WITH OWNER. 1 I 1 _ �-•1 -y - 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT EXIST. - .. FIRST FLOOR TO BE 6•-10"ABOVE SUBFLOOR _ _ I I HALL - - 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS '; t. Ex18T. - STATEBUILDINGCODE W® - SCALE - 5.) CONTRACTOR TO REMOVE EXISTING DOORS.WINDOWS. " � � 11 SCALE WALLS,&ROOFING AS REQUIRED FOR NEW CONSTRUCTION. - - - )/4,. 6.) ALL CONCRETE USED FOR FOUNDATION WALLS.FOOTINGS 8 SLABS i i Ewsr. I I Exlsr. EXIST. MET. DATE - TO BE 300D PSI - I; EXPANDED DECK i - 11/10/2006 . - - NSTN NEWDECIONG b- - - - 'i dRNLINGSTO MNTCH I I I ENSTNG."400A Y _ DECgNG d WNITE�ERTECH I , JOB N O. RNUNGS WHALEN DWG. N0. THE DESIGNER SNA L BE NOTIFIED IF AW ERRORS OR OMISSIONSARE FOIAN ON COWSTHESE DRNMNGS PRIOR TO START OF - - T$ ZA - NnIL BEERRESPONSMON SIBLE FOUR THE CONTENT CONTRACTOR At - _ IADCIT NI.. - r - ( 6TNG1 C THESE MENCE AWNGSIF CONSTRUCT E DESA ERO WITHOUTNOTFYNGTNE I"ESE RAWNGYERRORSOROASSIONS. _ - - OF T E ONMERGS ARE 6 NY OTHOR THE U6E _ THESE THE RARING O CUIRE OTE`R USE OF ' - � THE6E ORAVIING6 REQUIRES THE,NRmFN - CONSENT OF THE OESGNER. - VON N LQ W .�•M za' za ODIC) m: %r W CL o (SHWDOft (ADOFTION, - (EXISTING) (EMSTI NG) �+ J.lCJ zs m z-+v ss ua z-P z-v za a-r za - teao as' �c=L¢N, A6 . i F - O I i NEW F ECK —NEW�DROOF— NEW m az I I NEW % 1 W.LC. m� 1; DECK I —j I .� _ - ROOF UNEMO I NEW n�` J J UNDER.0NDOWS H GUEST I ANDLqSEN b. b I SUITE e a I IN __< I n NEW \/ DK SITTING O EXIST. Q ROOM MASTER t za.ea BATH I I Nvao— ------ - 4 CL S ]KISS b 5-31? - _ MASTER r, W z-P 7a ss P.z S EXI$Tr z 1sHEODo NERt BEDROOM b� A AI, BEDROOM FiI C A6ZCN. - - - fPDDITgM -NEW SHED ROOF - - F� CLOS. _ _ a _ F } E>usr EXIST. u1 EXIST.. � � BATH IF�r"I EXIST. EwsnnD ROOF-- - - EXIST- CLOS- O w \t1 F- --- - my BEDROOM ___ �- Z ------ m ;� �_ o EXIST. EXIST. _ HALL EXIST.BATH wDR (114 _ - EXIST. Q - CLOS. ® b -- - LOS. /1 W SECOND FLOOR PLAN - z z � UP MST. o WINDOW SCHEDULE - , EXIST. EXIST. - - TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS - - - BEDROOM -BEDROOM A ANDERSEN TWT 2615 2'-8 1/8"x 1'-7 7l8" D.H.TRANSOM STORMWATCH)' - . ...-. .B " A251 2'-4.7/8"x 2'-05/6' AWNING(STORMWATCH EXIST. SCALE _ C _ TW 2452 2'-6'1/8"x 5'-5 1/4" DOUBLEHUNG STORMWATCH), - .. LINEN - - D - -TW 21052 _ T-0 1/8"x 5'-5 1/4" -DOUBLEHUNG(STORMWATCH) - - /4» E C 335 - 6'-0 318'x 3'-5 3/Er CASEMENT(STORMWATCH) - F TW 2442 2'-6 1/8'x 4'-5 1/4" DOUBLEHUNG(STORMWATCH) exlsT. Exlsr EwsT. EXIST. .EXIST. EXIST. G - AW 251 2'-4 7/8"x 2'-4 7/8" AWNING(STORMWATCH DATE 11/10/2006 H -TW 2446 2'-6 1/8"x 4'-9 1/4" DOUBLEHUNG(STORMWATCH)_ - - J A 31 3'-0 1/2"x 2'-0 5/8"" - AWNING(STORMWATCH) ._ - i —EXISTING ROOF� - NOTE:CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS - R WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS - - J O✓ N O- _ t` WHALEN DWG. N0. .. (MATCH EMSTWO) - o (MATCH EYJETINO) (VERIFY INFIELD) (MATCH E%IETWD) C_ (MATCH EA9TING).�� � (MATCH IF Li F s ya� k S ® ) I I 1 QOy I 2?A I / 1 33Nyy m Il 6 M<Z II / I �N II I FH III 1 N/ I Ill ®o am ®®o :H� m _ 71 EM D ® rn O gill K�= 4 ri `l) NEW ADDITION/REMODELEING FOR: C{ COTUfT BAY DESIGN c D n 2 \ �; 43 BREWSTER ROAD D r u D MASHPEE,MA. 02649 z m z N m WHALEN RESIDENCE PH.(soa)274-1 iss CAD p z FAX(508)53s-9402 0 41 MOUNT VERNON AVE. HYANNISPORT, MA sod y . � m o o m 17,71 r Z J� ®®13 FFR XX J� \ A \ e� ii Sin (VERIFY IN FIELD) a (HUTCH EIUSTING) I to I�Ig� I� T i A (MATCH ENI6TING) (VERININFIELD) $$ (MATCH LXIMNG) - r (MATCHI —� O � n COTUIT BAY DESIGN NEW Q DDITION REMODE D LEING FOR :_ z D 43 BREWSTER ROAD z m z N m " m WHALEN RESIDENCE MAS PEE, I. 2649 z 0 41 MOUNT VERNON AVE. HYANNISPORT, MAlo) FAX(508)539-�J402 3 NEW zP tB=a NEWCOG FAT* PAO �0o0 Oo N TD cl U3 • - - :3os•. - - sra: —. 1 (AOOI 117 ? :a tss s� cr La n.o .• - - tr OIA CONC.SONDNBES m TO tO'BELOWGRADE x ¢ N C y' -. r:. • CONO i00nNGB A NEWB'• B• IB' A6 B coNc.FoonNGB — .2=81 tae.c NEWCONG . . `... _ FOUND.VP115 .... = ` ' • A l FOUN0.WAL{,5. .. hI. — —_----� -- --- — — — -- ---- — ——— -- ——— ———————————— 's" APR I (r AOTROPOF FOUND- -- -------- ———— I — ---- — -- ----- ----- -- -- -----"'ll -i I I I I II DOOR I II I )I I _�O4JOWAT II I arq 1 a i - II TOP OFFOUND. i AT ox DooRs -- ---- --- ---- i1 4 1 NEW . GARAGE — — —— — 71- frCONGSLPH I I NEW REMOVEEASf. IO DOOR) AR03 WINDDVISAFILLM1 RA SP CONCRETEBLOOCKI I NEW2=Bso,F— B AC ;I j =BfQ,FUR' (TCONC.SLAO) NEW 2 1 • - - E j L)j d •,i ,y. .i I sm- REMOVE EAST. FO�RIFYDEPHI WOAFLLS DRI'PIN NEWFWNDATroN - v NEW FOUND WALLAT - BASEMENTWINDOWS BEFORE EXCAVATION - ,,... GARAGE DROPPED TO I FOR ACCESS INTO 'S TAKE NECESSARY - - • - - TO EAST.FOUNDATION WALL, TOP BOTTOM ,..� EXIST GRACE -I NEWCRAWLSPACE 3TH EXISTING UP _ • - i`W' n,EEwsnNG STRUCTURE _ L ----=----- -----------} . .. NOTE:UNDERPIN EXIST-FOUNDATION •� � r— .. EOUIRED a WALLS AS R VERIFY IN FIELD I �, ... .. r InomTroTp Ir coNc AB ' , z I I NEW �- I REMOVE EASE. HALL I WINDOW FOR x- -�- - EWSS INTO CRAW y rcoNc I N nsPAcs S EXISTING SLAB c N- ORE A6 I I I_a , _ - W I L--J _ " T � UNDER: I / / F i - a Sly ,. .:_ F� , 4 r t :f rr r: _ - _ . . FULL _ .. - EXISTING �' - _ I;F . - -EXIST. CRAWLSPACE BASEMENT a Q > 1, E-4 NEWP-T4 PO CONC.S NOTU x Sri TT mA CONC.SONOTUBES V`�I. TO/V'BELOW GRADE LINE OF EXISTING BUMPAUf MOVE.(VERIFYINTHE FIELD) FOUNDATION: PLAN s s . • t r - - - r b F - . -EXISTING FOUND.WALLS d - - ,.,. F.T.O ,REMAIN a n _ I SCALE 1/4" — 1'-0' _ DATE 11/10/2006 - I« NEW PT.to Bs®16-oc. .ems ... E JOB N0. WHALEN . _ ,.. -• .'' .. - NEW .i..a t -SOLID BLOC BOARD EDG E-L BDLTS W S P 2 N HPNG tYl,OIBTS ERSAi BOTH ENDS \ \ D WG. N 0. a FOSTS ONTT Di ¢ (Ap 1� THE SE FOOT TO BE PIA tt B CEC CONCRETE SONOEB" UNDER PORTICOICO SUPPORTS - iF MA.BIGFOOr FOOTING r - - (VERIFY OIMENSIONS IN THE FIELD! UNDER TO—PELOWGRADE cz Z pv NEW ROOF CONST. 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NEWeste CONC.FOOTINGS o. �g1§ECTION @ NEW GARAGE/HALL p, As B SECTION @ NEW COVERED PORCH W Z w ,z . - Ewsr:� w o P.T.2.TO LEDGER BOARDLAO BOLTEDTO - ' O z SOLID BLOMNG W(2j IEDGEIBON F-1 to ac W JOISTS NANGERSAT BOTH EHOS - ` ^ NEW TMBERIEpH YJIBTE N01£ F�-1 r' IFNDNrJAIroGANY RAILINGS - i FIELD.VERIFYHEIGHT MASTER r~-n+ w DECKING F WEXISRNGw U) 1 P.T.2.tG> - - - -_ BEDROOM H z 1 P.T.x:iD> F AxEK/.4 VERRCAL BOARD TO MApTFC�H EJO46 CONDff10NsPOST B rU EXIST.FLOOR JOISTSTOP OF PATE 2.Sa teee. NEW STEEL BEANNEW P.T.4a6POSf5ONEXPANDED12•DU,CONO.SONOTUBES FAMILYTOd BELOWGRADE6 ^:. -. .ROOM e NEW - NEWP.T.4 T6➢OSiS ON i701A HALL CONCRETE SONOTUBESW - Ze DIA-B,GFOOT^FOOTNG- - :. UNDERTO4 SEI.MGRADE - - - - EAST.FLOOR JOISTS SCALE EXIST.FOUND. DETAIL @EXPANDED'DECK - J$ - 'TOP OFSIAB „ NEW WAUr /YN — 1—ON REMNN. CRAWL- . SPACE EXIST. b 7RIGID IN6ULATIONHR.,HA - B DATE BASEMENT 11/1/2006 7 CANC. JOB NO. NOTE-UNDERPIN vER,FY DEPTH OF EXIST, - Y Y 1 1 A L E N ., EXIST-FOUNDATION FouNDATIONYYAJLS WALLS AS REQUIRED BEFORE EXCAVATION _ I VERIFY IN FIELD 6TAKEEA RES TO PROTECT NECES51wr k HE EXISTING STRUCTURE D WG. N O. SECTION @ NEW HALUFAMILY ROOM A6 A,6 - ma ara: Q1 U) o��o g Acc M1� Ld ca X ------------ rw um NEW2.m 11r.. I N1 N2.,D\9,8'ce NEW NEAT WI HEADER T t6 1 - - Z� NEW 2x 81 @ i6•ee. ' ~ .. .. ' F NEW,I T�ENI•JNEERED FIOOR.giSTi®iSa.c NE�'If T LK --_BNEW BTEELtE a� woomoro a0 1 c f H � SECOND FLOOR FRAMING PLAN e W t � Dp. - IADornoro .. 15HEDDORMER) - IADOMOM - (EXISnNG) (Ex18TiNO) ; A g .. b O z o H Q z r Q co i Z I qF 2, RiD SE BOARD ' �b 12 ^ Ez F SCALE . ` r - q - r - -- s `� DATE . A I 11/10/2006 c m As •a ,a.z A6 - A6 - - ' till i J 0 B NO. IRA IAownorq -� - �I i ROOF OF .FRAMING PLAN WHALEN NOTES: DWG. N0. 1.)ALL ROOF RAFTERS TO BE 2 x 10s _ 7 ,. �I I UNLESS OTHERWISE NOTED ———————— ^ L/ 2.) USE SIMPSON H 2.5 HURRICANE CLIPS - L ^ AT ALL RAFTERS ENDS - - tAAA �rq,/ _ 3.)VERIFY GUTTER TYPE/LAYOUT � I� W/OWNERS • I I p I ------ O .------------.\ I i, Al � I t IP 1 I I I ------ I I I I I I I I I I I I I r �� I I I I �� I I I I I I i I f�, I I I � I I I S I I 1 I I I I I 1 f j `n NEW ADDITION/REMODELEING FOR: Q COTUIT BAY DESIGN O D Cr = D � co � D 43 BREWSTER ROAD D r� u r MASHPEE,MA. 02649 z m z N m WHALEN RESIDENCE PH.(508)274-1166 z o c 3 41 MOUNT VERNON AVE. HYANNISPORT, MA FAX(508)539-9402 SYSTEM PROFILE NOTES LEGEND TOP FNDN. AT EL. 22.4' ACCESS COVER TO WITHIN 60 OFnN. GRADE (myr m scm.E) 1 ACC ESS . DATUM IS APPROXIMATE NGVD C COVER TO WITHIN 3" OF FIN. GRADE 100.0 PROPOSED SPOT ELEVATION ACCESS COVER (WATERnGHT) TO 2. MUNICIPAL WATER IS EXISTING e0ch WITHIN 6" OFnN. GRADE - -------- /5-9-- 1 MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM - d. D 1 00xO EXISTING SPOT ELEVATION 2" DOUBLE WASHED PEASTONE F1 8 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. RUN PIPE LEVEL OR GEOTE)MLE FABRIC as 9 0- 100 -0 PROPOSED CONTOUR \-*18-15p FOR FIRST 2' 4. DESIGN LOADING FOR PRECAST LEACHING CHAMBERS AND SGP�D �ceo PROPOSED 2000 3'i MAX. D-BOX TO BE AASHO H-20, SEPTIC TANK TO BE H-10 100 EXISTING CONTOUR GALLON SEPTIC \1_6.67- 16.92j TANK H- 10 GAS n NI15 OR 5. PIPE JOINTS TO BE MADE WATERTIGHT. 11 BAFFLE �1 4.67"MZ\14. OR All 0 0 m 17-1 0 wr w- EXISTING WATER LINE VA 14.29 17-1 ED E3 1:1 17-1 17-1 17-1 C), - s tt C3 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH M 21 Ll r (-L.8-X SLOPE) CRUSHED STONE OR MECHANICAL -1 17-1 17-1 17-1 17-1 [:3 171 0 E3 17-1 MASS. ENVIRONMENTAL CODE TITLE V. wing LOCUS CATV- EXISTING UNDERGROUND CABLE/TELEPHONE COMPACTION. (15.221 [ ) Z� 91 0171 00 0 0171171171 0� 12.2' DEPTH OF FLOW = 49 (-A-X SLOPE) (-!-X SLOPE) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO LP EXISTING LEACH PIT TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. Iowa INLET DEPTH = ESL (7) 500 GAL. H-20 CHAMBERS OUTLET DEM - 14" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Nantucket CP EXISTING CESSPOOL Sound I LEACHING 8.1' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED T FOUNDATION- 21' SEPTIC TANK 40' D' BOX 30' FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOWS MAP DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION SCALE: 1" = 2,000'± *THE INSTALLER SHALL VERIFY THE BOTTOM TF-11 EL. 4.1' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCATIONS OF ALL UTILITIES AND COMMENCEMENT OF WORK. ASSESSORS MAP 287 PARCEL 100 ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING LOCUS IS WITHIN AP OVERLAY DISTRICT 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ANY PORTION OF SEPTIC SYSTEM REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. LOCUS IS WITHIN .FEMA FLOOD ZONE "C" AS ZONING SUMMARY 12. UNSUITABLE MATERIAL MAY BE ENCOUNTERED. ANY SHOWN ON COMMUNITY PANEL #250001 0006 D DATED JULY 2, 1992 UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' ZONING DISTRICT: RF-11 BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. MIN. LOT SIZE 43,560 S.F. TEST HOLE LOW 13. BARNSTABLE BOARD OF HEALTH APPROVAL FOR A MIN. LOT FRONTAGE 20' SEVEN BEDROOM DWELLING MUST BE OBTAINED PRIOR TO MIN. LOT WIDTH 125' DAVID FLAHERTY, R.S. . ENGINEER: MIN. FRONT SETBACK 30' INSTALLATION OF ANY COMPONENT MIN. SIDE SETBACK 15' 1 WITNESS: DON DESMARAIS, R.S. MIN. REAR SETBACK 15' OCTOBER 25, 2006 MAX. BUILDING HEIGHT 30' DATE: PERC. RATE < 2 MIN/INCH CLASS 1 SOILS P# 11484 ELEV. ELEV. on 4 16.8' on 17.0' SYSTEM DESIGN: 20" FILL 15.3' GARBAGE DISPOSER IS NOT ALLOWED A 16" FILL 16.2' LS DESIGN FLOW. 6 BEDROOMS 0 110 GPD 660 GPD 24" 10YR 4/2 15.0' A BENCHMARK USE A 660 GPD DESIGN FLOW LS CON CONC STEP B ABUTTER'S WATER LINE TO BE RELOCATED 23 2- ELEV=22.4' SEPTIC TANK: 660 GPD (2) 1320 LS 22" 1 OYR 5/6 15.7' FINAL PLACEMENT TO BE DETERMINED BY 2 THE BARNSTABLE WATER DEPT. AND ANY 47" 1 OYR 6/6 13.1' OTHER APPROVING AUTHORITIES. ANY USE A 2000 GAL. SEPTIC TANK 8 WATER LINES WITHIN 10' OF A SEWER LINE MUST BE SLEEVED ASH LEACHING: ci MS T GARAGE/BARN/1 BR Zi SIDES: 228 GPD -F-MC- -FMS' --10YR-7/4 (TO BE REMOVED) 2 (65.5 + 11.83) 2 (.74L 40" 14.2 W 19LOT A SF± BOTTOM 65.5 x 11.83 (.74) 573 GPD 66 10YR 5/8 11.5' ,071 C.- PROPOSED FENCE SURROUNDING W-- TOTAL: 1082 S.F. 801 GPD C2 C POOL SHALL HAVE SELF-CLOSING. W W------ LS SELF-LATCHING GATES AND SHALL USE (7) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 90" 10YR 6/6 9.5' ms CONFORM TO ALL OTHER STATE & W W WITH 3 STONE AT ENDS AND 3.5' AT SIDES LOCAL REGULATIONS CA TV PROPOSED to 0; C3 10YR 7/4 I I POOL cc icp" I.LP. EXISTING 5 BR ,- v N FS DWELLING 1bYR 7/4 ad 152" 4.1' 144" 5.5' of - - - TOP BRICK W MA I LN NO GROUNDWATER ENCOUNTERED X I PATIO ELEV-22.4! APPROVED DATE BOARD OF HEALTH -- 40 10. FIFLOOR ELEV-23.1' I OR PROPOSED ADm"nON �/ ti •� I o 1 PROPOSED DECK PAVED '� TITLE 5 SITE PLAN DRIVE CO 0 Q 60" B v Q OF 0 �.,yr � 4 00% RESERVE 41 MOUNT VERNON AVE. OF Jim& '��y H YANN1'%%j '0RT') BARNSTABLE, MA ,� OVAL OF UNSUITABLE SOIL REQUIRED Iz AROUND SOUTHERLY ArEA OF LEACHING PREPARED FOR FACILITY. DOWN TO SUITABLE SOIL LAYER. REMOVE C2 LAYER WHERE ENCOUNTERED REPLACE WITH CLEAN MED. REMOVAL S A l W H E L A N AN L L 1,< SOIL INSPECT AND CERTIFY METAL CL S U COVER U- 0 1W DATE: NOVEMBER 27, 2006 REVISED DATE: FEBRUARY 1 , 2007 (B.W. PIT, JACUZZI) PROVIDE VENT WITH CHARCOAL FILTER AND BUGSCREEN (FINAL PLACEMENT WITH Scale:1 20' HOMEOWNER CONSULTATION) 0 10 20 30 40 50 FEET off 508-362-4541 fax 508 362-9880 -,H OF OF MRS ARNE H. ji ARNE OJALA H.LA down cope engineering., Inc. No. 30792 CIVIL OJA No.26348 �o�sF TE������ 0 Cl VIL ENGINEERS ON , LAND SURVEYORS "167 DATE 'ARNE H. OJALA, P.E., P.L.S. 939 Main Street YARMOU THPOR T, MASS. DCE #97- 167 97-167 WHELAN-WORKPLAN.DWG (DDF) 7 % A 4 F a. < Eli W 00 j 0 TYPICAL ASPHALT .12 l 2,1.: ROOF SHINGLES ­10 0 "j, A AZEK I x 8 FASCIA& FRIEZE BOARDS TOP OF P .1 Al -TYP. I x5/1 x6AZEK ITI dbRNERBOARDS , LD 41 F 16* W.C.SHINGLIt SIDING lo -TO WEATHER 04 6'4� 3'-4- 6'-4" "TOP OF SLAE I 1 X' 4 BEAD BOARD 7`1 ' ANDERSEN ANDERSEN c A 31 A 31 DOORS(VERIFY IN FIELD) SIDEELEVA ION STORMWATCH STORMWATCH LEFT'Sl D- E ELEVATI ON RIGHT T 8 BIFOLD W b b co QUIP. J8 co E R M,. 00 A to ANDERSEN'.r ., ANDERSEN TW 2452 A31 STORMWATCH STORMWATCH NEW 'COVERED POOL,- ' . , SHED FOR, POOL 'co "l 2 bo PUMPS to -10 NAU LTED CEI LING) `0� ANDERSEN b FWG 12068-4 TOP OF P _TE, r '12 12 164' 4 -7 LD ',,TOP 0 F�PLAT J*� co - PLAN FLOORT b sal TOP OF SLAB qOTE k, "CONTRACT ER FY A OR ISTO V I LL EXISTING CONDITIONS N 'SCALE_ 4 ELEVV 10 0, '�2.),�.CONTRACTOR.TO VERIFY ALL INTERIOR & EXTERIORVATERIALS, 'I"DE A E -DIMENSIONS IN THE FIELD -," p 0OL 'S RE REL VATI N P i"I ilA ;�4 1 7_ i�� 'T-0 DETAILS,:& FINISHES IN THE FIELD WITH OWNER 3. UGH OPENING HEAD'HEIGHT:OF WINDOWS AT . : )' RO FIRST-,FLOOR,TO BE 6-11 ABOVE SUBFLOOR' D A T E 4 % .-ALL GONSTRUCTIONTO CONFORM TO 780 CMR MASSACHUSETTS : I'l 10/2006 -J, Tr TH D IF ANY, �.STA E.BUILDING CODE E DESIGNER SHALL BE NOTIFIE ERRORS OR OMISSIONS ARE 'SE FOUND ON' PROVIDE UTjLITY,INSTALLATIONS FROM ,HOUSE TO:PbOL HOU 'THESE DRAW NGS PRIOR TO START OF D9,AWl% NO HE BUILDING CONTRACTOR VIKUNDE CONNECTIONS TO COMPLY W(ALL LOCAL CODES WILL BERESPONSIBLE FOR THE CONTE TR IN THESE DRAWINGS IF CONS LICTION % tOMMENCES WITHOUT NOTIFYING THE ALL,bONCRETE USED FOR'FOUNDATION WALLS FOOTINGSA SLABS, BE:'3000 PSI DESIGNER OF ANY ERRORS OR*OMISSIONS. j THESE DRAWINGS ARE SOLELY FOR THE USE 71 OF THE OWNER NOTED.ANY OTHER USE OF % 4 ITTE _ 4 CON5ENT'OF THE WR ,7, 'THESE DRAWINGSREQUIRES "7 THEIDESIGNER. 1, J. t s ai, - I- -1 I---- ____ - - ­ ___ -­ ___ - I - ___ I -__ I --- ­ . - _� , - , � I��,_�I I I- 1".. 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" � �... - � -� - I O N DO W C5 i2 Lo TYPICAL ASPHALT i2 0 ROOF SHINGLES a Ci. 10 10 AZEK 1 x 8 FASCIA& FRIEZE BOARDS TOP OF PLAT TYP. 1 x 5/1 x 6 AZEK - - --�J ------ CORNERBOARDS P 16'-0" W.C.SHINGLE SIDINGco 5"+-TO WEATHER TOP OF SLAB ANDERSEN ANDERSEN 1 x 4 BEAD BOARD A 31 A 31 STORMWATCH STORMWATCH DOORS(VERIFY INFIELD) LEFT SIDE ELEVATION- I L VATION \ 40 x6s w \ LOUVD EDBIFOL w \ b / ►�i b ° `� EQUIPS\ `° //' co ROOMra / rA A \ / A Alpv �-" . . ANDERSEN 4, 1„ /\ ANDERSEN TW 2452 f \ A 31 STORMWATCH / \ STORMWATCH • f/ NEW \\ � W / POOL \ COVERED Yam" b ' SHED FOR b r �1 co- // HOUSE \\ PPOOL UMPS b 12 12 Mai �j / \ 10 10� / (VAULTED CEILING) ANDERSEN b FWG 12068-4 TOP OF PLATE $ d' 8'-d' - L - 12 12 16'd' 3=6 -----� 4 4 FLOOR P LAN 70P OF PLATE. `,■n' � �f co - b v 'OJT 70POFSLAB --_ 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS ►~` �., & DIMENSIONS IN THE FIELD POOL REA ELEVATIO N SIDE ELEVATIU 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, SCALE : DETAILS, & FINISHES IN THE FIELD WITH OWNER 1/4if = 1I-O�� 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6-11" ABOVE SUBFLOOR DATE 4.) ALL CONSTRUCTION TO CONFORM TO 786 CMR MASSACHUSETTS 11/10/2006 STATE BUILDING CODE THE DESIGNER SHALL BE NOTIFIED IF ANY 5,) PROVIDE UTILITY INSTALLATIONS FROM HOUSE TO POOL HOUSE ;ERRORS OR OMISSIONS ARE FOUND ON VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES THESE DRAWINGS PRIOR TO START OF' DRAWING NO. CONSTRUCTION,THE BUILDING CONTRACTOR 6.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION TO BE 3C�OO PSI COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER. NEW Z Q p NEW CONC. ['OOL NEW CONC. .- _ Y C) O CV PATIO 18 x 42' PATIO C: g'-a' w � 30'-tT (ADDITION) 10'5" (ADDITION) w N 1� 1 CENTER POOL ON NEW _ r r r - ,6-9, 5'-U' 2'4' 11'-01 13'-0" COLUMNS&SLIDING DOOR - 11'-8"t CL4 o � 2-5r 7-0 210 2-10 ?B\, I � A6 1 A A6 z NEW io STEP b 1 c c c `" 41 - - - - - - - - - - - - - - - , � UP LIN. to CONC. CAB. x 6-5 6-5 { APRON o so d NEW 10' DIA I l zd NEW COLUMNS { fA tV � � 1 i NEW COVERED I BATH m.�., %,..�.POR1CHto 0 Z - o 1 I O� (SLATE SURFACE) I o O b x x Lo o e 3_8 ^ to .0 co NEW ANDERSEN p p { ^ N — FWG 12068 4 NEWL ----- ----- rr __—�----- -i-Ir---- o L y. _ _ �, `� j ,—. I �; ='1 NEW NEW 24"x 24" d GARAGE l_l_..J I Ia t I I L-------- II I.I I i Jf � DOG DOOR W/ �Z (4rn LONG.SLAB �`��,� 1 _ I I Ill 1,__ — (--- I (OFFICE RAMP, bo !//��\ �— n I f I I�----- --- I I (VERIFY IN FIELD) SLOPE 2"TOWARDS - i 1 I t! it ,' III c DOOR) ICE I l i I �-=� r� iii i i i VA 11 6-8"` MAKER �-- � NEW ST BEAM o __ __---- — — _— — NEW II !! Iwl _ _ WETBAR I I NEW 10"DIA. II TRASH _ p� i --- I i COLUMNS I1 �� BIN b? C . co 1 I I — �' \� II i F� II I m t UPEj 1 W B CLOS. Ii m EXPANDED I tar-ar 2'-2 BROSCO Ill Z( d 2'0"x 4'0" Ill I FAMILY I LY �O 12'-Z' 11`8" INTERIOR Ill ROOM I---■I (ADDITION), f= AWNING W oIO p� I SINK co Q � 28 x 68 NEW � f� WINDOW T 1 C III �.+ I A6 i» Ir--� ALLY III A6 SHELVES F FIRST FLOORPLAN � _ w � ! I I TRANSOM DW h DN. ABOVE NEW II i EXISTING FIRST FLOOR = 2055 S.F. MARVIN I �__ 2r6ux6rgu , �-- .- �`-- CASEMENT iJ �---~— FRENCH 11 EXISTING SECOND FLOOR = 1760 S.F. NEW TEMPERED A IEW BROSCO 1 1 x � FFF����III DOOR . $4$ S.F. MARVIN A6 15 LITE INTERIOR ! i i f �.NALL EXISTING LOFT CASEMENT NEW FRENCH DOORS �__ i I OVENS f f EXISTING LIVING SPACE = 4663 S.F. TEMPERED MARVIN r' • CASEMENT ta°a II � W TEMPERED NEW GARAGE = 52$ S.F. NEW NEW FIRST FLOOR = 423 S.F. MARVIN NEW SECOND FLOOR = 535 S.F. CASEMENT �_ NEW COVERED PORCH = 37$ S.F. _ / I REMOD. NEW ADDITIONS = 1864 S.F. EXIST. EXIST, KITCHEN GAZEBO W NEW I �Z � W ALTERATION PERCENTAGE = 40% �'� v NEW LAUNDRY � LAUNDRY I E � CASEMENT NEW WINDOWS I O LEGEND: IN GAZEBO I u EXISTING WALLS ❑ II SINK II— mot-- . "_ i CONSTRUCTION TO BE REMOVED NEW j 1CLos.1 F---� W CONSTRUCTION +/^� �+ /� NEW THERMATRU EM NEW V V N V T R U CT I V N MARVIN CASEMENT 15 MARVIN LIT EXTERIOR r■� y CASEMENT RkENCH DOORS to NEW ems{ VIN CASEMENT 5c N I { { W w d SMOKE DETECTOR _l 1 _ CARBON MONOXIDE DETECTOR NOTES: \�`�\'`���� ��; EXIST. 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS �� \� `J 1 LIVING 1I � & DIMENSIONS IN THE FIELD � � I �, �, I { I Up EXIST. & EXTERIOR MATERIALS DINING 2.) CONTRACTOR TO VERIFY ALL INTERIOR I _ DETAILS, & FINISHES 1N THE FIELD WITH OWNER I I I HT OF WINDOWS AT I I EXIST. 3.) ROUGH OPENING HEAD HEIGHT ( I FIRST FLOOR TO BE 6'-10" ABOVE SUBFLOOR Z I ! HALL EXIST. 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS I i � SCALE • STATE BUILDING CODE 5.) CONTRACTOR TO REMOVE EXISTING DOORS, WINDOWS, I I s 4" = 1 '-D" WALLS, & ROOFING AS REQUIRED FOR NEW CONSTRUCTION. / 6.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS l i EXIST. EXIST. EXIST, EXIST. TO BE 3000 PSI DATE • EXPANDED { i DECK I I 11 /10/2006 INSTALL NEW DECKING Lo 1 &RAILINGS TO MATCH I I 00 JOB NO . 1 I EXISTING,MAHOGANY { I I DECKING&WHITE TIMBERTECH I I , RAILINGS ! I I WHALE N THE DESIGNER SHALL BE NOTIFIED IF ANY DWG. N0. . ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 7,-0 44_Z f WILL BE RESPONSIBLE FOR THE CONTENT (ADDITION) (EX,ISTING) IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER. I z Q d~ � o N 0 Q ' `o � 30'-U' 37'-5'1 ol w C`7 (ADDITION) (ADDITION) r� C/) W CN 2-d 2-d' 26-d 9'-9 20-2 5'-8 w (SHED DORMER) (ADDITION) (EXISTING) (EXISTING) � O I 1 1 1 1-GYI 1 1- 11 i 11 1 11 '1 1 11 O 3-5' 2-1d 5-3" 12 V 2-d' 2 0 2-8 3-1 2`-d 16'-1d 3'-4 d A B A6 A6 F IF 114 1 F f NEWb C) I � ROOF i 3 X4' �� i DECKNEW HO R NEW SHED ROOF co 0 NEW ROOF Q o h NEW q< I W.I C. W M BATH / DECK w ROOF LINE I N E V V I M J DROPPED VA UNDER WINDOWS H GUEST _ I to 6 ANDERSEN o e I _ 1 a Z SUITE I N' FWSL1768 S) b 0 o N i ' NEW DN. SITTING o EXIST. 0 x `✓3'-T' 6'-2 �n ROOM MASTER ED� c X xJ I -- -� 2 g°x 6 g11 (✓ 21p,1 X 61p11 BATH ir G7 D � w m D w I 4 0"C.O. , 21 CII F F EXIST. CL S I 0' 1 31ot1 v CI�II I � �__'o FOLDING 1111 I I BN L vi I I � G G G i A6 fV 1 u n 1 n 0° 5-31/2' 2'-1d 2-10 5-3112' 1'-8 5`-2 2-4 9v Qs ... ! ! y< EXIST. w 2'-d' 2'd' 16'-3" 9-2 I MASTER EXIST. (SHED DORMER) A i BEDROOM BEDROOM w � H ' ! Y. C `° o A6 ► C q . I 1 (ADDITION) A6 -NEW SHED ROOF CLOS. 1 \ i � \ IUDJDN. w EXIST. MST. EXIST. x W BATH W ST. c� • uri —•—EXISTING ROOF -----► EXIST. CL EXIOS. O 0 X _H +iZ W BEDROOM = = = _ = = � 0 Ld � X X w0 z XIST. EXIST. W EXIST. z HALL BATH � W EiXIST. Los DN. �� hl c . . . _ .r. _ - - - > CLOS. cLos. � EXIST. 17 SEC' u" ND FLOOR FLAN w UP W O � EXIST. s W `-� WINDOW SCHEDUL E w EXIST. EXIST. TYPE MANUFACTURERS UNIT ROUGH OPENING REMARKS BEDROOM BEDROOM X A ANDERSEN TWT 2615 2'-8 1/8" x 1'- 7 7/8" D.H. TRANSOM (STORMWATCH) W B "' " A 251 2'-4 7/8" x 2'-0 5/8" AWNING (STORMWATCH EXIST. SCALE C TW 2452 2 6 1/8 x 5 5 1/4 DOUBLEHUNG (STORMWATCH) LINEN D if 11TW 21052 3'-0 1/8" x 5'-5 1/4" DOUBLEHUNG (STORMWATCH) 1 /4 _ 1 '- 03$ E 11 It C 335 6-0 3/8" x 3'-5 3/8" CASEMENT(STORMWATCH) F If "' TW 2442 2'-6 1/8" x 4-5 1/4" DOUBLEHUNG (STORMWATCH) EXIST. EXIST. EXIST, EXIST. EXIST, EXIST. DATE . G " '" AW 251 2'-4 7/8" x 2'-4 7/8" AWNING (STORMWATCH H TW2446 2'-6 1/8" x4'-9 1/4" DOUBLEHUNG (STORMWATCH) 1 1 /1 0/2006 i if " A 31 3'-0 1/2" x 2'-0 5/8" AWNING (STORMWATCH) —►----EXISTING ROOF ----•— NOTE:CONTRACTOR TO VERIFY ALL W NDOWS WITH OWNER AND ROUGH OPENINGS JOB NO . WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS WHALEN D WG. N 0 . 36'=2°t (EXISTING) � o � o Q ' ANT CONT. RI'DGE VENT 12 12 EXIST. "�?�' OHO O EXIST. ►� w O � NEW ASPHALT SHINGLES TO MATCH EXISTING ---� NEW FASCIA&FRIEZE BOARDS TO MATCH EXIST. i TOP OF PLATE f i ! z 1 X w 12_.• g (12 '.•" EXIST. SECOND FLOOR 2* 1 SUBFLOOR TOP OF PLATE C9 0 0 o_ NEW W.C.SHINGLE SIDING x w TO MATCH EXISTING W/ z WOVEN CORNERS w 0 r2i - t_-, 'll . , FIRST FLOOR t� SUBFLOOR Fffl --- --- - NMI[ -um I I I I I I rLT-17 L ' FRONT ELEVATION o �I ~ 0 I� • EXIST. hit �� �12 � EXIST. 12 �� NEW 1 x 8 FLYING RAKE BOARDS W11 x 3 DRIP& 1 x 4 SUB-RAKE 12 EXIST. 12 0 o TOP OF PLATE 12 w w r SECOND FLOOR SUBFLOOR TOP OF PLATE 114y. O z WEATHERBEST CRYSTAL X�{ WHITE RAILINGS ui X w a � � �—�-i 1 NEW WHITE TIMBERTECH � �1 RAILINGS FIRST FLOOR NEW MAHOGANY SCALE • SUBFLOOR DECKING 1 /4" = 11 --0" NEW AZEK VERTICAL DATE AZEK I x 6 VERTICAL BOARDS TO MATCH BOARDS W/V-GROOVE CARRIAGE STYLE O.H.DOORS LEFT SIDE ELEVATION EXISTING CONDITIONS (VERIFY MFR.&STYLE W/ 11 /10/2 O 0 6 OWNERS) JOB NO . WHALEN DWG. N0. i i c� o N � 0 Q C�orn w � `y CONT. RIDGE VENT ( w 1n 12oo `` w N 9 EXIST. ^ � ►� W 5p117 '�—'-'-- NEW ASPHALT SHINGLES C3 =I= TO MATCH EXISTING 0 co NEW FASCIA&FRIEZE BOARDS TO MATCH EXIST. i TOP OF PLATE i FE X w v SECOND FLOOR SUBFLOOR Sir TOP OF PLATE ❑ NEW W.C.SHINGLE SIDING 9 e e f TO MATCH EXISTING W/ WOVEN CORNERS LL z u=7 ❑ ❑ v w TH FIRST FLOOR f� SUBFLOOR If REAR ELEVATION- z 12 - 12 W EXIST. - i EXIST. EXIST. r 12 5t NEW 1 x 8"FLYING RAKE' 1�1 BOARDS W(1 x 3 DRIP& 1 x 4 SUB-RAKE r TOP OF PLATE rr I Ll 11 IL/J// r I /r✓ ! w Q �I I I SECOND FLOOR z t_ SUBFLOOR _TOP z i OF PLATE 1 V w \lj NEW 10"DIA. z w COLUMNS UE/ r e� H NEW WHITE TIMBERTECH NEW WHITE TIMBERTECH RAILINGS ElE RAILINGS NEW MAHOGANY FIRST FLOOR DECKING SUBFLOOR _ SCALE . 1 /4" 1 '-0No wig DATE NEW AZEK VERTICAL RIGHT NEW 24"x 24"DOG DOOR BOARDS TO MATCH W/RAMP(VERIFY IN FIELD) EXISTING CONDITIONS 11 /1 0/2 0 0 6 JOB NO . WH ALEN D WG. N 0.