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HomeMy WebLinkAbout0070 CROCKER DRIVE - Health (2) 70 CROCKER DRIVE Hyannis A = 306 - 028-oo/ �. r—w 3 , ,. COMPLETE • .MPLETE THIS,SECTION ON DELIVERY; ■ Complete items 1,2,and 3.Also complete A. ignature item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ddressee so that we can return the card to you. WReceived b 'nteo Name) C. Date of Delivery IN Attach this card to the back of the mailpiece, or on the front if space permits. Q;Is de i ery address different from item 1? ❑Yes 1. Article Addressed to: �� r • if Y e er delivery address below: ❑No jrz ANTHONY& JUSTINE SANDER I1 k 19 FREDERICK-AVE �;�` d1]J� f• METHUEN, MA 01844 iL SeS ice Type �f Certified Mail ❑ dress Mail ❑Registered ®Return Rece fmrerch ❑Insured Maii ❑C.O.D. R� �a ����✓ 4. Restricted Delivery?(Extra Fee) 2. Article Number =t 7012 �1010 040 0 2648 0110 i (rmnsfer from service/abeQ ' r1tKY { �f Seas PS Form 3811,February 2004 Domestic Return Receipt. 102595-02-M-1e4N UNITED STATES-POyS,7RI, bl .._.. ... .._.. .. :mac,. • Sender: Please print your name, address, and ZIPr'4-t its box • A. "' Sewer Connect Id �"4 Public Health Division I I O Town of Barnstable 200 Main Street Hyannis,MA 02601 " I � I _ I I I I I I I I i 111�1ii�ji�ll'01}1111i fill,i,-i III ij-i Old III 11111t11ji1 Ill.jji: � I POSta.,�S !Qvipc TM � f CERTIFIED MbILTM RECEIPT (Domestic Mail1Only'No Insurance Coverage Provrded)���' _ [For,deIivery,information,visit our,wetisite at WR.usps.corn® -■ OFFICIAL USE P,S_Por 33800,August 2006 See Reverse for Instructiions�; .�.. .,J Certified Mail Provides: o A mailing receipt o A unique identifier for your mailpiece n A record of delivery kept'by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Maile or Priority Mail& o Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. n For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery" o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when.making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 ----------- Town of Barnstable Barn Regulatory Services Department 010� swRtvsrnst,e, + ' t039. �,0� _.. _. .-- -- _-. Public.Health_Division 00 Main Street, Hyannis MA 02�01 0 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL#7012-1010-0000-2848 -0110 March 28, 2013 ANTHONY&JUSTINE SANDERSON 19 FREDERICK AVE IMPORTANT NOTICE METHUEN, MA 01844 Map & Parcel: 306- 028 The Department of Public Works informed us that public sewer lines are now available in your neighborhood. According to our records, your property has a septic system. This letter directs you to connect your dwelling, at 70 Crocker Drive, Hyannis, MA, to public sewer on or before 3/30/2015. The old septic system must be either removed or filled in due to future safety concerns. This may be done by the same contractor who connects you to the sewer. Septic Abandonment Permits ($ 25) are issued at the Public Health Division, 200 Main Street, Hyannis. Failure to comply with this Board of Health Order may result in a complaint against you, in a court of law. For additional information pertaining to the sewer connection, please see the reverse side of this page. PER ORDER OF THE BO RD OF HEALTH Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health Cc: Barbara Childs, WPC/Roger Parsons, Town Engineering,DPW Enc. QASEWER connect\Letters Stewart Creek Sewer Connects\MA1LING LetA Sewer 2Pgs Merged 3-28-13 Yr2015.doc Public Health Division March 28, 2013 ' r ADDITIONAL INFORMATION AND REMINDERS FROM OTHER DIVISIONS: SAVINGS AVAILABLE/GRINDER PUMP: A reminder to those of you who need a grinder pump for your connection: Department of Public Works (DPW) sent you a letter in December 2012 stating the town, for a limited time of two years, only from the receipt of the DPW letter, would provide you with the pump at no charge. (This can save you thousands of dollars.) Please note: You must pay the installation cost through your own contractor. Please make your contractor aware of this, if interested. Also be aware: this is a shorter deadline than the Public Health Division's deadline on the reverse side of this page. SAVINGS AVAILABLE/PERMIT FEE: The Town offers a waiver of the residential sewer connection fee of $420.00 for those properties that connect within two years of the receipt of the DPW December 2012 letter. LOANS: For loan(s) available, please see the enclosed brochure, or see the town website: http://www.town.barnstable.ma.us/cdb!� (under the "CDBG Programs", see "Sewer Connection Loan Program). For loan specific questions, you may contact Kathleen Girouard, Growth Management, at 508-862-4702. CONTRACTORS: Information on Licensed Sewer Installers is available on our web site at www.town.bai-nstable.ma.us/PublicWorksTech/sewerinstalIers. Contractors, approved to perform sewer connection work in the Town of Barnstable must obtain and file a Sewer Connection Permit with DPW-Water Pollution Control Division, 617 Bearse's Way, Hyannis—contractors, please call Dave Anderson at (508) 790-6244. FOR ANY QUESTIONS /ASSISTANCE: Len Gobeil at the Town Manager's Office is available to provide you with direction you may need in reference to the Stewart Creek Sewer Connections. You may contact him at 508-862-4701. QASEWER connectUztters Stewart Creek Sewer Connects\MAILING LetA Sewer 2Pgs Merged 3-28-13 Yr2015.doc THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEA ri Application is hereby made for a Permit to Construct or air ( 11�an Individual Sewage Disposal Ste System at: el/h rJ ------------ -- Install e, Address Type of Building Size Su feet Dwelling—No. of Attic ( ) Garbage Grinder ( ) Other—Type of Building -----------'-' No. ofyczaooa---------_-- Showers ( ) -- Cafeteria ( ) A4Other fixtures ....................................................................................................................................................... Design Flmv---------------------gallooeyccpersouyerday. Total daily flow-----------................................ . 04 Scydo Tank—Liquidcapacity............gallons Length................ Width................ Diameter---------------- Depth................ Disposal Trench--Nu .................... Width.................... Total .................... Total area--------------------sq. 6c Seepage Pit No'------' Diameter.................... Depth b�m. iolcc-.-------' Iota leaching area---.----'sq. ft. �� ��t6crD���udoobox ( ) Dosing tank ( ) ~~ Percolation Test Results Performed bv.......................................................................... Date........................................ Test Pit No. }................minutes per inch Depth of Test Pit.—_-----' Depth toground wutcc-----_-_- 44 Test Pit No. 2................minutes per izob Depth of Test Pit.................... Depth no ground water----.----. 0* —'--------------'----''--_---__--'--___-'-'-_-'-_---------'-----'-_-_. 0 Description of Soil------_-------------------'-'---------_----................................................................................. ....................................................................................................................................................................................................... --''----'----'--------'---'-----------'- —� Agreement:....It wrerigtr.....1.�_ .V.................. ...0....qj.Ai=......JT........................................................................... | � The undersigned agrees to install the aforcdeocribed Individual Sewage Di sposal System in accordance with � +. No.. r.:..3..7�:2 Fmc...r16......._..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............................... OF...........................------.....----------------------------.......---------------- Appliratiun for Bi"aa al Works -ToWitrttdw it "prranit Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal System at: a � � _...`.n..._... .S.....'�::��= � ......---��... --- Locftion-?fddress t : ..... Owne �✓} A res ........ .... 1 ----------------------------- --i--- _C -,------ Installer Address Type of Building Size Lot_.........................Sq. feet 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............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_.____________- f14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 94 -------------------------------------------------------------- •------------- .._.... ----------------- -------.------------•--------•---------.----------------- 0 Description of Soil.........................................................................................................................-.............................................. x U ••••-----•-------------•--•------•-•-•----------•-•••-•-••-•---••--••••--•---•-----••••......---•-•••-••---••--------•-----••---...•-----•--•---•-••------•••-------•----------•••--•--•----•••-•-•••••. x ------•-------------------------------------------•---•-•----•--------•--------------•-----------••---• ------------ " � U Na epairs or Alterations—Answer hen applicable_ � " � g(z ti ---•••---•--.... ----•------•--•--•- ---------- ...................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLi; i of the State Sanitar LQde—The undersigned further agrees not to place the syst in in operation until a Certificate of Compliance has s by th _ ar, h. sigma_ Date � Application Approved By............... =`.-d----. .............................. ..--•---.... ......a Date Application Disapproved for the following reasons-------------------------------------•-----------------....---•-----------------•----------------...-•-•--.....-- --------------•-•---..........---------•---•----•-••-----------•-•-•-.....-------•-•-------•---.._........_.....---........-••---••--•...••--•--•-------•-•-•--••--•--•---------•--------.= Date PermitNo......... _.. 7...-------------•----------- Issued....................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH L. ......... ................OF........... rt?✓d ...r................................. Trrtif irFatr of Toutph aurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (?�) a by....................... ... .... ..........t ---------......--------------.......................---------•------...............---------......-------•--------------- .� Installer has been installed in accordance with the provisions of TI T E f),of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......... .......�?.&--------- dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................1..-.. .." . -----•------•............. Inspector.............................. ....................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �- r / t..............OF..................w......... ...........-..._............_............ NO... ...... Ls FEE...Z:................. Disposal Work.5 %0_1111nutrnrtiun rranit Permission is hereby granted.............. ....... ^..=='= `f....... ..............................................•-•---••-•----....-- to Construct ) or Repair ) an Individual Sewage Disposal System atNo----------------•--Q.......lc-e ez w_��, r ...... --- ................................................................................ Str as shown on the application for Disposal Works Construction Permit tNo. J >._.. Dated------------------------------------------ ...............................7`-.--�•-••--•---•-------...-----...------.._......--•-_...._ DATE............7..:._,I.�...---tJ....------•--------------------------- Board of Health FORM 1255 HOBBS & WARREN, INC., PUBLISHERS T �Qy�FTHE tO�o TOWN OF BARNSTABLE OFFICE OF t sesMATeaLs, BOARD OF HEALTH 9�v iN YAY D 367 MAIN STREET � �`' HYANNIS, MASS. 02601 Jahn M. Wass Sept. 28 , 1987 Thomas Capizzi , Jr. 644 Strawberry Hill Road Centerville, MA. 02632 Dear Mr. Capizzi : Thank you for your recent letter concerning violations of 310 CMR 15 . 00 , State Environmental Code, Title 5 , Minimum Requirements for Subsurface Disposal of Sanitary Sewage at property owned by you at 70 Crocker Street , Hyannis . We appreciate your concern in upgrading a sewage disposal system which in a few years will be replaced by Town sewer. However, we will allow you to place an overflow pit connecting to your existing cesspool , rather than upgrading to the required Title 5 septic system required by law— The additional overflow pit will allow you to dispose of your waste in a sanitary manner until connection to Town sewer can be made. This will save you considerable money and temporarily lessen the pollution and the health nuisance that your single cesspool has been responsible for. You are again directed to upgrade your substandard onsite sewage disposal system, as stated in the Second Notice of Abatement dated Sept. 4 , 1987 from the Board of Health. We will grant you an extension of time to upgrade to expire Oct . 16 , 1987 . Sincerely, �Ylhn M. Kelly s irector of Pub ricHealth JMK/ds copy to: Dale L. Saad, CHRC TOWN OF BAR14STABLE i tOCATION_17 CLL� Q SEWAGE )ltr VILLAGE ASSESSOR MAP &.. �OT INSTALLER'S NA E.% PHONE NO SEPTIC TANK CAPACITY� 9 T LEACHING FAC:ILITY:(type) ^ 'Qc:A` fRA 'ti�<<size)_� •C,�_' '`1 i._ NO. OF BEDROOMS Z PRIVATE WELL O"-UBLIC WATER BUILDER O C)WNER ` 0ATE PERMIT ISSUED: -7 DATE COMPLIANCE ISSUED__ - $ VARIANCE GRANTED: Yes No -' 's ; 1 \461 1 � ��IL en Al t s - - �_ ` ice.�_. \ � �►\ ♦''�\! �\\_ �_ �. �� ;_ - - - - SMS .WME' RNA \ IIW� �Q�OFTHE T TOWN'OF BARNSTABLE .� OFFICE OF HsaN9T.» BOARD OF HEALTH rasa 16S9. 'Ep U M 367 MAIN STREET HYANNIS, MASS. 02601 i 1 John M. Wass Sept . 4 , 1987 % Thomas Capizzi , Jr . 1645 Newtown Road Cotuit , Ma . ; 02635 SECC)ND NOTICE TO ABATE VIOLATIONS OF 310 CMR 15 . 00 . STATE ENVIRONMENTAL CODE , TITLE 5 . MINIM TiM RE6IUIREMENTS FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE s i Theproperty owned by you at. 70 Crocker Street, Hyannis , novas reinspected on August 24 , 1987 , by Dale L . Saad, Coastal Health Resources Coordinator for the Town of Barnstable . The following violations of 310 CMR 15 . 00 the State Environmental Code, Title -5 , were observed: REGULATION 15 . 02 { ( 14) Type of System : Sewage effluent does, not discharge to a suitable, subsurface sewage disposal facility. Your existing cesspool is inadequate and convidered to be a source of contamination. Youflare directed to install an , additional '6x8 feet leaching pit,! within ten ( 10) days of receipt of this order. You are hereby notified to pump your cesspool as many times as necessary to prevent contamination until the additional •.,,. leaching pit is installed.- If rho action, is taken in this matter, the Board of Health will consider condemnation of the dwelling. Youmay request a nearing before the Board of Health if written petition requesting same is received within seven (7) 11days after the crate order is served. Nonfcompliance could result in a fine up to $500 . 00 . Each days failure to comply with an order shall constitu_te a separate violation .' �-� Hea/ �aT.�d/aY PER :ORDER OF THE BOARD OF HEALTH hn M . Ke Iy S rector of Pub c Health - ,�T-119 - , CESSPOOLSERVICE aus • 344 Lakeside Drive Marstons Mills,MA 02648 v Customer's Order No. Date � M •Z _. -Addressv3 1q 4 ST Fxf SOLD BY CASH C.0;D. CHARGE' ON ACCT. MDSE.REM PAID OUT I QUA.NI. DESCRIPTION _ PRICE AMOUNT LAW I , i G1� I i All claims and returned goods MUST I a. om anie by this bill. TAX aTcpvco TOTAL + i I rot- aakh Aw.. ?of arr , tabla 1 i SEP .T - �98� y�FTHE rO� TOWN OF BARNSTABLE OFFICE OF BsaNAB .&>� BOARD OF HEALTH 039. 39 O 367 MAIN STREET CFw`t k' HYANNIS, MASS. 02601 August 25 , 1987 Johns M. Wass Thomas Capizzi , Jr . 16451 Newtown Road `Q '� Cotulit , MA . , 02635. J� NOTTICE TO ABATE A PUBLIC HEALTH NUISANCE 7 The property owned by you at 70 Crocker Street , Hyannis . P1sa. ;was inspected ors Aug-ust 24, 1987 , by Daj Saad, e Coasjtal Health Resources Coordinator for e Town` o -Barnstable , because of a complaint . The following violations of 310 CMR . 15 . 00 , the State Environmental Code , Title 5 , were observed: REGULATION . 15 . 02 (20j nischar-aP to Surface of Ground: Sanitary sewage flowing across the driveway down towards the wetlands . ( 14) Tyne of System : System does not discharge it's effluent to a suitable subsurface sewage disposal area. ( 19) Maintenance : Owner has not kept disposal system in proper operational condition. Youare hereby notified to have the system pumped after receipt of this notice as many times as necessary to prevent contamination until permanent repairs are made . YOU are directed to upgrade your on-site sewage disposal system to conform to Title 5 , of the State Environmental Code and the Town of Barnstable Health Regulations , within five (5) days of receipt of this order. If no action is taken in this matter, the Board of Health will consider condemnation of the dwelling. You' may request a hearing before the Board of Health if written petition requesting same is received within seven (7 ) days after the date order is served. Non-compliance could result in a fine up to $500 . 00 . Each day:,` s failure to comply with an order with an�ea�or der ,shall constitute a separate violation. -��teaR,tabla PER. ORDER OF THE BOARD OF HEALTH l J n M . Yell y S E P rector of Publi Health I III • - -_. a q `� INVOICE =m `' by PLUMBING _HEATING -LLI Xj IGO SPRINKLER` .. 'CO Septic Services 350 Main Street - West Yarmouth, MA 02673-4698 775-6264 - 775-2800 MASTER PLUMBER 57,15 ACCOUNTNO.., INVOICE DATE. INVOICE# 003983 0 1 , 87 S-351041 THOMAS CAPI ZZI JR. ' 164 .KBWTOWN, ROAD' - . ADDRESSCOTUIT MA' 026.35 CORRECTION - JOB,LOCATION: CROCHSR STREET HYANNIS 02,601 Rlease'Return Yellow Copy:With Your Remittance. 7, - PUMPER, CS$SP00L. 8 4 8 .. r -4 • �} PUMPING/DISP. 70. 00 PLEASE PAY 70. 00 IF .PAYMENT RE,C'D BY . YOU MAY DEDUCT` $ 1..40 PROVIDING THERE IS NO 'PREVIOUS BALANCE f f TERMS: ALL INVOICES DUE UPON RECEIPT. FINANCE CHARGE 11/2%PER MONTH OR AN ANNUAL PERCENTAGE RATE OF 18% INVOICE INVOICEDATE 'ON-BALANCES OWED 30 DAYS FRO j0VI-Z as rJ A/e p r y,)L �OFTHE TD TOWN OF BARNSTABLE w °``P y°,► OFFICE OF BAsANIL MAs& s, = BOARD OF HEALTH y 00 1639. \ 367 MAIN STREET HYANNIS, MASS. o26o1 John M. Wass Sept . 4, 1987 % Thomas Capizzi , Jr. 1645 Newtown Road Cotuit, Ma. , 02635 SECOND NOTICE TO ABATE VIOLATIONS OF 310 CMR 15 . 00 . STATE ENVIRONMENTAL CODE, TITLE 5 , MINIMUM REQUIREMENTS FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE The property owned by you at 70 Crocker Street, Hyannis, Ma. was reinspected on August 24, 1987 , by Dale L. Saad, Coastal Health Resources Coordinator for the Town of Barnstable. The following violations of 310 CMR 15 . 00 the State Environmental Code, Title 5 , were observed: REGULATION 15 , 02 ( 14) Type of System: Sewage effluent does not discharge to a suitable subsurface sewage disposal facility. Your existing cesspool is inadequate and considered to be a source of contamination. You are directed to install an additional 6x8 feet leaching pit, within ten ( 10) days of receipt of this order. You are hereby notified to pumpeel+ your cesspool as many times as necessary to prevent contamination until the additional leaching pit is installed. If no action is taken in this matter, the Board of Health will consider condemnation of the dwelling. You may request a hearing before the Board of Health if written petition requesting same is received within seven (7) days after the date order is served. Non-compliance could result in a fine up to $500 . 00% Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH John M . Kelly Director of Public Health John 14. Warm Sept . 25 , 1987 Thomas Capizzi, Jr. 644 Strawberry Hill Road Centerville , MA . 02632 Dear Mr. Capizzi : The Board of Health acknowledges receipt of your letter dated Sept . 14 , 1987 concerning violations of 310 CMR 15 . 00 , State Environmental Code, Title 5 , Minimum Requirements for Subsurface Disposal of Sanitary Sewage . We understand your concern in this matter of upgrading a sewage disposal system which in a few years will be replaced by a new sewer system. Because of your circumstance we will allow you to place an overflow pit connecting to your existing cesspool , rather than upgrading to the required Title 5 septic system. We believe that the additional overflow pit will allow you to dispose of your waste in a sanitary manner until the sewer line is extended to your area. This will save you money and temporarily lessen the pollution and the health nuisance that have occurred in the past. You are again directed to upgrade your substandard onsite sewage disposal system, as stated in the Second Notice of Abatement dated Sept . 4 , 1987. from the Board of Health . We will grant you an extension of time to upgrade to expire Oct . 16 , 1987 . Sincerely, John M. Kelly Director of Public Health JMK/ds D / /.Ply / o 04 a)�© O P�• O N WETLAND DELINEATION BY oLjj � VACCARO ENVIRONMENTAL CONSULTANTS /.��� p s o ,� W 00 LOCATED BY SURVEY 8/11/05 103 DO LOT AREA: ? 00 ,527±SF INS 1 . W w 00 F� ASSESSORS MAP NUMBER 306 LOT 28-001 Z = 00 F SURVEY: - U, Un DATE 0 SU E 5/25/04 6/3/04 _..I o Q / P V) � �E ] LXP AN REFERENCE: PLAN BOOK 324 PAGE 58 � aa PLAN DATE: `JUNE 15, 1978 OSO 102 ` WETLAND PLAN REFERENCE: PLAN BOOK 567 PAGE 87 4 _ Ln FLOOD ZONE AE (EL 11) 10t /./ TRANSECT p0 / / PLAN DATE: JANUARY 30, 2001 #` UCY) . o / rn FLOOD ZONE 6 / PLAN REFERENCE: PLAN BOOK 136 PAGE 75 OOEq Q _j o NlI / \ PLAN DATE:. -SEPTEMBER 16, 1955 N o / e 00 Q / k, I— 00 / LINES OF PLAN BOOK 567 PAGE 8�7 O Q _ cn 00 NANTUCKET SOUND 04 Ld o Lo / / O TIN I` I EX S G HOUSE TO BE / 8.5" GYood fence o / pJ � DEMOLISHED AND RE-BUILT `� o O w OO WITH SAME FOOTPRINT IN !l, USCS — HYANNIS QUAD o z LOCATION SHOWN a _o 2000 0 1000 2000 4000 1- a w / STEEL POST @ STONES / F�' ! - =SCALE IN FEET - o w / o / t ��SSESSORS MAP 306 LOT 28 4 / o 12.7 \_ FLOOD ZONES FROM COMMUNITY / S ,52P21" v�j 4 LOT AREA 7866±SF PANEL 250001 0006D JULY 2, 131.94, E PER PB324 PAGE 58 Gi i 1992. PLOTTED FROM TOWN OF / Oec� 1 LEGEND z 0 Lo BARNSTABLE GIS. �r Shed o o 12 - J 12" j9 Tnee/ine g J —� - - 12.0ui w 16.�11 18" / / 147•94' _ — EXISTING CONTOUR W m o0 15.5 I o / I c CB DH EXG. TREE/SHRUB LINE \ (FND) CB (FND) -J-�^-�J 4.A' 4.A��w 13.5 / SMASHED a o o o PROP 70 2 EXISTING SPOT ELEVATION U) N O=P;as6 - ca. PROPOSED OUTLINE OF ( 1 X a No�E EXISTING HOUSE 0'D0' ``' 0° T DAVID 11. z W O � J W � � — W— WATER SERVICE a Y N Q z o U G. <m Te/ r \ THULIN p2'4) c@ C471/ \ > ST \ x ow c> x a A-12 RESOUCE AREA 0 ^� 3940�3 f�;' `\ BOUNDARY FLAG 6 \ S N suaV� 116 � � � ti1� GOo GAS SHUTOFF o Q Q � j Stone drive 1 S� 0 TELEPHONE RISER I- :>: Picket fence 90 8 1 2 Eq G� ' �� 4 1�¢ LINE OF PLAN BOOK 567 PG87 OAK TREE z ? o 2' N MEN 7- 12.5 0 LJJ M Q� Stone drive 77 8.5' GYood fence PINE TREE o Y cn a w� q Ln o ui ELEVATIONS BASED ON FIRM N �475'DD„ {29 I ST SEPTIC TANK p U z BENCHMARK RM 12 ELEV= 24.77 W oe Of a 2 10•DO' LINES OF PLAN BOOK 324 PAGE 58 SS DIST BOX a O vi mJ I SEPTIC SYSTEM LOCATION FROM LARGE STONE LP SS LEACH PIT z U z ow J BOARD OF HEALTH RECORDS J = 0 6" Stockade fence R Cl- of w Li oqI t: < LAJ 20 0 10 20 40 80 , ST/�+C/�T N MINE TBM TOP SPIKE FEET( IN F T ELEV= 12.74) � 1 inch NGVD- 20 ft. / 04-034 ' SHEET 1 OF 1 t E ABODE SANDERSON RESIDENCE BUILDING & REMODELING /0 CROCKER HYANNIS BERT DeMARTIN P,❑, B❑X 622 EAST FALM❑UTH, MA 02536 PH❑NE 508-477-9082 001 f t s . t i Ei r r a , ........... 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IRE Y Ia � S8 O N m s H ip's m g L Y 1 7 t xa-tt' 4 le R x >� r� D a 1 \ �. al�P� R IANZZZ J - r IN i J IN 7-G' 4 a A F7 1K ling jai J t a (-SANDERSON RESIDENCE —. DATE 902/126/ WSIGN Br. BiRCHALL COP�SULTItdG ' I AE30DE > t SECTIONS IONS BERT DeMARTIN P.G. BOX 622 PHONE 508-477-9082 EAST EALMOuTri, MA 02536 g, a«+-'�..,.-.rX.a.ic=wis,.„n.w,a..:,,.�4»^>a."-'.� r.+..'.,.�+&:q..+.�..sF;x..r:rw,•,:-<�: �a pu t ytA Kr 1lNtl¢ - sx � Q Ililllilll K nilllllllll K IIIIIIIIII �o alllllllll � f t rj ¢¢ 19-0 P> m m feI gig 3 1 ,7 LPL FWZ =L< 5 gill ca a _ , 1 7 to > r 3 1 1 V.L'L M1' � � \ a e •. I I I II \ � ` f7 I atB01g•0.0.RAFIERI 2-10• �y 3 1/`LA1 7 L,l ME . d01Sf®16'QG 1 17—g 1/2• $ � 0. V 3 ;g m AT SLOW kx � °tip E ' SANDERSON RESIDENCE -_-- DATE [YS/2B! ova+sr � �AE3 FINAL 63l20! BlRCHALl (ONSULDNGi )�'�"]� a .�r:) E I FRAMING FLANS; FOUNDATION �R i $ERT P1eMARTIh1 PLAN; � !��� --- ! P.O, BaX 622 PHONE- 508-477-9082 ` EAST PALMOU T H, MA 02536 co CD I I T I SITE PLAN DECK 00 -�--- _ In W ED 8' 0" - 10'-0" -- - 8'-0" 10'-0" Q TW1846 EXISTING DECK `0 ILr) j 6'_9» O ----- I CR235 I i o I N 2/Ox6/8 r� Z _ F - E DW REF. H ~ OJ NEW DECK _ Q 1,0 0 TW243101 I TW24310 I CI J - --.- '-0''-0' 1 r KITGPEN - -- -- — — -- — �I o Lt 010 46 pq T - _ - - -- - �_- - - I St ; %, Ifi 18'-0" -- o t \ -- --- ----- - --- — -- \{ --- L-I Q 9'-°" TW2446 6/Ox6/8 S.D. DN I 04 to - - 7-0"04 - STAIR ABOVE N f l+ �' N C� 11'-8 3/4 3'-5 1 2" o ._ O I o ? 'n I 1ST TO BASEMENT STAIR: TOTAL RISE 7'-8 1/2+12 1/4"- 8'8.75" o Q `� 0 � 7'-8 +12� 8 5 5/8 DECK; o `o i I 0 o � " F->F 8 - /8 OR 13 @ 8 1/8", I TREADS @ q 1/4" ROUGH; 10"FIN �n �n I 5/Ox6/8 I I` J 06 } J w o mQ H Q _ J I - -- - — — -- -- 1ST TO 2ND STAIR DESIGN: _ _ _ _ _ _ _ _ _ Z= 0:: V) a 7'-8 1/2" WALL +12 5/8 DECK; F->F - 8'-q 1/8" OR 13 @ 8 1/16" o m ►i wam TREADS 1/4" ROUGH; 10"FIN rl - - -- - - -- 04 N _ I » II �' O o 3 i 7-0 3-0 0 _N N. co O .- ---- N -- 12' �» (\V m TW2446 r7 TW2446 3/Ox6/8 TW2446 TW2446 I O O 3'-0" I T-0" g'-p" 8'-0" --- 7-0" - 3'-0» - 36'-0"--------- --- - -- _.J�.- ---------- - -- - W -� Q 36'-0" Q z - ---- ATTIC FLOOR PLAN SCALE: 1/4" = 1'-0" \ V FIRST , FLOOR PLAN , ,. SCALE. 1/4" = 1'-0" 36'-0" 110'-0" - --- 8'-0" 10'-0" 00 ------ � TW1846 i 1/2"x8" ANCHOR BOLT ® 1 of 0 32" O.C., TYPICAL --- " 4-1 to (2) 2x6 P.T. SILL W/ 6 SILL SEALER y l 1 - z of - - - -} - -- - - i I N �� z M CR135 11D I - - - - - - -- -- --- - I O o �-- I ^ TT - ----- " -- - - - -0" - -- --- 5'-10" 5'-10" - - - - I F—� Q � 3/Ox6/6 - - - - 3 1/2x1 7/8' LVL �4x6 Q- - M TW2446 4 - --N TW2446 �j - - - - - - - - \ - -- - -- - - - - W co cp Ito -* 0 11'-8 3/4" 3'-5 1 2" \ r \ 1' 3 4" 6 1 2" 30X30X14" FOOTING-- • 3 1/3"' LALLY COI VnMN / M 17'-10" CENTER 5'-0" STAIR; I U I o \ - --- VERIFY R.O. o /1 O t/ J Q p \2'--5" 2'-8'3/4' 14'-9 1/4" M \ W U ryl I I J�Z x N I b II ��° - - — — — — -- — -� TW2446 TW2446 12310 a TW2446 TW2446 C✓ J I -- -- - 18'-0 - - cd - ---- -- ---36'-0" �I I_ - \ \I 7 F 7 hi SECOND F L_OOR P L_A N » j - -- -� L SCALE: 1/4" 1'-0" t FOUNDATION PLAN. { SCALE: 1/4° 1'-0" E:\BERT-HYANNIS I BERT-HYANNIS-A2 i w E i -------- ... --------- ------ Oj (DO CD Nt co CD In 2x4 COLLAR TIES 0 16" O.C. Lli 3 1/2"x11 7/8" LVL RIDGE F-1 2x10 @ 16" O.C. CL 12 6 3 1/2"x11 7/8" LVL BEAM In CD 2x10 LOW RAFTERS 0 16" O.C.; 2'-2" ALT: 2x8 0 16" O.0 W1 3/4" (IJ HIGH R & GYPSUM. BOTH USE of D 7'-T FIBERGLASS INSULATION BETWEEN t C11- 1,D 0 JOIST < CD 2x4 0 16" O.C. 0) X ATTIC WALL FRAME 5 1/2"x11 7/8" LVL SUPPORT T T L I I I pq n w 1 0 00 00 00 0< r, I I 1 0 c'j Ow 0000 > X oc) 00 1 i 0 3 ob 5.:-j Lj 0 0 < Z Lo < -4 -4 Z-r w x L<- TYPICAL HEADER: U5 It in "-, (3) 2 x8 W/ 1" m Fn �po uj a- HIGH R BETWEEN 00 11 7/8" BCI JOIST 0 16" 00 00 0 O.C. PER Sl. 3/4" T&G PLYWOOD DECK GLUED AND RING NAILED LLJ 1'_O T OD 00 rl 3' CONCRETE SLAB W/ 6x6 WWII OVER 4" CRUSH STONE, POLYETHYLENE OVER STONE oc F' 3(o ' - 0 ` S ECT I ON 131 - 011 SECTION SCALE: 114" = 1'-011 3 1/2 x 11 7/8" LVL C/O SCALE: 114" V-011 RIDGE 4x4 POST IN WALL 5 1/2x 11 7/8" RIDGE NOTE: CONTINUOUS HEADER 4x4 2x12 0 16;O.C. NOTCH AS SHOWN POST ABOVE & BELOW, Q TYPICAL 1/2' x 8" ANCHOR 3 1/2 x 11 7/8" LVL WINDOWS SPACED --- BOLTS 0 32" O.C. HEADER SHELF (2) 2x8 HEADER W/ TYPICAL (2) 2x6 SILL ON 6" 1 2 PLYWOOD GLUED SILL SEALER AND NAILED Ge") 10" CONCRETE WALL 3000 # 2x8 WALL LEDGER NOTE: AT 28 DAYS CONCRETE. REMOVE ALL FORM TIES BOTH SIDES.p. PATCH HOLES W/ HIGH EARLY INSTALL DCI VENT UNDER 0 I ROOF SHIGLES TO VENT ry rl CEMENT. APPLY ROOF CEMENT co A OVER EACH PATCH. COAT ENTIRE (o 12 2x8 RAFTER, 2x6 CEILING CD WALL LAPPING FOOTING W/ TWO I is 6 Neoo' JOIST 0 16: O.0 COATS OF ASPHALT ROOF COATING. I HOLD COATING DOWN MINIMUM 18" _04 pc\o 3 1/2" TYPICAL R30 WITH PROPER VENT AS REQUIRED TO o BELOW TOP OF WALL/GRADE. VERIFY 04 000000001 .- V: a\ I "B" BOARD SOOFIT W/ ASSURE PROPER VENTING FINAL LINE W/ CONTRACTOR PRIOR TO APPLICATION 00 2 1/2" CONT. SCREEN r- VENT. ---2x6 CEILING LEDHER, USE -10" 3/4" HIGH R INSULATION TIMBER HANGERS r_ 2xBLOCK BETWEEN JOIST BOARD @ DECK. 3/4" STRAP REMAINDER OF 7" DRILL (2) 1 1/2' HOLES 0 0 EACH BAY CEILING (D 15'-0" 6'-0' lx BELT TO MATCH FREEZE Ld 7" 10" 7" cf) cd > SECTION DECK t SCALE: 114" = 11-011 0 2'-0' cn TYP . FOUNDATION NALL >1 SCALE: 1/2" = 1'-011 E:\BERT_HYANNIS lc�I — BERT-HYANNIS-Sl CLJ OD 0 U) I ! 00 CD Ln W Z 0 m Ln - ---- --- 1/2x11 7/8" LVL HEADER;5" --- NOTE: CU ALIGN WITH BASEMENT GIRT, PLACE 3 1/2x11 7/8 LVL ® CD ALIGN POST - POST THRU LAYOUT LINES, INFILL USING 1 3/4"x11 7/8 LVL DECK TO GIRT OR BLOCK 1 1/8" RIM STOCK W/ HANGERS. Q STAIR INFILL, TIMBER __ G.C. TO VERIFY OPENONG REQUIRED Z HANG ALL CONNECTIONS -� BELOW --� BEFORE FRAMING 6' i' 14'-8" j F- Q p c� Z J X Q J F- • p W _ Q 1x3 BRIDGING in — — 0 6'-1 5/8 - - -- -- — --- -- I N Z � / J — - - r -I i 1r 1 (� ¢O ¢ N 0 - - - Z w m I co — - -- OO V 00 - co 3,_2., R. o -1 v s 00 JjLLJ L J J L— J --A }_JwZ 10 r-i r -i -1 -,r-i - - m= W N X ASSUMED LAYOUT" \_ o U p START -- -- --- - -- -----� --L' --- -- - - I w- � ¢ _ �ItV) 11'-10 1/2" R.O. 3'-2" R.O USE 18'-8" BCI, ADD 13/a'x11 "LVL TO INSIDE 36 -0 11 BCI 45S CAD 16'O.C. TYP 1 1/8'x11 7/8' - � RIM JOIST (2) 2x8 UPSET HEADER N RIP AS IST RISER REQ. / 3 1 2"x11 7 8" LVL m DIFFICULT HEADROOM; USE / / 1 1/8" RIM JOIST TYPICAL 2x4 FRAMING AND UPSET BEARING WALL — 18-0 HEADER AS REQUIRED TO 2x8 BOX FULL RUN BASEMENT STAIR UNDER 2x10 TAPERED 7 " ->9 1/4" 16"O.C. BCI OUT SIDE + 1 3/4" x WIDTH -- STAIR ABOVE. GLUE & SCREW " - W Q LVL DOUBLED TO INSIDE �' DECK PLYWOOD TO UPSET HEADER Q 77 - -36'-0" 11 BCI 45S ® 16" O.C. — A L� 1ST , FLOOR PLAN. FLOOR 4 SCALE- 1/4 = 1'-0" SCALE: 1/ �" = 1'-p�� �� l I i i �j 2x12 RIDGE o0 VALLEY (2) 2x10 OR (1) 1 3/4x9 1/2" LVL v : oo -- � 10 0"• 2x8®16"0 C RA FTER• ¢ ING JOIST ® 16" O.C.CEIL c p' iI ci ® f /l N V J ci L� I ALL DOUBLE BCI ® OPENIG 44 POST 'RIDGE TO - 00 U z o o o W/ 1 3/4 (2) 2x8 HEADER x 11 7/8 LVL; z_ z I INFILL FRAMING SAME LVL � Q TYP WINDOW HEADER J (2) 2x8 GIRT FOR (3) 2x8-W/ 1/2" PLY GLUED _ CEILING JOIST 04 N W 4,-0" 5'-1 1/2- 2' 8" _ 7'-9 1/2- 8„ � 2x10 JET BLOCKING TO - --- v U b 2x10 JET BLOCKING TO O �G FORM MATCHING STEEP FORM MATCHING STEEP , .� ROOF BUILD OUT ® ROOF BUILD OUT 0 ^ / a GABLE GABLE r - - (1) 1 3/4x11 7/8 LVL N (1) 1 3/4x11 7/8 LVL r�nn� - - - (3) 2x� TO 1 3/4" x w --2x8 OVER w (3) 2x� TO 1 3/4" x W 7 z 9 1/2- LVL HEADER o _ — BUILD v 9 1/2- LVL HEADER Z N _ + — — — / O — r l O Q _ J — - -_ - - J /W O x Ao 04 M - N r C-4 v v ( ) N \ O \ O " 00 , ,, " -- — _ � —I 11 -10 1 2 ! / 3'-2" '-0 7-0 3-0 - nn .. - 12'-T 3 J"x11 1 L HEADER BELOW 36'-0" 11 BCI 45S ® 16"O.C. 18'-0" 2x8 RAFTERS; 4x4 POST RIDGE 2x6 CEILING JOIST. TO cd - �I HEADER BOTH 16" O.C. _4x4 POST IN CORNER 2x8 RAFTERS ® 16" O.C. �G (1) 1 3/4x11 7/8 LVL NO CEILING JOIST E NOTE: ALL EXTERIOR WALL FRAMING AND GABLES ATTIC TO ROOF 2x4 ® 16: O.C. W/1/2" CDX � FD PLYWOOD SHEATHING2ND FLOOR FRAMING ROOF FRAN I NG PLAN E:\BERT-HYANNIS I SCALE: 1/4" V-0" SCALE: 1/4" 1'-0" BERT_HYANNIS_S1 r� i