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HomeMy WebLinkAbout0030 CEDARWOOD ROAD - Health ( 30 CEDARWOOD�.;--- l 4 A=020.129 3�`�� tl f Y� No.------------------ Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2pplicat ion for Veil Congtruction3permit Application C is hereby made for a py Construct Alter or Repair ( )an injividual Well at:rmT AL't Location.- Address Assessors Map and Parcel 0) Ownee Address -------- ........... --- —----- Installer— Driller Address 7 V/1 Type of Building Dwelling Other - Type of Building No. of Persons- < C f* Type of Well Capacity-----/----.--- Purpose of Well Agreement: The undersigned agrees to install the aforidescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation The undersigned further agrees not to place the well in operation until a-Certifiate . in a has been issued by the Board of Health. Signed �Z o Application Approved By..., bate Application Disapproved for the following reasons: date Permit No. Issued ate BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of COMPliallEP THIS IS TO CERTIFY, That the Individual Well C n t d Altered or Repaired by k__ Installer C' —------------ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Brotecyon Regulation as described in the application for Well Construction Permit No.il'7400 3-0 17 Dated W.3 THE ISSUANCE OF THIS CERTIFICATE SHALL.NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector G6 3 - o ! P. �--- ------ Fee------------------- BOARD OF HEALTH r TOWN OF BARNSTABLE Application for Well Cootruction Permit App 'cation is hereby made for a p rmit o Construct (41 Alter ( ), or Repair ( )an individual Well at: 30 ---------------------- --- — ------ ----- Location - Address Assessors Map and Parcel y" - —Address r Installer" Driller Address / Type of Building l Dwelling------,— -- --—---- - , Other - Type of Building—{- -------- No. of Persons--`------------------------ Type of Well —__ Capacity----� ( -- - -- Purpose of Well---- -'L=K"— Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisionslof The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to ' place the well in operation until a Certifi to pf'C6,'m.l a has been issued by the Board of Health. ran/v-3 5 — Signed -- l--da------- j Application Approved By �-------------- Z 2 G 3-- date I � Application Disapproved for the following reasons: ----------— —- —— - ---—----- `�. — date y j Permit No. w 1 3 I — Issued-----`� 2—Z 3 - -- ---- ( (date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f ComPliance THIS IS TO CERTIFY, That the Individual Well Constr.0 led ( , Altered ( ), or Repaired,( ) -------------- Installer w � t -_..... -.....has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protec•ion _ i Regulation as described in the application for Well Construction Permit No.�="1-��-3���7 Dated--�-,-��t G THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------------------- - —-- Inspector--- - —---------------------------------- -- - i BOARD OF HEALTH TOWN OF BARNSTABLE Well Con5tructionpermit GJ2tx3-017 � � , , t ` �; `r No. Fee ` Permission is hereby granted to Construct ( ), Alter ( ), or Repair ( ) an In ;vidual Well at: , NO. -- Street as shown on the application for a Well Construction Permit No. __�=J f.X Dated— 5~ 2 G --- --------------------- n - Board of Health DATE r i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C o SYSTEM INFORMATION(corrtirwed) 'rop"Address: 30 Cedarwood. Road., Cotuit , MA Owner: Gordon Nelson Date of Inspection:/ TI TOR HOLDING TANK: (Tank must be pumped prior to, or at time of, inspection) (loc eon site plan) Depth elow grade:_ Materi I of construction:_concrete_metal_Fiberglass_Polyethylene_other(explain) Dimens ns: Capacit gallons Design ow: gallons/day Alarm p esent Alarm I vel: Alarm in working order: Yes_ No_ Date o previous pumping: Comm nts: (cond' ion of inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOX:✓ (locate on site plan) Depth of liquid level above outlet invert:(0 _ Comments: (note if level and distribution is equ (,.evidence of solids carryover, evidence of leakage into or out of box, etc.) PUM CHAMBER:_ (local on site plant Pumps in working order: (Yes or No) Alarm in working order(Yes or No) Comm nts: (note ondition of pump chamber, condition of pumps and appurtenances,etc.) revised 9/2/98 Page 8ofII ;i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) 'rop"Address:30 Ced.arwood. Road., Cotuit , MA Owner: Gord.on Nelson Date of Inspection: e? B DING SEWER: (Loc to on site plan) Dept below grade:_ Mate al of construction:_cast iron_40 PVC_other(explain) Dista ce from private water supply well or suction line Diam ter Com ents: (condition of joints, venting, evidence of leakage,-etc.) SEPTIC TANK:_ (locate on site plan)Depth below grade: J r Material of construction:)concrete_metal_Fiberglass _Polyethylene_other(explain) If tank is metal, list age_ Is-age confirmed by Certificate of Compliance_ (Yes/No) Dimensions: Sludge depth:' r Distance from top of sludge to bottom of outlet tee or.baffle: _ Scum thickness:_ Distance from top of scum to top of outlet tee or baffle: g Distance from bottom of scum to bottom of outlet,twee or baffle:l t/ How dimensions were determined: D P4--l— 'omments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) d c i GREASE TRAP: f loc a on site plan) Depth below grade:_ Materi I of construction:_concrete_metal_Fiberglass _Polyethylene_other(explain) Dimen ions: Scum ickness: Distan a from top of scum to top of outlet tee or baffle: Distan a from bottom of scum to bottom of outlet tee or baffle: Date f last pumping: Com ents: (rec mmendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evi ence of leakage, etc.) revised 9 2 98 Page 7of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM 4 PART C SYSTEM INFORMATION 'rop"Address: 30 Ced.arwood. Road., Cotuit , MA Owner: Gordon Nelson Date of Inspection: X I/G-1 el FLOW CONDITIONS RESIDENTIAL: Design flow: V50 g.p.d./bedroom. Number of bedrooms(design): Number of bedrooms (actual):, Total DESIGN flow -�,,SO Number of current residents:(— Garbage grinder(yes or no): A- v Laundry(separate system) (yes or no)4?z0f yes, separate inspection required Laundry system inspected (yes or®) Seasonal use (yes or no):,d Water meter readings, if available (last two year's usage(gpd): i,-/ Sump Pump(yes or no): Last date of occupancy: COMMERCIAL/INDUSTRIAL: Type o establishment: Design low: qpd ( Based on 15.203) Basis o design flow Grease rap present: (yes or no)_ Industri I Waste Holding Tank present: (yes or no)_ Non•sa itary waste discharged to the Title 5 system: (yes or no)_ Water eter readings, if available: Last d e of occupancy: OTH :( escribe) Last to of occupancy: GENERAL INFORMATION PUMPING RECOR- DS aid source of information: System pumped as part of inspection: (yes or no) d/D If yes, volume pumped: gallons Reason for pumping: TYPE OF STEM 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) I/A Technology etc. Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other APPROXIMATE AGE of all components, date installed(if known)and source of information: 6 Sewage odors detected when arriving at the site: (yes or no)A✓v I revised 9/2/98 Page 6of 11 t SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 30 Ced.arwood. Road , Cotuit , MA Owner: Gordon Nelson Date of Inspection: .Z_/� Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yesi No tes _ Pumping information was provided by the owner, occupant, or Board of Health. 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. ✓/ _ As built plans have been obtained and examined. Note if they are not available with N/A. v _ The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. v _ The site was inspected for signs of breakout. l/ _ All system components, excluding the Soil Absorption System, have been located on the site. _V/ _ 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: r✓ _ Existing information. For example, Plan at B.O.H. Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) / (15.302(3)(b)) y _ The facility owner(and occupants,if different from owner) were provided with information on the proper maintenanra-0f SubSurface Disposal Systems. revised 9/2/98 Page 5ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM r PART A CERTIFICATION (continued) Property Address:30 Cedarwood. Road., Cotuit , MA Owner: Gord.on Nelson Date of Inspection: D. SYSTEM FAILS: Yo ust indicate either "Yes" or "No to each of the following: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No Backup of sewage into facility-or system component due to an 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 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. E. LARG SYSTEM FAILS: You must i icate either "Yes" or "No" to each of the following: Th following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System) and the system is a significant threat to public heal h and safety and the environment because one or more of the following conditions exist: Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply - _ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA) or a mapped Zone II of a public water supply well) The owner o operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the apartment for further information. revised 9/2/98 Page 4of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 30 Ced.arwood. Road., Cotuit owner: Gordon Nelson Date of Inspection:-—/L S 1 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 the public health, safety and the environment. 1) YSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303(1)(b)THAT THE SYSTEM I NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) YSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF ANY)DETERMINES THAT THE SYSTEM IS NCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE 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 soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS 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. Method used to determine distance (approximation not valid). 3) THER revised 9/2/98 Page 3of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) 'roperty Address:30 Ced.arwood. Road., Cotuit , Ma Jwner: Gordon Nelsn Date of Inspection: INSPECTION SUMMARY: Check 08, C, or D: A. SY TEM PASSES:- , I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist. Any failure criteria not evaluated.are indicated below. COMMENTS: B. SYSTEM CONDITIONALLY PASSES: ' ne or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon mpletion of the replacement or repair, as approved by the Board of Health, will pass. Indicate yes no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If "not-determined, explain why not. _ The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached)indicating that the tank was installed within twenty (20) years prior to the date of the inspection; or the septic tank, whether or not metal, is cracked,structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. 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 revised 9/2/98 Page 2ofII CO'T%n1O.Y"EALTH OF MASSACHUSETTS 7 ExECU TIVE OFFICE OF ENVIRONMENTAL AFF. � DEPARTMENT OF ENVIRONMENTAL PROTE O .� ONE RI\TER STREET, BOSTON big 0210E (617) 292-5500 Afl v� 110 tSoT� RUDZ�.0 NE 0 Sec# tan jy9 r T ARGEO PALL CELLUCCI d O DAV B.'=ST .,.HS Governor 44¢p SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM C. s.oner PART A CERTIFICATION Property Address: 30 Cedarwood. Road. Nameof0ypn oxd__Qn �i�lso do JJ �1 Address of Owner: r r " t U 1 t , MA Date of Inspection: „Z—�G�-tY �Jt ' � Name of Inspector:(Please Print) Wm. E . R ob ins on, Sr . I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: WE E . IMinson Septic Service Mailing Address: P.0 . Box 1089, Centerville , Ma Telephone Number: 7 ry K—8 T T h r—i CERTIFICATION STATEMENT 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 a p Inspector's Signature: ! Date: �� 7 The System Inspector shall submit a copy.of this inspection report to the Approving Authority (Board of Health or DEP)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, NOTES AND COMMENTS revised 9/2/98 Pagel of11 ii Pnmed on Recycled Paper tea' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) rop"Address: 30 Ced.arwood. Road., Cotuit , MA 0— Gordon Nelson Date of Inspection:o;Z--141 g 5 NRCS Report name Soil Type_ Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate Deep LIZ SITE EXAM Slope Slope water Check Cellar ) Shallow wells / Estimated Depth to Groundwater Feet Please indicate all the methods used to determine High Groundwater Elevation: / Obtained from Design Plans on record v Observed Site (Abutting property, observation hole, basement sump etc.) Determined from local conditions Checked with local Board of health —Checked FEMA Maps Checked pumping records Checked local excavators, installers Used USGS Data Describe how you established theh Groundwalq Elevation. (Must be completed) revised 9/2/98 Page 11of11 f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) "roperty Address:30 Ced.arwood. Road., Cotuit , MA , Jwner: Gordon Nelson Date of Inspection: 07 .1 Wy SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permarent reference landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) r` C . 3 , � 1 V� i revised 9/2/98 Page 10of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) 4op"Address: 30 Ced.arwood. Road., Cotuit , NIA Owner: Gordon Nelson Date of Inspection:.2.-/&-F`7 SOIL ABSORPTION SYSTEM(SAS):_ (locate on site plan, if possible; excavation not required, location may be approximated by non-intrusive methods) If not located, explain: Type: leaching pits, number:_ leaching chambers, number: leaching galleries, number:_ leaching trenches, number, length: leaching fields, number, dimensions: overflow cesspool, number:_ Alternative system: Name of Technology: Comments: (note condition}of soil, signs of hydraulic fail level levell of po ding, damp soil, condition of vegetation, etc.) r �— !Y /J G G 1y Al S7 2 CESSPOOLS:_ (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: )epth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow (cesspool must be pumped as part of inspection) Co ments: (not condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRI _ floc a on site plan) Mat rials of construction: Dimensions: De h of solids: Co ments: (n a condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) ` revised 9/2/98 Page 9ofII No. Fee THE COMMONWEALTH OF MAS-SA HU ETTS Entered in computer: _/ ' Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0[ppYication for IN-4pad *pgtem Congtructiou i3ermit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. caner' Name Address and Tel.No. 30 Ced.arwood. Rd.. , Cotui MA Tor an Nelson Assessor's Map/Parcel / P.O . Box 243 , C Otult , MA I alley' ame d ss,and Tel. Designer's Name,Address and Tel.No. tm. IoIinsonN peptic Service Pesce Engineering, P.O . Box 321 P.O . Box 1089, Centerville , MA Osterville , MA ,..r.. • •Typeof Building: Dwelling No.of Bedrooms 2/3 Lot Size sq.ft. Garbage Grinder( ) •••.•••-—Other—Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Sand. Nature of Repairs or Alterations(Answer when applicable) New Title 5 leach system a c c o r d.ing to the plans of Pesce Engineering. 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 Certifi- cate of Compliance has been issued by this of Health. nn Signed Date `I y Application Approved by Date Application Disapproved for the following reason i Permit No. Date Issued � /V 50 �, �• o. . _ _ o� - Fee THE COMMONWEALTH OF MASSAAETTS _,3nmred in computer: Yes 'PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for Mt-4poear *p.5tem Conelruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. caner' Nam d ss and Tel.No. 30 Cedarwood Rd.. , Cotuit MA GPordan Ve son Assessor's Map/Parcel t��r- / P•0. ,BOX 243, Cotuit, MA I ler's a ne; ess and Tel. „'Designer's Nam , d ress and Tel.No. . 1'. r�'� I son eptic Service Pesce Lfi�gineering, P.O . Box 321 F 0. Box 1089, Centerville, MA 0 jiville; MA Type of Buildin . 2/3 it r Dwelling No.of Bedrooms Lot,Size/ sq.ft. Garbage Grinder( ) Othe Type of Building No�A �sons� Showers( ) Cafeteria( ) Other Fixtures t !;* 1"V '' Design Flow gallons per day. Calculated4oaily flow gallons. ' Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Sand. , ' ,`-. * Description of Soil ,, - n New Title 5 leach system accordin Natare'of Repairs or Alterations(Answer when applicable) g to they, plans of Pesce Engineering. 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 Pvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu d by this of Health. `'� Signed _Date /X—9 Application Approved by Date Application Disapproved for the following reasons/. / s-w Permit No. Date Issued 4 -- THE COMMONWEALTH OF MASSACHUSETTS ' ` - Nelson BARNSTABLE, MASSACHUSETTS .r Certificate of Compliance ., THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired(X )Upgraded( ) Abandoned( )by Wm. E . Robinson Septic Service / _ X it�f' 30 Cedarwood- Rd.. Cotuit � at has been constructed m$ae6rdance with the provisions of Title 5 d the for Disposal System Construction Permit No. dated Installer Wm. E. Robinson Septic Ser. Designer Pesce Engineering\/, ,, X\, .� The issuance of this pe t all to a nstrued as a guarantee that the tN, nct'on as ts ig*Date Inspector0 -------------l�----------------- No. Fee r e, THE COMMONWEALTH OF MASSACHUSETTS ' PUBLIC HEALTH DIVISION - BARNSTABLE MASSACHUSETTS Nelson Mizpaal *pgtem Construction Permit Permission is hereby granted to Construct( )Repair(X )Upgrade( )Abandon( ) System located at 30 eed.arwood Rd. , Cotuit, MA and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. a Provided: Constructi n must o leted within three years of the date of ' error . O Date: Approved by r i' t-. 1/6/99 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. - CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS) L hereby certify that the application for disposal works construction permit signed by me dated concerning the property located at meets all of the following criteria: • The failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. • There are no wetlands within 100 feet of the proposed septic system • There are no private wells within 150 feet of the proposed septic system • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] • If the S.A.S.will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation, Please complete the following: A) Top of Ground Surface Elevation(using GIS information) B) G.W. Elevation +the MAX. High G.W. Adjustment. _ DIFFERENCE BETWEEN A and B SIGNED : DATE: [Sketch proposed plan of system on back]. q:health folder:cert No._w__ -----q---- ---- ��j� �� _Fe --- -d BOARD OF HEALTH TOWN OF BARNSTABLE Zippiication-*rVe1C Con5tructionjermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair (✓fan individual Well at: JD fKoa W00,0 2j . eon It -------------- -------------------- - - Location — Address Assessors Map and Parcel Ca o r e /S v /V co t-" 7- Owner n / Address 0_A -S C /v i�� • �u o �Co O l�C G L e t ,�i �c Gd G 4� Installer Driller Address Type of Building Dwelling — — - ---------------------------- Other - Type of Building ------- No. of Persons-------------------------—__—__—_------- Type of Well------�-- - - - Capacity--- - - --——---- — -- Purpose of Well--Ov__/1`'S h C_ w C4 Tr` ----- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a C rtific of Compliance has been issued by the Board of Health. ��. Signed - — ------- - ----.-------- -�---------- date Application Approved By date Application Disapproved for the following rea s:---------------- --_ ---------- - --- ---------------- ---- ----------- --- Permit No. (/![-�/�—` --------- Issued-- -- ---�-� __--------date--------- te BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of Compliance THIS IS TO CERTIFY, That the e Individual Well Constructed ( ), Altered ( ), or Repaired b 0 A Sca yj. -- - ------------------------------ ------------ --- Installer { 3 0 , (-eoal 10,90d o J`uat has been installed in accordance with the provisions of the Town of Barnstable BPIF eal h Private Well Protection Regulation as described in the application for Well Construction Permit No THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--- Inspector -------—----- ns — --_ P No.----=' l- ---- ------------ f BOARD *OF HEALTH F . TOWN OF BARNSTABLE Z(PplicatioftOrMelt QCongtrurt ionpermit Application,is hereby made;for a permit to Construct.(', ), Alter ( ), or Repair (r'jan individual.Well at: Location Parcel ,Address'. ,`Assessors.Map and Pl P .ISU", 70 . c.a 44rwCod ,�4 Coht � T - —— -- ---------- Owner Address _14 A S c c_ r,r-` i-f 1--- /'v ✓J��r / Installer — Driller Address —— kfT pe'of Building • Dwelling = ---------- - Type'of Building -- ------------------- No. of Persons—___--------------- _--- Pt �Jc Type of Well—---- - --- Capacity--- -- — -- -- ----- '� Purpose of Well PS ri c w Grr r t Agreement: i The undersigned agrees.to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the,well in operation until a C rtific of Compliance has been.issued by the Board of Health. Signed y" date. Application Approved By ® —--— f ;- -- i date Application Disapproved for the following rea` s: --------- ; W /�n � - -- --- - -- datePermit No. — - Issued -- — -- ----------- {{ r dte :n}'dld.i!ii3ii3ititi$!Af6P_✓!i!i44!i?i9A1ia, !iel�liR!'�r!hi! !F�N'�9'-V li l6MG!.iVNOYVi4 i!dge}u i.!YrtlKf�fJRi-4il:i{T�!sOi4aYi.4ldW�igG4Y;i616f�44;a1i$Y9a!ii1P f..i!Mf�4il i!rQGQ6libiRil+ii. BOARD OF HEALTH TOWN , OF BARNSTABLE 1 �ertifirate Of THIS IS /TKO CERTIFY; That the Individual Well Constructed ( ), Altered ( ), or Repaired O A SG G( ry✓t.c Installer 30 Ce a� wavd /�� eo t, t 7� has been installed in accordance with the provisions of the Town of Barnstable Boa d E eal Private Well Protection Regulation as-described"in the application for Well Construction Permit No -Dated.---- ___ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACT�ORk. DATE----- t �� - Inspector=-------- —------- + t ''�e'}iYi!i!i!G?iKTi4ii!+9i+lylili!►1i+�Y19Y!Ylii'3G!� JjV. !bgSsetii6PitYliti�N�i!�oiRi!�'li4yf4oi!►2AiN2iP�4i9iBi±iPi!^^Y!^!F!9w!M!^M BOARD OF HEALTH, TOWN OF' BARNSTABLE Well ConstructionVermit No. ------ --=-- Fee_— dA Se-4Q A,, / ' Permission is hereby, granted to Construct ( ), Alter ( ), or:Repair (� an Individual Well No. 3 d C �G/woe-Ad � d , . s �!_ -1zt----------- - -- - -. Street — as shown on the application for.a Well Construction Permit No.- Date --, ----- ------ g -- Board f Health DATE f f i T T 1 1 From PGt WA TzR) m.� jet f -'L ii 1\ � •---•, � � � E��y`4�`++`iLaatr s � µp.�-��t� „L_ r� igo m\4�, ;!$f0&tt n r7 f r _.,..1 �! y* o Ll NZ R t3J�li�.-- r ���` � �• No. "� � `! �' �' ��� f�RAW5T LE140fi FIT 9 t'UMPED AND\ F'I!. A f'F'RO- A�iTING OF X _f�,1 TANA- � , 80 fT ,d. DECK N IJ JJ{{ jj OW 1114 '•.� �� ';ram .� � § �. � ! ` "'4^-•,�,,,,_,�..�.._.,•...,r .r -""' '\,1 .4, µ 1 @fie'': a�df� _ 3 T ~�`�--.. "�` "` .�'�_� ~�_• '�=�"'�,. — — .ate.—,,;`-�--• .—., 3£r, oy ;S coMNLED mow coxPurmNO ARUI-M a PL'Ar 1 ND THIS RMORDSO PLAN Je`4/33 #W,' II ` '1VSTRUMFIff SbIRP^Y IS 2F DEEDS: lr, TOWN OF ARNS,T�ABLE �'A - �� "' SEWAGE # / VILLAGE ASSESSOR'S MAP & LOT '—/ INSTALLER'S NAME&PHONE NO. U>a s'zt •- '� '�S'�')''� '� 11 SEPTIC TANK CAPACITY i LEACHING FACILITY: (type) ; —/42.6 (size) %s':a�S— ;L' NO.OF BEDROOMS 3 BUILDER OR OWNER '�c PERMIT DATE: L 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 r i� �;;� �� � . �� c� :�� � . :a � � �� �� �;w n �0` � 1 Frcirn Lynck E:----.ci '508-412S---�5760 pcll 449 Rer, LV Sxvdwicb, AM 029ri FAX(.W)W-6"6 CUENT-1 GofxJen Nelson CXAT7ON: 30 Cadarwood Rd. ADDRESS: Oo Elizabeth Lynch Cotuft, MA 02635 702 Putman Ave. Cotuit, MA 02635 COLLECTED 5 Y: DA Scanneil U MPLE DATE: 2-8-99 SAIIIIPLE 17ME., 12:00pm WATER SA MFL E 'rYPE.- New'Well 11,4 It RECENED: 2-.8-99 AS 1.0. #., 992143 +4rlfu SPECS.. N/A -SULrS OF ANAL PSIS: Recommended Mw*uft MeMod Date Analyzed Vmtft Colft. bacteria /100MI 0 9222 B 2/8/99 PH pH units 6.5-8.6 4500 H+ 218/09 Lund 'once urnhos/cm 500 120.1 2/8/99 mg/L 10.0 4500-NO3 E 2/8/99 mg/L 28.0 200.7 2/9/99 Iron rnqlL 0,3 2003 2/0/00 Afenganase mg/L 0.05 200.7 219/99 COMUMS- Low pH indicates high corrosive i'l-viiocteristics. WATER MEETS EPA STANDARDS AND ISSUMASLE JeOR ORIWING PURPOSES FOR PARAMETERS TESTED, .-;Zoo <=Ie�s than >--oreater than r,';TC--loa numerous to u3unt 'From Lynch Esq 508-428-7560 P01 t Elizabeth An. tynch At�nrn�y.�t 4,�rvy 702 Putnam Avenue Telephone and Fax FAX COVER 98 4EET DATE: Fcbruary 11, 1999 TO: Toni McKeon FAX NO. 508-790-6304 FROM: Dizabeth A.Lynch,Esc!. FAX NO. $08-428-7560 RL': 0 3 Cedarwood Road, Cotuit,M,. WSSAGE: Following are water test results a0ot moving the well at 30 Cedarwood Road,Cotuit. Copy has also been sent to Robinsrvi Septic who will move leaching pit with your approval. C:UNI7DENTIA11i + The documents accompanying this telecopy contain confidential or privileged information from Elizabeth A.Lynch,Esq. The Informo6,,?a ,intended to be for the use of the individual or entity named on this[ronmtiWon sheet. If You are:prat':i+i'intended recipient,be aware that any disclosure,copying,distribution or use of the contents of;;i. ro-lecopied information is prohibiter!. If you From Lynch ESq 508-428-7560 P02 EIVV1ROTECRIABORA?'t3R G INC. MA CBRT.NO.:M-M': F 449 Rae.130 Sandwich, MA SM(888-6460) 1-89&.;i lu ii&l FAX(SOB)888-W CLIENT: Gorden Nelson i.O ATION. 30 Cedarwood Rd. ADDRESS: C/o Elizabeth Lynch Cotuit,MA 02635 702 Putman Ave. Cotuit,MA 02636 COLLECTED BY: DA Scannell .ArJPLE DATE: 2-8-99 IIIPLE TIME: 12:0015M WATER SAMPLE TYPE; New Well :14TE RECEIVED: 2-8-99 AIR J.D.#: 992143 Wf:LL SPECS.: N/A RESULTS OF ANALYSIS: Parameters Units Recommended : a nts NeMod Date Analyzed LImKs ColNorm bacteria /100ml 0 9222 B 2/8/99 Of pH units 5.5-8.5 4500 Ht 2/8/99 Conductance umhos/cm 500 120.1 218/99 Nltrate-N/Mitrite-N mg/L 10.0 4500-NO3 E 2/6199 Sodium mg/L 26.0 J a 200.7 219199 Iron mg/L 0.3 ?.02 200.7 219199 Manganese mg/L 0.05 �:�'3 200.7 2/9/99 COMMENTS: Low PH indicates high corrosive citoracteristics. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR s!oI RIK/NG PURPOSES FOR PARAMETERS TESTED. J-9-J--4-- R Id A Saari ' r Laboratory Dlnr�• <=less than >=greater than TNTC=too numerous to count PESCE ENGINEERING AND ASSOCIATES P.O. Box 321 Osterville, MA 02655 Voice/FAX(508) 428-3730 puf PER o �� J TOWN OF ARNSTABLE LOCATION �d rilUa a CA SEWAGE # "' G VILLAGE 4�a 7 lip 7 ASSESSOR'S MAP & LOTZM--J/ 1q INSTALLER'S NAME&PHONE NO. A0A ? i S-gn l SEPTIC TANK CAPACITY A!) try LEACHING FACILITY: (type) ,�-fin d Y?C �. (size-) S- . NO. OF BEDROOMS 3 BUILDER OR OWNER PERMTTDATE: 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 t I °� J THE TOWN OF BARNSTABLE �oF raw P e� OFFICE OF 31AM.STAM i BOARD OF HEALTH 7 MAS& v° 1639• \� 367 MAIN STREET CEO W k' HYANNIS, MASS.02601 January 29, 1999 Edward Pesce, P.E. P. O. Box 321 Osterville, MA 02655 RE: 30 Cedarwood Road, Cotuit Dear Mr. Pesce: You are granted variances, on behalf of your clients, David and Karen Souza,to construct an onsite sewage disposal system at 30 Cedarwood Road, Cotuit, Massachusetts. The variances granted are as follows: • Board of Health Part XII, Section 3.00 - To install soil absorption systems less than 150 feet away from a well. • 310 CMR 15.22 (7) - To install a soil absorption system deeper than 36" below grade. The variances are granted with the following conditions: (1) The engineered plan shall be revised to show relocation of the well in order to provide maximum feasible compliance with the Board of Health Private Well Protection Regulation, which requires a 150 feet minimum separation distance between the well and soil absorption systems. (2) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the revised plans. epesce These variances are granted because the existing leaching pit failed hydraulically. The proposed replacement system will meet the maximum feasible compliance requirements of the State Environmental Code, Title V. Sincerely yours, Aicti Chai an B6ar of Healt Town of Barnstable RAM/bcs epesce 4 BARNSPABM 0 A > � Town of Barnstable - lE0 Board of Health ' 367 Main Street,Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address:' 30 Cedarwood Road, Cotuit Assessor's Map and Parcel Number: 20/129 Size of Lot: 20,197 SF Wetlands Within 300 Ft. Yes Subdivision Name: N/A No XX Business Name: APPLIC CONTACT PERSON Name: Karen & David Souza Name: Edward L. Pesce, P.E. Address: 6 Bayview Road, Mashpee, MA Address: P.O. Box 321 , Ostervill':e, , MA Phone: 548-2659 Phone: 428-3730 FAX: N/A FAX: 428-3730 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) r Part XII, Sect. 3.00, s#att III, 12, Site distance oaEdBirtts Ott sepexating the distmmoe f=Hell to stp. tank = 45' _szptiC systEM amp mtts to the reg. limits. f=Dell to d-bcx = 77.5', and bm up-11 to R-A-S- ab 86' 310 OVE 15.211(I) Tan than -90' fn-m UP] Sam as atam 310 15.221(7) r ea i„ g e stem ;s Ddsting invwts are already below 36" depth. hecklis (to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owmedleasee only],outside dining variance renewals[same ownedleasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ SENDER: • Complete items 1 and/or 2 for additional services. I also wish to receive the �• Complete items 3, and 4a & b. following services (for an extra • Print your name and address on the reverse of this form so fee): that we can return this card to you. 1. ❑ Addressee's Address • Attach this form to the front of the mailpiece, or on the back if space does not permit. • Write "Return Receipt Requested" on the mailpiece next to 2. ❑ Restricted Delivery the article number. Consult postmaster for fee. 3. Article Addressed to: 4a. Article Number P 247 691 554 Mr. and Mrs. Dean Boger 4b. Service Typex 28 Crocker Neck Road ❑ Registered ensured Cotuit, MA 02635 ® Certified OD �Y'= _ El Express Mail � turn Receipt Rile ndise t�� 7. Date of D ivery '9 �9 t� 4 n to (A dressee) 8. Addressee's q�ryry ss (Only if requA tv G� and fee is paid►` � `, 16. 'gnature (Agent) �� i PS Form 3811, October 1990 *U.S.GPO:1990-273-861 DOMESTIC RETURN RE IPT I 'I 'F ates Postal Service Official Business E ' PENALTY FOR PRIVATE USE, $300 Print your name, address and ZIP Code here Elizabeth Lynch, Esq. i 702 Putnam Avenue Cotuit, MA 02635 v L hilt,,,,i�i►li„ ►llt�l,l,,,l,ll,lIII 11,.lilll,still 111,1„1 SENDER: • Complete items 1 and/or 2 for additional services. I also wish to receive the • Complete items 3, and 4a & b. following services (for an extra • Print your name and address on the reverse of this form so fee): that we�can return this card to you. • Attach this form to the front of the mailpiece, or on the 1. ❑ Addressee's Address back if space does not permit. • Write "Return Receipt Requested" on the mailpiece next to 2. ❑ Restricted Delivery the article number. Consult postmaster for fee. 3. Article Addressed to: 4a. Article Number P 247 691 550 Judith Savery 4b. Service Type 44 Cedarwood Road ❑ Registered ❑ Insured Cotuit, MA 02635 ® Certified ❑ COD ❑ Express Mail ❑ Return Receipt for Merchandise 7. Date of Delivery - 5. nature (Addressee1 8. Addressee's Address(Only if requeste and fee is paid) 6. Signature (Agent) PS Form 3811, October 1990 *U.S.GPO:1990-273.861 DOMESTIC RETURN REC United States Postal Service Official Business PENALTY FOR PRIVATE USE, $300 Print your name, address and ZIP Code here Elizabeth;Lynch, Esq. 702 Putnam Avenue Cotuit, MA 02635 I t � SENDER: I also wish to receive the • Complete items 1 and/or 2 for additional services. • Complete items 3, and 4a & b. following services (for an extra • Print your name and address on the reverse of this form so fee): that we can return this card to you. • Attach this form to the front of the mailpiece, or on the 1. Addressee's Address back if space does not permit. • Write "Return Receipt Requested" on the mailpiece next to 2. ❑ Restricted Delivery the article number. Consult postmaster for fee. 3. Article Addressed to: 4a. Article Number Carey C. Grover and 4b. Service Type Suzanne 0. Sexton ❑ Registered ❑ Insured 14 Cedarwood Road ? Certified ❑ COD Cotuit, MA 02635 ❑ Express Mail ❑ Return Receipt for Merchandise 7. Date of Delivery I- 15 5. Signature (Addressee) 8. Addressee's Address(Only if re uested and fee is paid) Si nature (A n PS Form 3 1 , October 1990 * 1990-273-as1 DOMESTIC RETURN RECEIPT United States Postal Service Official Business PENALTY FOR PRIVATE USE, $300 Print your name, address and ZIP Code here • Elizabeth Lynch, Esq. • 702 Putnam Avenue Cotuit, MA 02635 I i SENDER: I also wish to receive the • Complete items 1 and/or 2 for additional services. '• Complete items 3, and 4a & b. following services (for an extra • Print your name and address on the reverse of this form so fee): that we can return this card to you. • Attach this form to the front of the mailpiece, or on the 1. El Addressee's Address back if space does not permit. • Write "Return Receipt Requested" on the mailpiece next to 2. ❑ Restricted Delivery the article number. Consult postmaster for fee. 3. Article Addressed to: 4a. Article Number P 247 691 553 4b. Service Type Mr. and Mrs. Donald Boynton ❑ Registered ❑ Insured P. 0. Box 801 ® Certified ❑ COD Cotuit, IiA 02635 ElExpress Mail ❑ Return Receipt for 7. Date of Delivery Merchandise i ture (Addressee) 8. Addressee's Address(Only if requested and fee is paid) YY 6. Signature (Agent) PS Form 3811, October 1990 *U.S.GPO:1890-273-861 DOMESTIC RETURN RECEIPT United States Postal Service Official Business,,,, El F { PENALTY FOR PRIVATE USE, $300 Print your name, address and ZIP Code here Elizabeth Lynch, Esq. 702 Putnam Avenue Cotuit, MA 02635 ill{!{tllllllltittlltt lilt 111111 =r-v ASSESSORS MAP NO: �T PARCEL NO: cj � No.--- 12 p _..'v D Fps............._............... $ nstobl nation C^ ssioR�iE COMMONWEALTH OF MASSACHUSETTS w BOAR® OF HEALTH s gned Da a TOWN OF BARNSTABLE Appliratiun for Dwpaii ai Workii Tongtrnrttun Vamit Application is hereby made for a Permit to Constect ( ) or Repair ( an Individual Sewage Disposal System at: / 1�l�" ....... _..C.� ..,. az ...fd_._in�_.._U I Location-Address or Lot No. .... c 4.e .. . -----------------•---.......... -:..... cam- c.,............. ..........----....................---......... O n Address c_ �'� - e�. c .._.... ....................... Installer Address Type of Building Size Lot_ .59�_...__.....Sq. feet U Dwelling No. of Bedrooms------- Expansion Attic Garbage Grinder aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures --------------------------------------------------------------•-•--•-••-•------•-----------•------------ w Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity/,,poa..gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. i Seepage Pit No......./........... Diameter----/V......... Depth below inlet.....y ........ Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ........ 0 Description of Soil............. -. . ... x. w U ' Nature of Repairs or Alterations—Answer when applicable...........J21-ei---- ........ . •-------••-•---------------------------- -----------•--.........----•------•----------------------...----------------------------------------------------•-•-------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed .-- --- -- -- ------ --- --------- ..........."............................ Application Approved By --- ~..... .-= -- --- ---- -- --------------------- Date Application Disapproved for the following reasons: ........................ ....................................................................... ............. .. .............. ................................................... ... .. ...............................Date---... __.....................----------._-..__ Date Permit No. Issued ........ 3 �6No....� /� - t. Fps .. _.._.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Allp aratiou for Uaipos al Works Tonstraarfion permit Application is hereby made for a Permit to Construct ( ) or Repair (L),,an Individual Sewage Disposal System at: .........?; - r._. �-:�:.... .:=•....-- ....'P 4�p : .. ------------------------------------------ - ---------------------- Location-Address or Lot No. ......... ..................•---._............----•-....._............---.......-- W Own - Add 1 CG Installer VAddress d Type of Building Size Lot_�,0 5960 .._._..Sq. feet aDwelling—No. of Bedrooms.._�--------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) P4 Other fixtures W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid*capacity_;.6.aaa_gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........ Diameter..__.�V--------- Depth below inlet.....51_'........ Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I......:-------minutes per inch Depth of Test Pit.................... Depth to ground water........................ fsl Test Pit No. 2................minutes per inch Depth of Test,Pit.................___ Depth to ground water........................ a •---- ----•-•--------------•-•---•-••------•-------------...--------•-...-----•------------•---•-•.......................................................... 0 Description of Soil............... � z_�--------------------•---..._.....--••--•----------------------------------------••--------•-------------------------.........------. x W U Nature of Repairs or Alterations—Answer when applicable.----------- ��-�' �........ ...................... ------------------------------------------ L� _�j ----_------___-•----------- ----•---,---------- ----------•----------------------------•----------••--•---•-------•---...-- Agreement: 4 The undersigned agrees to install the afdiedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed Application Approved By . �.� V---/I.!:/7 /�- ......................... ........................................ Dare Application Disapproved for the following reasons- ----- ---------------------------------------------------------------------------------------------------_--------............... Da.e PermitNo. ....... . --------- r t�---- ................ Issued -------------------------------------..................... ...... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Qlertift ate of C11omplian.cP THIS TO�,C RTIY That the I diva /al Sewage Disposal System constructed ( ) or Repaired ( ) byf J �r Z - ................................................. ------.... Installer - ®.----...-- at ---.......... C� IT............................................................ has been installed in accordance with the provisions of TITLE 5 f The State En 'ronmentaI Cod aA d's ib Ad - the application for Disposal Works Construction Permit No. "- . " ��---------"".. dated ........ ._ -� THE ISSUANCE P F THIS CERTIFICATE SHALL NOT B �ONSTRUED AS A GUARANTEE THAT THE O S C C / SYSTEM WILL FUNCTION SATISFACTORY. DATE--------------�� � ------------------------------------------------------ Inspector .................�-y...._ . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH " TOWN OF BARNSTABLE Dispos a nrk�iiy (r ii#rnrtuan r4 mif Permission is herebyrant d_. ____ _ A-�F...._`_-..__� _ .. g r .............................. to Construct ( or Repair ( I ii idual Sewage Disposal Syfst / `� / at No - - � �` ' � /�� = L �.� l -1......--•---••-- ..- as shown on the application for Di sposal Works Construction Per it No.. ._��_?-�__ Da d..__ . ! ......... .........__•___.. ........ ... � � Board of Health DATE............. .. --�1 C / 7 I -------------------- 6/ FORM 3651319 HOBBS 11 WARREN,INC..PUBLISHERS TOWN OF BARNSTABLE LOCATION6a SEWAGE # — VILLAGE ASSESSOR'S MAP 6z LOT INSTALLER'S NAME & PHONE NO. 9 SEPTIC TANK CAPACITY LEACHING FACILITY:(type)_t ,( / (size) NO. OF BEDROOMS—PRIVATE WELL OR PUBLIC WATER BUR OWNER_ DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes - No �. � � �. �� r �` �� � � � � � � � i i A.M. 20/93-2 PLAN REF- 19/143,ASSESSORS MAP � CO TUIT B4/33 & 223/23 c.g (TOWN WATER) FLOOD ZONE "C" S86 59;20'E' RES, ZONE.• "RF"' ED000 L. 130. 00' t PEA (FNDJ �aL y 1°� - LOT 203E �o Qi �� f sc1Y0o Na A.M. 2011,29 � 25 0" 25.7 �m \ L ST � AREA=20,197E S.F :\ LOCUS b �� x SSsON E ' DRYWEL[S ]nt �, VENT C:: OOD COTUIT 100 o TP � ^1 1 A.M. 20/82 �pA t j) BA Y l \ 1 (TOWN WATER) 1� t� OF \ EXIST. LEACH PIT TO ' G BE PUMPED AND FILLED WITH SAND i 0 ES PT C z LOCUS MAP EXISTING TANK \D—BOX NO 0 VARIANCES ROOUE5TED. LOT 202E I) PART Ul,, SEC 300.• SUBPART 111 12 A.M. 2O/80 �� \ DISTANCE FROM WELL TO TANK IS 45: FROM C B.\ WELL 7V D—BOX IS 77.5' AND FROM WELL TO BENCHMARK r0 (FND) LEACHING IS 88'(M#7V OF BARN.) 2) 310 CNR 15.211(1).- �'—1�� 1 LESS THAN 50' FROM WELL 7tT TANK AND LESS THAN CK ,r12 2 , SUMED) 100' FROM WELL TO LEACHING SYSTEM 3) 310 CMR 15.221(7): LEACHING SYSTEM PROPOSED GREATER THAN 36" BELOW CRADE 47.6'f ... 19.2' :: 17� 5 .� PROPOSED SEPTIC REPAIR 0 1 ...... 30 .....,� ` \ WELL �? �— —� '� A.M. 201126 PROIEC T 34.20 ry -N (TOWN WATER) 30 CEDARWOOD ROAD 49.5'± y COTUIT, MA. .1100 �� APPLICANT.- APPROx WELL LOCATION \ 0 �/ \ KAREN & DA VID SO UZA PER OWNER � \ � \ � ' ; \ e ti o �\ C6 \ PESCE ENGINEERING & A SSOCIA TES \ 6� �� P. O. BOX J21 R BAR OSTER VILLE, MA. 02655 PH. (508)428-3730 — —`G —of P E ENT �o SCALE.• 1 "=20' ]FDA 1 TE: .117199 _ - - - - - - EDGE •yam NO THE LOT INFORMATION SHOWN IS COMPILED FROM CONFLICTING ABUTTERS PLANS, T/I T�O D RoAD \ REV IFREV.' AND THE RECORDED PLAN 184133 WHICH CEDAR d//�� LDOES NOT MATHEMATICALLY CLOSE. AN INSTRUMENT SURVEY IS RECOMMENDED UPOLE ✓OB NO. 51796 SHEET 1 OF 2 M RECORD A NEW PLAN AT THE REGISTRY OF DEEDS. 100_0' 7OP OF FQ'UNDATIO 20' MIN. 10' MIN. CONCRETE COVERS z"LAYER OF VENT 4" SCHEDULE 40 P. V C. 1/8"-1/2" EL= 98.0' MIN. PITCH 1/8'r PER FT. WASHED S710NE MAX' / / / / / / / / i EL=106' EL. 05' - 4" CAST IRON PIPE INVERT INVERT 2" YEROF (OR EQUAL MINIMUM PIYrH 1/4 ' PER FT. EL.= 96.0' LEVEL EL.=-95.2' CLEAN SAND 9" 118" - 112� WASHED ST19NE FVR Z' - MIN. 3// �l�� ow�eas a FLOW LINE �� WAS 1H D TONE"1 10" " o INVERT MIN 14 0 0 0 0o O O O O O o o EL.=97 2 INVERT GAS INVERT INVERT 24'� o°� o O O O O O O O O O O moo° % 8 O ��� EXISTING BAFFLE - 95.8 0 0 0 0 0 `° ow om -93.2' �l B8 `b�� EL.= 96 9 EL.= B6_6 EL.- ____ EL.- EXISTINC EXISTING 4.0' 9.5, 4. 4' 5'-2" 4' EXISTING DISTRIBUTION 25.o EXISTING 1,000 GALA" To1-1/2" BOX ASH DRY WELL SEPTIC TANK ED S7bAW -500 GAL. DRY WELLS END VIEW PROFILE OF (H-20) SEWAGE DISPOSAL SYSTEM NO OBSERVED WATER TABLE (117199) BOTTOM OF TEST HOLE ELEV. =_91.5_ NOT TO SCALE OBSERVATION HOLE 1 ELEV.=_ 104.5' PERCOLATION RATE �5 _ MIN./ INCH AT _,!e_ 48" INCHES APPROx WATER TABLE DEPTH HORIZ TEXTURE COLOR MUTT. OTHER EL= 103.6 0-10" A LOAMY SAND ' DATE OF SOIL TEST 1/7/99 EL= 102.0 10"-30" B LOAMY SAND 10YR6 B » WITNESSED BY: JERRY DUNNING EL= 101.5 36 GENERAL NO TESC MEDIUM SAND 2.5Y7/6 SOIL TEST DONE BY EDWARD PESCE, P.E. EL= 100.5 1�'48" 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D E.P. TITLE 5 AND THE TOWN OF __ B_A_R_NSTABLE__ RULES AND NO 'GROUND WATER ENCOUNTERED REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DESIGN CAL CULA TIONS.- 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN NUMBER OF BEDROOMS . . . 3 10 FT. OF DRIVES OR PARKING AREAS. H--20 LOADING SHALL BE GARBAGE DISPOSAL . . . . . . . . . NO USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. TOTAL ESTIMATED FLOW 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 330 CALIDA Y BE MORTERED IN PLACE. ( __110___CAL/BR./DA Y x _ 3 _ BR.) 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH USE EXISTING SEPTIC TANK 1000 GAL DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. INSTALL: 2— 500 GAL. DRY WELLS ( WITH 4' CRUSHED STONE) 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICA TION . . . . . . . . 1 PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . . 74 GALIDA Y/S. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. TOTAL LEACHING CAPACITY 3573 GALIDA Y 8) PARCEL IS IN FLOOD ZONE __C 9) LOT IS SHOWN ON ASSESSORS MAP _20_ AS PARCEL _ 129 , SIDEWALL• (25' + 13.2) X 2' X 2 SIDES)( 74)=113.1 GAL/DAY 10) NO WATER SUPPLY WELL EXISTS WITHIN 150' OF SAS EXCEPT SUBJECT LOT BOTTOM.- (25' X 13.2)( 74)=244.2 GAL/DAY WHICH IS 86' FROM WELL TO PROPOSED LEACH FEILD. SHEET 2 OF 2 J# 51796 ASSESSO OF PLAN REFS 191143, 1 A.M. 2084133 & 1223123 COTUIT 193-2 DWAR®�• �, (CND) — (TOWN WATER) FLOOD ZONE "C" PESO (FAD) 59;20'E' RES. ZONE: "RF" cwoL 130. 00' ��. 32001 l C.g 9S$���� 102 ,r + (FND) � LOT 2038 00 r Scl�Op A.M. 20 129 25 25.7' 0' om L s7' ellAREA=20,1 7t S.F. LOCUS x \ DRYWELLS _ VENT oD C- ti �A ='� o cb 2 DAR D 100 ti IT �` ♦ TP \ 1 BA Y CE DA OF ♦ (TOWN WATER) g Q' AULO ;zA. Qb �Z -Q& I \ E FTHEIN N -�: \ EXIST. LEACH PIT'TO*. I \ (Z) Cz BE PUMPED AND FILLF-7 #7TH SAND �ClSTE ♦ \ I ,moo kk CIS (ZS O� ♦ I rn l) APPROX ,� ��?' 0 ESEPTlCG EXISTING \ O LOCUS MAP LOCATION ly9 cp , TANK �' D BOX OF LEACHING LOT 2028 a �0 O \ VARIANCES REQUESTED. A.M. 20/8 0 \ I 1) DISTAPARNCE FROM PROP. WELL 717 LEACHING 1�� \ L' \ CB. LESS THAN 150' (ACTUAL=130) BENCHMARK r (FND) 2) 310 CYR 15.22](7): 0.F=100' 1 LEACHING SYSTEM PROPOSED GREATER THAN 36" BELOW GRADE DECK S;IMED) 47:6'f �%::::... 19.2' h. 8 G q, A.M. 201126 ................. S, (TO N WATER) PROPOSED SEPTIC REPAIR 1 EXIST. ...... 30......�v �: W LL - y 1 PROJECT .................. @0 30 CEDARWOOD ROAD a h 49 'a Q APPROX COTUIT, MA. \ \ 1o0I t joo V 4, LOCATION _ OF LEACHPIT APPLICANT- APPROX WELL LOCATION GORDON NELSON \ N b PER OWNER \ / ROP. y\ PESCE ENGINEERING & A SSOCIA TES \ WELL P. O. BOX J21 REBAR OSTER I/ILLE, MA. 02655 PH. 508 428—J7JO N85 - - - - - — MENT = —� — — EDGE OF PA VE o SCALE. 1 20 DA TE. 1 7 99 NO THE LOT INFORMATION SHOWN IS COMPILED FROM CONFLICTING ABUTTERS PLANS, ROAD \ REV.' REV.• 1/30/99 CEDARWOOD AND THE RECORDED PLAN 184133 WHICH DOES NOT MATHEMATICALLY CLOSE. AN INSTRUMENT SURVEY IS RECOMMENDED UpO JOB NO. 51796 SHEET 1 OF 2 TO RECORD A NEW PLAN AT THE REGISTRY OF DEERS 100_0' TOP OF FOUNDATIO 20 MIN. 10' MIN. CONCRETE COVERS 2"LAYER OF 4" SCHEDULE 4,0 P. V.C. 1/8"-1/2" VENT EL= 98.0' MIN. PITCH 118 PER FT. WASHED STONE A?AJh / i / � . EL=106' EL 05' — 4" CAST IRON PIPE INVERT / / ' �� (OR EQUAL MINIMUM INVERT 2" YER OF PITCH 114 PER FT. EL.= 96 0 LEVEL EL,=_95_,2 CLEAN SAND 9N 1/8" — IB WASHED STONE ��R P' ! MIN. 3 4" To 1-1�2" aw�e8� 8 FLOW LINE rMl WASHED 7YINE H INVERT lily 14" „�o 0 0 0o O O O O O O O °o ° ° �a EL.= 97 z-- INVERT CAS INVERT INVERT z4 o O O O O O O O O �o°° 0cp ° EXISTING BAFFLE - 95.8' °°o o ° o� `b68 _ EL._--- ---- ° EL.- EL.= 96_9 __ 96.6 EL.-___ EXISTING EXISTING 4.0' g 5, Q O' 4' 5'-2" 4' EXISTING ' zz EXISTING 1,000 GAL. DISTRIBUTION 25 0 SEPTIC TANK BOX VA D 1-1NE WASHED STONE DRY WELL 500 GAL. DRY WELLS ti o END VIEW PROFILE OF (H-20) SEWAGE DISPOSAL SYSTEM NO OBSERVED WATER TABLE (117199) BOTTOM OF TEST HOLE ELEV. =_91.5_ NOT TO SCALE OBSERVATION HOLE 1 ELEV.=_ 104.5' PERCOLATION RATE �5 _ MIN./ INCH AT _,Ye" 48" INCHES APPROX. WATER TABLE DEPTH HORIZ ' TEXTURE COLOR MOTT. OTHER EL= 103.6 0-10" A LOAMY SAND DATE OF SOIL TEST 117199 EL= 102.0 10"_30" B LOAMY SAND IOYR6 8 EL= 101.5 3fi.. WITNESSED BY: JERRY DUNNING GENERAL NOTESC MEDIUM SAND 2.5Y7/s SOIL TEST DONE BY EDWARD PESCE, P.E. EL= 100.5 1, 48" 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TO WN OF B_A_R_NST_AB_LE___ RULES AND NO GROUND WATER ENCOUNTERED REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DESIGN CALCULA TIONS: 3) ALL COMPONENTS OF THE SANITARY SI'STEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN NUMBER OF BEDROOMS . . . . . . . . 3 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE GARBAGE DISPOSAL . . . . . . . . . NO USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. TOTAL ESTIMATED FLOW 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL ( _110 _GAL/BR./DAY x _ 3 _ BR.) 330 GALIDA Y BE MORTERED IN PLACE. 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH USE EXISTING SEPTIC TANK 1000 GAL DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. INSTALL: 2- 500 GAL. DRY WELLS ( WITH 4' CRUSHED STONE) 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICA TION . . . . . . . . 1 PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . . 74 GALIDA Y/S. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. TOTAL LEACHING CAPACITY 3573 GALIDA Y 8) PARCEL IS IN FLOOD ZONE-__C 9) LOT IS SHOWN ON ASSESSORS MAP _22- AS PARCEL _ 129__, SIDEWALL• (25' f 13.2) X 2' X 2 SIDES)( 74)=113.1 GAL/DAY 10) NO WATER SUPPLY WELL EXISTS WITHIN 150' OF SAS EXCEPT SUBJECT LOT BOTTOM.• (25' X 13.2)(. 74)=244.2 GAL/DAY WHICH IS 130' FROM PROPOSED WELL TO PROPOSED LEACH FEILD. SHEET 2 OF 2 J# 51796 OF A.M. 20193-2 ASSESSORS MAP.- 20 CO TUI,T ge l C B. PLAN REF. 191143, 184133 & 223123 (TOWN WATER) FLOOD ZONE 7C. CIVIL (FAD) — S85"59 20'E' RES. ZONE: 'RF" No.32001 130. 00 c B log � (FND) - LOT 203E o ° ''� S�'1YopL S A.M. 20 129 z5 0' - 25.7' pm , T. �� AREA=20,1.. 7t S.F. \ T.:::�: =::::. .::. - ---' = :::. . :...... :_a LOCUS x �� DRYWELLS , 100 — VENT � — •A D -c `` p AR oo d ti BA TP 1 1 Oo A.M. 20182 CED AD Q A Y (TO WN WATER) R PAM � ` M106 O \ EXIST. LEACH PIT TOI BE PUMPED AND FILLED WITH SAND APPROX 7 ��?' p E SEPTIC CG \ LOCUS MAP LOCATION ly9 cp TANK D BOX G OF LEACHING LOT 2O2B �� 0�� O O \ VARIANCES REQUESTED. A.M. 20/80 � n 1) PART XII, SEC. 2.00.- 1�9 \ DISTANCE FROM PROP. WELL TO LEACHING j' CB LESS THAN 150' (ACTUAL=130) BENCHMARK ro (FND) 2) 310 CMR 15.221(7).- I O.,p=100 1 LEACHING SYSTEM PROPOSED GREATER THAN 36' BELOW GRADF I r' DECK �1 .2 I4 LIMED) �. G N . 47.6E •........ 19.2 .. �. '�► 8 ............... G 4, A.M. 201126 w ,Q � ....• • ..., , ,,n ro �� (TOWN WATER) ' � _ PROPOSED SEPTIC REPAIR EXIST. #30:::;::�v �— y -� LL - ....., 0 1 ROJEC T W I a \ / ;;;::::34.z'•••••• a / 30 CEDARWOOD ROAD �, a L~ 49 y Q APPROX COTUIT, MA. �\ ;;q 100't joo q�y, LOCATION t \ OF LEACHPIT APPLICANT.' � O O APPROX WELL LOCATION \ �� ,�� -,�0 GORDON NELSON PER OWNER \ / •9� lt� i ROP. y\ 6v PESCE ENGINEERING & A SSOCIA TES WELL ' P. O. BOX 321 REBAR OSTER VILLE, MA. 02655 PH. 508 428-3730 —� — EDGE OF PA VEMEN o SCALE. 1 —20 DA TE. 1 7 99 NOTE THE LOT INFORMATION SHOWN IS COMPILED FROM CONFLICTING ABUTTERS PLANS, 04 \ REV /30/99 REV.• 1 AND THE RECORDED PLAN 184133 WHICH \ DOES NOT MATHEMATICALLY CLOSE AN CEDARWOOD INSTRUMENT SURVEY IS RECOMMENDED �/OB .NO. 51796 SHEET 1 OF 2 TO RECORD A NEW PLAN AT THE REGISTRY UPOLE OF DEEDS. L B r ► To the best of my knowledge and belief, the structures depicted do not lie within a Special Flood Hazard Zone as determined by F.E.M.A. and r ZONING DISTRICT TABLE delineated on F.I.R.M. Community Map No. 250001 dated 07/16/14. Flood Zones have been determined schematically and are not necessarily �J accurate. Until both an elevation survey is performed and an Elevation Certificate is completed, an accurate determination RESIDENTIAL RF cannot be made. �y IC� MINIMUM REQUIREMENTS q i LOT AREA 43,560 S.F. FRONTAGE 150 FEET FRONT SETBACK 30' A.M. 20 J-2 ! SIDE SETBACK 15' REAR SETBACK 30' *Note: CB/fnd� a � S 86' g ' 20 E Sewage Disposal System location based 130.00, upon a Title 5 Inspection report on file CB /fnd with the Board of Health. _ Lot No. 20JB _----_----__, C O 20, ✓Q 00±,c. F. L L �—_j i #Syste ng �ll S stem ., (20,J05fS.F.—Calc.) �---------I o O O A.M. 201126 n PROPOSED ADDITION I Q � N nJ See Architectural Plans for Details 1 'See Note N ©2016 R.A.S. associates � O Lot No. 202E Prop. "'_ t.*oeoX Record Owner A.M. 201126 38.2 t 19' oo ���� #s try David & Karen Souza z 1 Exist. - - -- -- Ta�k i 30 Cedorwood Road o �� Deck o Cotuit, MA 02635 (to be removed) M\ V I CB/fnd I N _ I Title Reference o 9.2' Ex st Barnstable County Registry of Deeds O I No. 30� O Deed Book 12084, Page 302 nl Plan Book No. 184, Page 33 O I/1 1/2 Sty I Lot No. 203 B A.M. 201126 Assessors Parcel Reference a H . Map/Block 0201129 0 0 6 .� n` c6O Title Building Permit Plot Plan I *well 0 in 1 30.31 ' - ! COTUIT MASSACHUSETTS S 85' 52' 00 W I Client �— Approx. gas service David & Karen Souza Cedarwood Road R.A. S. Associates Civil Engineers — Land Surveyors w.SN OF MAssgc Land Use Consultants �p� tiGJ� `Serving the South Shore and Cape Cod continuously since 1983" IP/fnd �� STEPHEN '� 30 Carolyn Drive Plymouth, MA 02360 W. (508) 224-9035 *#Note: CARTWRIGHT DATE: November 21. 2016 The plan of record does not mathematically close. A No.37041 A Boundary Survey is recommended to determine �^F AFC/ST 1� J� SCALE: 1" = 30' actual lines of title. s�o / A JOB NO.: 16-185 DWG NO.: 16-185.DWG SHEET 1 OF 1 15' 0 15' W. 45' This Survey and Plot Plan has been prepared in accordance with the Procedural and Technical Standards for the Practice of Land Surveying Stephen W. Cartwright, P.L.S. 11 (250 CMR 6.00) and the Standards as adopted by the Massachusetts Association of Land Surveyors and Civil Engineers, Inc. copies may be reduced scale t pg.1 AWCGWi w Wood Conabuclionin Hgh Wil A/eea:110 mPh WiWZosre Job:30 CEDARW000 4V 12 Massachusetts Checklist for COmpllance(780 CMR 5301.2.1.1) COTUIT,MA p8.2 AWC Gok/ero Wood Co--in High Wind Areas:t 10.,h Wlnd Zorre Job:30 CEDARW000 gg Massachusetts Checklist lot Compliance(780 CMR 5301.2.1.1) COTUR,MA 1, 1.1 SCOPE 3.6 wmawa0(3 se G 1 .. .-.... ....Ila mpn Lwenaer aB Wm Conw bns . .�• w w Emoawa Cal^0ory ... � ... ...........e xm.Lamnearin0 Wep Cwnedl«a 12 xu APPUCAEIUTV a xsloiiw ® Lmeal(ro.a laa common wilvl................................(rmle el.. ..-... ...... ..2 m6e�d So�nl od eaem bPe snaxa rod essoryl sldbv 1 W m a 12 x_� Lwdwa„q V Ownngs lraw�e bgen apemnB bd snack ex^p .wmp awalolmeel Rod Pbn ... ........ ...... .IFB D.. .8.6 Heaae,Spans, R—9)e9). 3 n 0 m G-NLaWh _ IfBA 1< s p 1 3 n 3 - BNeegWImM1,W Ifgal 7 2C m B 1 1 .. & 1 2 BuMXN Io^Nn 6q]I .. -31 atl ® N iq Cpa real nM" B lack rep c«Wlla 1. Buabe Aapadw _. IFq al129 .._( 1 3 n 3 ^ `� • Nom^.Hegmdie nstOw^^B z... IFgq ..5 `- Y6' ET S muezl . (1-1) :. 2 �-Fm wqm sues lro ..._ .. ... _ _ 1.3 FRAMING CONNECTIONS Ebet W611 shrahaq io webs Wen ero SM.1 axnulmwmnry Gewwl comPXwao wlmndnlp wwedms. ...... Ombxl � meuhnry Dlmewbnw 'rel wgmdieew�grenbp. ......... ...... ...... ..... .. B YY 0 21 FOUNDATION damn _ F«namon WeXs lig ma sew.i ^B Type ..I 1 X ., canneiv... ........, ......... F eee xm swdw .. R 1 b 1 .... 'b, Conao�v Ines .... ... Snem C«nedb 1 1 Q. .. 7— -� 12 ANCHORAGE TO FOUNDATION 0 MaPv—mum1 BFuu tl'-nB 0' nhl^L slaal 9— -2 YAnhdWn hana W l0e0 wPsl IT— P. �- 7, 7 Pn. > T S Bon Emmamem meswry.. IFp al.. ... ..�...N/A in. _ IY �- Plme wwne. .. IFIB aI.. .... TYa3'.1/a F'de xa specry .. ...��.R 1 ..... .....12 —f ......... _In. .._. .. ....... .. ..... srow Cwnedb 1 d lee eanmw el - 3.1 FLOORS Pemem FUFHeq S emnp.. ...,,..O ) ....... 1�a. Fbw nem w merbe�anew Flw.. Ipe Nawmum Fbw OPenYq Oewnsiom. If Bal Fdl wppn Wm Swam Fbd OPemwsless lM1enrndn Ea IflB el ...— ... ""®- wSww1 0 Naamum Fba ecai adfi.as SA ROOFS suppw�g.LoameMie weNnsnwwae IFq]I .... .. WAn- o ® Rod ry iro.raw ..F Pan csP.n Tod we eeRsw el Navmumcem ee�m Fbo�.lonn Rod a«n«B..... .... ...IFqure ial. ... 1 M1 emoXed to —� supaonlryLodWeminB web«Snearrse.._ ......... IFgal.... E ® - - ..... . t'I'A - rmsswwne�eonn«IbnmLwemmbB W- ...... Fkw B•«imX ai Enuwak.... ... ............... ...._—..................f�• Prwrewry gamed wo F.1-. ,, _. ..... 1 OMR c 151 Fbo�sroe�b^e ... --... me .......... .. ..._ ir �. Fm,sredM1ng wl. a __. _ _.omb zl gook elm m av 12^eu- s ...a r s- ;l-r ;r-; - ' <1 WALLS ...I g ml dxoru Ge�S d m ppez .1 1 we Haem k Rae oannxe, — } C Loamee�nB wea ff'9 am ro k .... a IB reP«^«ow e aam Rane�cann« a wa NIA n Nan.Lwamory wok. ...,.... ........ ..IFB mono Ten n .-.. .4....... Wel stw swcbB ..... .... ................IFiB Mena Z.51 16 n. '- xa-o.c. f�ii P' wex ssar glvme .IEBs]e el N/A 11 .... ..R ). L-fj(A .. ............-.. ..... .. ! e RaN aneaN^B TWe.. ............ ­78C eF+en 1..........z �Rod a-1,Tnexw zs ... .. . /'a WSP ...... Tllfi ln. 42 EXTERIOR WALLS Ry _ ... ... u-2) 0 Tall, -mB✓ 6 n1 b 0 wom S. Et 1 1...... 2X 6 B ..k m.. 'N. �ewsw wr me m0 mm�umoeddw hs sv men me dbwm mesa sv�em nag aew�s en ml N aves B : Gmle Ew Wal�adrq cedmn rolee ne mcdmN wen meiew�amemsd CN Feelw�eE .... (g ).. WSP C m .. 1 EXISTING RIGHT ELEVATION GWamc.xg a ... maxX.c e ph I re 1.... ® x c s`s oeww ale. Seale: l/4"=1'-0" «'mow Bamn,mmaeY mwz=a6bd�g�aM1aP«Xgb wmm�eaaro,= � Gw' when me wm.mblFn.wmaM1.mNm GeNa mam,Xad ,waX,.nml wnP a,eaaPmnawee.xawea sµca TMPm s I n zz I I ❑ - ■ I Building Aspect Ratio (VW): 1.25 PmdaaWR Title Nailing Pattern SOUZA RESIDENCE -1 p I� Edge: 3" 30 CEDARWOOD 1 _ I] J. ',� 1 Field: 12" COTUIT,MA Percentage Required Length: 17% DdwigTilk 1 Percentage Provided Length: 71% RIGHT ELEVATIONS I I 1 Dugner Director DAM Drown BY Scale „ PROPOSED RIGHT ELEVATION 1/4"=1' �) Scale:1/4"=1'-0° ---- V.— DmwimgN. Dma 10/24/16 Of CAD File Nome 7 l-N ao El E3 -------------- �oo < EXISITNG LEFT ELEVATION r / Scale: 1/4"=1'-0" I II !f I Il if I rl I I L I II I Ii l 111 II I i II I II I I I �li ,1�'�— I LLJ III r Building Aspect Ratio (L/W): 1.25 Ll FrF1 r ❑ ,� Nailing Pattern Edge• 3" -T11 Field: 12" I' I Percentage Required Length: 1776 I Si i Percentage Provided Length: ea% it is I I I I. Produ wo Title SOUZA RESIDENCE 30 CEDARWOOD COTUIT,MA D..,Tide LEFT ELEVATIONS DesBoer Direttor DAM 0—By Scale 1/4"=1' Verve D—,No. PROPOSED LEFT ELEVATION 2 10/24/16 of `- CAD File Nome 7 - f Table 2. General Nailing Schedule ❑ - I Roof Framing Blocking to Rafter(Toe-nailed) 2-86 2-t Od each end Rim Board to Rafter(End-nailed) 2-16d 3-16d each end Wall Framing ° y a - t• Top Plates at Intersections(Face-nailed) - 4-16d - r 5-16d •at joints Stud to Stud (Face-nailed) 2-16d 2.16d 24"o.c. Header to Header(Face-nailed) 16d I 76d•• 16°o.c.along edges Floor Framing Joist to Sill,Top Plate or Girder(Toe-nailed)(Fig.14) 4-ad 4.10d per joist 1 r Blocking to Joist(Toe-nailed) 2-ad 2-1 Od each and Blocking to Sill or Top Plate(Toe-nailed) 3.16d 4-16d each block ■ Ledger Strip to Beam or,Girder(Face-nailed) '3-16d 4-16d each joist • Joist on Ledger to Beam(Tiled)((Fig. 3-8d 4-10d per joist'. Band Joist to Joist(End-nailed)(Fig.14) .3-16d 4-Y 6d � per Joist Band Joist to Sill or Top Plate(Toe-nailed)(Fr2..14) 2-t6tl 3-16d per toot fioolSheathing - -- - Wood Structural Panels ratters or trusses spaced up to 16°D.C. 8d 10d 6"edge/6°field rafters or trusses spaced over 16"D.C. 8d 10d 4"edge 14"field gable endwall rake or rake truss w/o gable overhang ad 10d 6"edge/6"field gable endwall rake or rake truss w/structural 8d 10d 6'edge/6"field outtookers gable endwall rake or rake truss w/lookout blocks 8d tOd 4°edge/4°field Ceiling Sheathing Gypsum Wallboard Sd coolers - 7°edge/10"field Wall Sheathing ' EXISTING REAR ELEVATION Wood Structural Panels Scale:1/4"=1'-0" studs spaced up to 24"D.C. 3 Bd p lod 6°edge/12°field 1/2"and 25/32"Fiberboard Panels 8d1 — 3°edge/6"field 112"Gypsum Wallboard 5d coolers — - 7°edge/10"field Floor Sheathing - -- -_ Wood Structural Panels 1"or less 8d 10d 6"edge/12"field ' greater than 1" 10d TT 16d 6"edge/6°field 1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. Nails.Unleas otherwise stated,sizes given for nails are common wire Sizes.Bo:and pneumatic nails of equivalent diameter and equal or greater length to the specified common nails may be Substituted unless otherwise prohibited. I I ❑ � I � �r - I I II I ^ 7 4 I ❑ 11 _ ■ 1 Building Aspect Ratio (VW): 1.25 ,e ❑ ' -4` _i [ Nailing Pattern Edge. 3" C Field: I I I Percentage Required Width: prod°n�°"Tr�< g q ze% SOUZA RESIDENCE Percentage Provided Width: 74% 30 CEDARWOOD COTUIT,MA D,a<ing rri< REAR ELEVATIONS Desyner Director DAM ' Drwnay 5cai< PROPOSED REAR ELEVATION I 1/4"-1' Scale: 1/4"=1'-0" Venue Drawing No. 3 10/24/16 of • '� CAD Rio Name 7 .1 I ` I I SEPTIC I I r—__ _—_ —__ —__ __ _-- ---� - r-------------————————————— --1 STEEL BOLTS EMBEDDED T''MIN. AND SPACED I � PER CODE ASPECT RATIO TABLE W/TREATED -` ,• f �^ \ 2x6 SILLS AND 3"x3"x 1/4"PLATES AScc _ S'•`_ I I I \ WASHERS. II 2 •; I 8'-10" ^ 2'-63/4" 6'-31/4" I .;. 1 \ � ` "-_ � � ) •-1. - I I � •�� J , rf :f f 0 Li I I I I H L__J L__J L----- POURED CONCRETE T _ ". SLAB1 y/ i i', I 2.2 ANCHOR BOLTS I ,. • I Where 5/8"anchor bolts are used to resist uplift,lateral,and shear loads provided in Table 3,the anchor bolts shall be installed per Table 4 using 3"x 3"x 1/4"plate washers(See Figure 5). I Table 4.Anchor Bolt s acin S z o i ° g � r�.�� i � L" i I _I '' IIII -N I1 --JI III IIII • - + X Building Aspect Ratio(UW) Saon-on I 1.0 Foundations a'sdo 0 ti - Foto COMPACTED OR 'r , i ( Supor 5/8"Anchor Bolt Spacing UNDISTURBED EARTH a' I I I I Roof,Ceiling, N I I and One 72 71 59 51 44 39 35 32 30 24 I I IF I I I �RoofryOeiling, KEYWAY IN and Two 56 45 38 32 28 25 I 23 21 19 24 I FOOTING j 16„ i Floors r I I I 1 The anchor boll spacing in the maximum building dimension(L)need not be less than the tabulated spacing for LfW=1.00. FOUNDATION SECTION I s I '•. I Scale: 1/2"=1' _ err I I I I I I I I I I I I I I I I r--- - .T I I L_ lip i Prndudian Tine SOUZA RESIDENCE 30 CEDARWOOD COTUIT,MA Dr ie Tisle FOUNDATION Desyner Director DAM Drwn BY swle 1/4"=1' Venue Divwirg No. 4 10/24/16 of 7 CAD File— ®—HATCHED WALLB ARE TO BE REMOVED j ,-IF OR T E' HEHo wEPOP7 �1 s oxDF•oa ee.m PASSED 4 phce(m roll )13/4•t<117/8.1.9E Mlcm ml®LVL Dywell�e�glm'.le 24 0 — LLIHREE-SE�ASON ROOM eenmm"u m eu •.zea .uwan(wk�� - imeen.rt ro.u. I ne.w.v..m�ibl .w low - aslu sw+) I wim Iv+�.lblb 0*5 451u swnl I.we , m BATH I KITCHEN FAMILY ROOM MASTER ' ROOM 'l .II HIS I I Fon.I z.Desi4 E- soxze an , +� I- _ DINING ROOM LIVING ROOM fl HERS - I MASTER BATH I BATH c �I F O R T E` z olma«.�i s/a•.�aiia L r4xromm�.m LVL PAsseD \ ' EXISTING FIRST FLOOR KITCHEN �. Scale: 1/4"=1'-0" - FAMILY ROOM 2 PLY 7 114'LVL HEADER SUNDER BEAM Ise rak.) mro•n�. e. . •wwnl=, o. namal.0 �m .me.. '7ti-- y. II 4 PLY 11 7/8'LVL FLUSH BEAM ABOVE(see talc) Y' .w r� Producllam Till` E SOUZA R SIDENCE LIVING ROOM DINING ROOM w l 30 CEDARWOOD 4 '" --- COTUIT,MA •® Draaieg Tale FIRST FLOOR PLAN ' � Dezigrer Director DAM Drawn BY Scale Venue Dmwimg No. i PROPOSED FIRST FLOOR Da.e 5 ° Pam «, 1o/2a/16 Of _ _ _._. CAD File Nvnx 7 --------------- .................... - - ----------------- BATH CLOSET BEDROOM CLOSET BEDROOM i I i ' I I I I ^\ EXISTING SECOND FLOOR BATH CLOSET _ Scale:1/4"=1'-0" BED IDOM cr I, t r' CLOSET BEDROOM `ra'`ri<nTile SOUZA RESIDENCE 30 CEDARWOOD COTUIT,MA IL - - Drwi,y rn< I SECOND FLOOR PLAN ' Duigncr Director DAM Drw"By Scale ' PROPOSED SECOND FLOOR Drvw Scale:1/4"= 1'-0" �e a ing No. 6 10/24/16 of CAD Fill-- 7 ' + �. MEMBER REPORT Level.Floor Drop Beam PASSED �IFORTE' MEMBER REPORT Level,Floor:Dmp Beam PASSED SHEAR BLOCKING 4'OC—\ II F O R T E 2 pil e(s)2 x 10 Spruce-Pine-Fir No.1/No.2 3 piece(s)2 x SO Spruce-Pine-Fir No.1/No.2 5IB' Overall LenBiB:1B' —SOLID FIRE BLOCKING All Imatbm are measured cram t,A...,laced kttsupport(Pr kh---)All dimembns are Mdmntal. All I—DAs All men 1fmm they, fateof le"l,p—(or left cantilever entl)NI dimensions are M1odz^m11, Acsu.lO saraean- Albww corn my sua:cmm ownlv.mrn) Mn�Hm nRewlb .xeusOLncnron' AOenm. vauL sue.canannbnlrnmrn) -. m r srsl<m _ Memper 0.eaclbl lM 18J3@21/]' 5100900' pasutl(3 .OD+lOL All Spans M<mber NceR°n bs 6114@4 9553(Sm' ed 46) 10D♦IOL AI Spans DOUBLE 2Xt0 KD SPF SDmr(IM 1318@111/9' 2998 Passed(53%) m .00r lOL(All Spa rs) 9 moJ9 SM1r(I.) 343fi@811]/9' 3)96 P M(65%) lm 100+101(All Spans) WeRBc� BEAM UNDER(sea cslcJ M em IF 1, 3115 @ 3 8 D/16- 3431 Passe0151%) I O D r 10 L(AI Spans) MD nt(N I6s) 0 9T13 @ d 614I Passed(92%) ]m i 0 D h 10 L(All Spans? D LNe Lmtl Del(n) 0.076 @ 3 8 D/16- D 235 Passed IUD—) 1 1,D D+10 L UI Smns) oeq MMmaoP!1:Aso LNe Lmd DeO.(n) O60 @ 3 113/I6' 0 2A Passed(VSsS+) 0 0 l O L IAtt 5mns) Odpn Metimdapy� , Trial Lmd D°II(n) 0101 @3'811/16' 0353 PasseO(IJa91) ]O LIAlISmns) Total Lpatl OeO,IIn7 D-12@3105/1 0.3Bs P—(VDDD+) 10 Dr 10L(Att Spans? mnimfi:u(V]mlemnl✓twl. 1.00a mntrane:u(lnm)emrL luz4p). . mro ne�:Mmrmw•m'°^�ImPem mpnm)m.a l<nam.l r e ua ar n^�d<raum m�a:<ncn.tmtmm�n..a Pmrbnro m i.rR.i e��paKl:xhwma�^�<e,«(m°.m eam^I mw x>=mer]p x]tns a<a�i<xd<rnnm am<n.�rrw>.e.ammr,ra w.mm�ro a I: �A'p�d�r%ea�.ir;uwnnenssda�D�s."u 'wd.au<ve:�r.r:ee:ma.x�mmin. _.-.�laNn•--.—e.na.wrero(m.) I .wroarwn.. —wd.msao.erdefin) Bnppmb B pp.M. a m I l PatM1^p d. Iz.cw..�s.T ar zsv Hs9 Iaialmr Iz.smn.+e.si. wzs risws •Btrsnpl4ndsareeeun<dwrarr Wmappme smvp amettvaaneme rue basest°amwNemermn wsgaSiPVJ. sluewea.sic s.ar s.m t.sv wz slml�al IISiFxll axsvg .eearo wrex,r<.awrad ra.mn m loam ewnm m«ar aea<e�nn ab me nA Im1 a mpsn+m ar<m<mm n�DesPae. om FlWru.. SOLID FIRE BLOCKING—' I i Eaeda sstnlbn(s'aq TWbm Inm) (tml emmren rnfirnry In.J9 Loosbn Alm) wnm (nao) le.ml mmsvn o t I r unlwm IvsFl� ssl6 l°c 10 w°m I I 1' II ureo 1 FlLF pmpts(ran)i�� �sare I u Ware+llxeuar Noon - _..._ _ _ _ �susravvwurae¢tBr Pnp.mm -.. TRIPLE2X10KDSPF w n wen apmies ameane wev>leam oes9^ MMNatll.esmr Nulsf (pws*<iw5rs rovrnz+nvnamrt I BE AM UNDER Isee calc) we•'n ed °ennraelu veyemenm ery 8tl pmux aspn PPB PBA (w.w smmwy�mp 1 ue anlsw�n °�mprcrarao m r.msn Paa,°m aemram,ae,wm<awnmv rvm�emn. wm aem (va.er.n°me"w. I ( wm<�4r�'^� 4aD w. :I R.n�amn�a^��mm<�nee�raaa�amamr a<vua,<d,.aaar.4Ns.,< 1 mar re m wrem <.am < �a to m'wt.w ae ASTa s;°wre:is imrmlblcc ss moo lvmx,rePn Iez.rwnrt�aH n>ac vrad,r6 ma��m � m ro!p la ,.^-n rMvts rec Npllwx...wamw-m rvN .xrys Cmwewe.mR vxv ama I �r eRxxemn,i^w dap^aem,^r�ma.m awxn mmrmeoon w. .mm w Fna<saware DPaemr m<PPreroensrM:em.rm.ra �r<wmre r lm:/!aaa n°aewwr. dw.cmwmaro..P.. K Pmue.Pp�loA mwt d:pm baer,emmaren.^a=upwdiaamamnim anlw rte<samare pw+er I I FLOOR FRAMING Scale: 1/4"=1'-0" 10!23/20t610:16:21 AM IOIf32016 t0:tG:42 AM Fmso v5.1.Design EnOine:v6.5 t,1. °soe ruZL m rsA Fono v5.1.Oesinn Ermine V6.5.t.1 Souza.4 Souze.4re iaed<om PaOe t of t ieea.am Page 1 0l 1 - 2X12KOSPFNON-STRUCTURAL RIDGE —_—__ 1X8 SPRUCE BOARD EI BRACE AT 2X12 KD SPF NONSTRUCTURAL RIDGE EACH CEILING JOIST—` • .` RA9 INS. 12 t AS RING NS G-S MATCH XtSITN SIMPSON H2.5A TO MATCH G HURRICANE CLIP TVP, 1/2'STRUCTURAL SHEATHING 2Xl0 KD SPF RAFTERS g 16-OC SIMPSON H2.SA HURRICANE CLIP I II':r,r��������������� ������������������N f I)11�.1111�I��1V1�M�� ��������i��f����� ������������1,•i�+I•;���i,�I 1��-� 2X8 KD SPF CEILING JOISTS @ 1w Oc FASCIA&SOFFIT DETAIL \'" TO MATCH EXISTING 1Z GWB OVER IX3 STRAPPING - �Y 1IT STRUCTURAL SHEATHING R201NS. 2X6 KD SPF STUDS @ 16-OC A A< I - I GVvB 2X12 ND SPF NON-STRUCTURAL RIDGE— r 3/4'STRUCTURAL SUB-FLOOR I. l`I l II I �I ��I�A /v ��. A�I v Iv vv v��I A II I t 4FT 2x8 HD SPF CANTILEVERJOISTS SISTERED Production Title SOUZA RESIDENCE TO EXISTING JOISTS TO CREATE I4'OVERHANG—rr 2XB KO SPF JOISTS(aJ 16'OC - IN AREA OF 2ND FLOOR BEDROOM DORMER. 30 CEDARWOOD R301NS. COTUIT,MA Drmvirg Title -- 8'POURED FOUNATION • •.................----.-..--..-.--.-.....-.-..-----_-.-.._.--.---------..----------•------ STRUCTURALS ROOF FRAMING Duger Dir°etar ��,: Scale:1/4"=1'-0° DAM Scale DORMER DETAIL °°""B" 1/4rr_lr Scale: 1!4"=1'-0" I i Ve"� Drawing No. CROSS SECTION Scale:1/4"=1'-0" 7 Date 10/24/16 Of CAD File Nome 7