The URL can be used to link to this page

Home My WebLink About0059 AUDREYS LANE - Health (2) 362 WAKEBY Race, MARSTONS'MILL9"` A'=•028 O ` 0 i FROM FAX NO. Apr. 22 2004 05:42RM P2 6 7a 2 a ee so LOT / /( 028/0�1 ) / /21,359+/-S.F. / 35' / PROPOSED' J 31BEDROOM J / ouse#362 J N 02 \2.,r 1500 atlon � / Septf Tan " O J water servka ented �Z.X 50' a �h�Fi�ri► --hog,9 s Ife "tl. ic Re"e , L=38.94' ! 9832' — —. — — — — — — — — — -- — — — — — — — — — — — — — - — —` — — WAKEBY ROAD RL•Z::Of//9 bf Rne.e`FpYndnRo"lajorcf P% RF�'iBIOV S y SITE & SEWAGE �$'°`'`sNORMAN DISPOSAL PLAN �RONo. 2705 12705 `^ CIVIL ft. _ LOT A, #362 WAKEBY RD. ,�foAL O BARNSTABLE, MA. � ' NQAlYrAN `N\ APPLICANT: ENGINEER: oAossMAN 11I1 Trico Builders Norman Grossmatt,PE,RCS N°- 7275. Falmouth, MA 10 Marsh View RoadOfSiY►o LOCUS MAP East Falmouth; MA.02636 SCALE 1'=2000' 508-548-1.920 MAP SEC PAR LOT FLOOD ZONE ELEV. MAP SCALE DATE SHEET-NO. PLAN NO. 28 051 A C •- 250001 0015 C 1"=20' NOV.01,2002 1 OF 2 IH-723 ►-R TOWN OF BARNSTABLE ()V 11 A�ra-5,/ LOCATION L�r"/ ' Ii Z "VV YAW'' SEWAGE # Z7�Z- VILLAGE /�IIIfv `I� ✓ / ASSESSOR'S MAP & LOT 0 7, �S INSTALLER'S NAME&PHONE NO. /' t'�sts>; 7 7/4WY SEPTIC TANK CAPACITY LEACHING FACILITY: (type) � � (size) NO.OF BEDROOMS BUILDER OR OWNE PERMIT DATE: ' ' L Z'� COMPLIANCE DATE. 3 29 — Z(7y Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by C-197 49 l • ASSESSORS MAP NO: _ - c PARCEL N0: 1�:55rll 9 k— THE COMMONWEALTH OF MASSACHUSETTS / J BOARD OF HEALTH TOWN OF BARNSTABLE Appliration fur Di-vipm3al Workii Tontitrnrtiun Vanfit Application is hereby made fora Permi to Construct ( or Repair ( ) an Individual Sewage Disposal System at: 6 Loc .Z............ ...............................40,7. ........414............................ ation-:lddres� L�(—/ fiC v or Lot No. --- Installer ` t i Address ` Type of Building I' Size Lot._ ._.____�..............Sq. feet ., Dwelling— No. of Bedrooms----........ - Expansion Attic (�) Garbage Grinder (/� aOther—Type of Building ......... .............. No. of persons-__-_--_---_-_-.------_--_ Showers ( ) — Cafeteria ( ) Other fixtures .............. --_-._---.-_____- f ? -------------------------------- ---------------- ---------------------- W Design Flow..............�� _._...................gallons per n per day. Total daily flow............._._.....__- ................gallons. WSeptic Tank L'guid capacity/�_....gallons Leength_�1c7__�_.. Width---- __." )�iameter-----`--_.-- Depth... x Disposal ZL/14`ado. .................... Width......42_.______ Total Length------- . Total leaching area....... ft. Seepage Pit No--_--------- Diameter..........:,!!�.... Depth below inlet..........`...... Total leaching area.....-n........sq. ft. Z Other Distribution box (/) Dosing tank aPercolation Test Results Performed by-------- ___ Date._ u_ ...... ...........minutesPit------- ....... ...o...:'....... . (T, Test Pit NO. M/. inutes per inch Depth of Test Pit....... �._.. Depth to ground water.-�-c.?...iVs_,4_46) /.5"/ /.. - - ...- -------- •-•----------------------- ------------- �� r Description of Soil - « _ O/( x -1. ------------------ ....................................................................................................................................................................................................... U Nature of Repairs or Alterations—Answer when applicable............................______............___._._..........___._................._.......__. - ------ -----------------------•---------------------------------------------------------------------------------------------------.._.......•..... Agreement: �V, QF,�� The undersi 411, grees to 1 he aforedescribed Individual Sewage Disposal System in accordance with the provisions o LF!pftfadKthe nviron ntal Code—The undersigned further agrees not to place the system�in opera nth at mplianc en issued the board of health. CIVIL Application.Appr �.r�� :_......... - J ---- ....' . �/ 9'nii • Date Application Disappro lowing reasons- -------------------------------------- :::..:...-:................ .. ............... .......--. -------- .......................................... .......... ................................................................................. ............................................................. ........................................ �� /' Date Permit No. '-ram�T'G3 ------------- Issued ................................................... ------ ?� �� Date — a��y No Fps. Z T;— THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Alipfiratiou for Divipwml Workii Tonstrur#iou rvrmit Application is hereby made fo a Perini to Coristruct ( VK10, Repair ( ) an Individual Sewage Disposal System at* -A' ri .......... . ... .. y ......_.... 107...--. ... Location-i\ddress� `7 / C r,/- / QC '/ � --o�r, Lo�t7N�¢,�( �/ 1 {�nn.jj ! — /..'/'1..... , . ---•--•-- a � -•-- .....-,V ,l V . ..!YJ��._..:G-�-�,f/ ..................... Address -------•---•r o ► ' 5 Z ter` installer ess •� U Dwelling Building of Bedrooms----------------- -----------`�_`�L Sion Attic � SizderLot�� Sq. feet , d Type of Buildin a g r P ( ) Garbage Grinder aOther—Type of Building ---------- -------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) d Other fixtures -------------- ---- ^ -------------- ----------------------------- W Design Flow.............. /0-------------------_._gallons per .son per day. Total daily flow-.--_--_-___-------j---Zy!---.__-__-_-_-_gallons. R; Septic Tank—Li uid capacit,_��q_.ga]lons Length_,1�2. �� Width---_-5.__=___. Diameter.-- ------ Depth... t_:... Disposal T �l � o. .................... Width....../..2 -- Total Length-------- v___ Total leaching area-------G 0osq. ft. .- Diameter-------------%---- Depth below inlet..__.......__. ....•.....sq. ft. Seepage Pit No.___......�.._.. �- `--___.__ Total4eaching area..... Other Distribution box Dosingtank ) // _ a ... : /�J vt "`�( Date--/-'�`...... �S z Percolation Test Results Performed by.. _- Jq/.-. •••----__.•---_..,.._.•_.•--;-�-_•------••••••••-• .. .__•-.__•_•__--- a Test Pit No. ,04-----------minutes per inch Depth of Test Pit------- Depth to ground w ter__ ------ R)`?:I/f Test Pit No. "z/..minutes per inch Depth of Test Pit------- S:�'... Depth to ground water__l?..�?__w � Descriptionof Soil............................................... - -•••----•-----•••------ -----------------�.4: U. .-••-••-••-•-•-----------•••••••--••-.....--•--•--••-•......-•-•••......•...2••`?!A------------- --------= /. /------- ....... .�f�il W:. UNature of Repairs or Alterations—Answer when applicable---------------------------------------------------............................................. --------------------------------------------------••---•••-•------••••••••-••-•-•-•••-•-••••••••••••-•••----••••----------------•----------•-•--••• ................................................... Agreement: The undersigne ® the aforedescribed Individual Sewage Disposal System in accordance with j the provisions of of the nvironmental Code—The undersigned further agrees not to place the system in operati c it 4)&Cocat ompliance en issued,�Y the board of health. �y ROSEINGRAUE /J ,,�i1 �(0 �jvy, ca °CIVIL7fi f> %-l /1.... . .... `--- /... -�......[.'.,� J�:L - Application.A r e ij 'Ao�C a— �� are Application Disapp NA e� ang reasons: ------------------------------------------.....................------------------------------ C� Dace Permit No. ...................... ... ......... Issued ........... - Dace- ` THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Cer#iftrate of C antlaliartre THIS IS TD CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) b O 1-7 2--� - � hs7`✓t� /may. Installer at ------------------t +l �'j r.._...:...,d.�!.... has been installed in accordance with the provlslons of TI I,E 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No.f� :.��:__ r�`..-.._ dated THE ISSUANCE(OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 9S�? 'y' Z.Z qg DATE.... ........._._-3._...--.�6')/--- ---- -- ---- .....------------ Inspector : -�r=- .-.-.- �'-.-..'_.---<... ----- THE COMMONWEALTH OF MASSACHUSETTS l BOARD OF HEALTH Q TOWN OF BARNSTABLE No......: FEEII DifiV021 Wor� atitrution rrrutit G �a� Permission is hereby granted------- ................. ............. Construct-,( ) or Repai, ) an Individual Sewage Disposal System /j/f at No .... :r!! � �! ��/' yr��1 -47-/!-!.!�.......... Street� as shown on the application for Disposal Works Construction ermit 11 O::_5__..___ ------------------ rd j= �� ..- j Board of Health DATE--------------- ----...-- / 0/ z Z FORM 36508 HOBBS✓}WARREN.INC..PUBLISHERS - I CCR ASSOCIATES Engineers & Surveyors Suite 203A, 49 Pleasant Street, S. Weymouth, MA 02190 (617) 335-6176 Fax (617)340-1889 July 5 1995. . . AssESSORSMAPNO: Ed. Barry, Health agent, ARCELNo. - Barnstable Board of Health, Barnstable Town Hall, � k 367 Main Street, _ ASSESSORS MAP N� -0W -' Hyannis, Ma. 02601. PARCEL No: - --- _ f Re/Lots A & B Wakeby Road, Barnstable, Ma. �� ¢ Dear Mr. Barry, You recently approved Septic Disposal Systems for Lots A& B Wakeby Road, Barnstable. We find that we reversed the Lot Owners Names on these Lots. Our Application form&Drawing has John King as owner of Lot B. Owner of Lot B should read Christine King, 600 Canton Ave., Milton, Ma. 02186. Our Application form & Drawing has Christine King as Owner of Lot A. Owner of Lot A should read John King, 81 Galvin Blvd., Dorchester, Ma. 02124 Attached are revised application forms with correct names and revised Drawings with correct Owner/Applicant. There are no other changes to Plans or Forms. Very Truly yours, Patrick J. Roseingrave Registered Land Surveyor ' Registered Professional Engineer No......................... FEa.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......... 66.0 /'ti/---....-..OF................... /'�II.S. LSE -- Appliratiou for Uiiipoiial Workii Tuuitrurtiou rrrntit Application is hereby made for a Permit to Construct (&-,<or Repair ( ) an Individual Sewage Disposal System at ...... . .............. y lg_._. ._._/�� l... 3 �.j .. o ation\Address / or Lot I 0�+ r f Address W Installer ---•-•---------••----------•--------------' Address--••-•-•-•---...-------._...-----......._.. Type of Building Size Lot.22,.16.3.......Sq. feet ., Dwelling—No. of Bedrooms.._........I—----------------------------Expansion Attic (q/b Garbage Grinder (/jj� a`k Other—Type of Building _-----I ................ No. of ersons----__._____-_-----____-.__- Showers — YP g _ ---••P ( ) Cafeteria ( ) d Other fixtures -------------- Design Flow--------------��D...__-_-�S _gallons per Pei day. Total daily flow-•--•-•----.--- .4 ...---•------gal%gallons.f� W s' WSeptic Tank Liquid capacity___-..-._-__gallons Length__t'9_.-_6.. Width___=.6�__. Diameter_-.-----__--- Depth...9"-___-4 x Disposal `I —No. .................... Width..../2..___._____ Total Length........ Total leaching area------4.QQ-...sq. ft. Seepage Pit No--------- Diameter........-'..._.... Depth below inlet........ ....... Total leaching area....._77 ......sq. ft. Z Other Distribution box Dosing tank ( )N ��'uN7 '~ Percolation Test Results Performed by.___ ?l t__K__..__` .. ............. .___..._._... ._.._ Date..._ .___.. •. ��?--.-.. Test Pit No. P:71..........minutes per>nch Depth of T�st Pit......./`.z..y___. D th to grown Ovate. .. � fTo Test Pit No. -_-)t_minutes per inch Depth of Test Pit-------/..5'__.... Depth to ground water/yC'_VJ'/ _.Q /S a ----------------------------------A------- ------------------- ----------------...- ---•.--......- .............................................. D Description of Soil.................................... ................ '_"- l�------ -----------------------•--- t UNature of Repairs or Alterations—Answer when applicable................................................................................................ ------------------------------------------------•--•------------------------------------....-•------------------------------------------•---------------------------...-----------------.....__......... Agreement. OF The undersigned agrees escribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 State Env ntal Code—The undersigned further agrees- not to place the system in operation until a fica% p h s b en issued b the board of health. ROSEIA4G MA d. . - ..... ....... Na. Z 7 Dale Application Approved By .... .� °� � a� Dae Application Disapproved fort ��,E y � �v ns- --------------------------------------------------------------------------------------------------------------------------------------- ........................................................... -- ............................... .............. . .................... ... . .................... . -- ........................................ Dare Permit No. . ........................ .................. ... Issued . Dare _.__________ _ ____________________________________________________ ______ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH /.� ---G-->w----------- OF --- .__...... .'r7 �L ..................... Ger#tfirate of Tontyliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by.. .. ................................ . ..... . . ................. .. -- .....................-- . ................... . . . ...... ..... --. -- ................. . lnmiler at --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental 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----------------------------------------------------------------------------------------------------- Inspector .---------------------------.....-------......------------------------------------------------- ------------- --------------------------------------- ---------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH !.� . ..OF.......................1� 'r.�l/�L. ............ No......................... FEE........................ Disposal Works Tlanitrurtion "amit Permission is hereby granted.............................................................................................................................................. to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo........ ............................................................................................... -•-----•------------•-•...-------••--•-----•••--•-•--•--....-----•---•--.............. Street as shown on the application for Disposal Works Construction Permit No..................... Dated........................................... ••-------------•----••--•-....-------------------------•---------------...-----•-••-•••--•--.._.......... Board of Health DATE.................--............................................................. Form 1255 H&W HOBBS&WARREN T11 Publishers i No................-....... Fim........................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............... ..�-........ . .. ..............oF. ? . .../�L............................ Appliratiuu for Di-vi-pniitt1 Workii Tunstrurmitt Prrutif Application is hereby made for a Permit to Construct (Lror Repair ( ) an Individual Sewage Disposal System at: ) - ' = --- ---..... ....-•---• (il/�l� /� a q/l--l---W.W. .--•-- L a-' n-Address or No. Div. . ®®..._..-- ••••. 4v........... 1 7. 1� own�F/ Address I w Installer Address d .......... //Type of Building Size Lot.._22.1--1t2 3...Sq. feet V Dwelling—No. of Bedrooms.............4........................Expansion Attic (N,,D Garbage Grinder Other—Type of Building _________----____----__-- No. of ersons____________________________ Showers — a g - p --- ( ) Cafeteria ( ) P4 Other fixtures ------------------- ----------•••---•.........--•----•---- Design Flow----------11.0.........................gallons per c�p�r day. Total da'Iy flow.................. ..4o Ions. -__-_. allons Length .'_6__ Width...__. _..... Diameter................ De th_._ ..... W Septic Tank��Liquid capactty... g . g �. _ �- " �- x Disposal �—No. .................... Width_._1)......_.__. Total Length____...9 D--•_. Total leaching area-----ZQ_(Q---sq. ft. 3 Seepage Pit No-------- Diameter.......... Depth below inlet.........---....... Total leaching area......--......sq. ft. Z Other Distribution box ( I) Dosing tank ( �} /y — '~ Percolation Test Results Performed by � _../'l.??v�... ._'.` ._!.l u � _.. ...... Date....9 . .... __� .75__.. `4 Test Pit No. J 1.4 �/.__._......minutes per inch Depth of Test Pit.____/5'..r..._._ Dep h to ground wate�/I,lp.t�Ri�l.��s LL, Test Pit No. Ja'z__•z-minutes per inch Depth of Test Pit._....��r-------- Depth to ground water.N_,6_.� 410!(__.e." P4 -----------------------------------------------------------• Description of Soil-------------------•-••-•---•--•---....---`2-_-----------_---_00------- I-----�v-SO fC. x x ---•-•••............................•----•------------------------- 15--------------..N-4-&. s :::: �4 ::: U Nature of Repairs or Alterations—Answer when applicable............................................................................................... .. Agreement. ��OF pA The undersigned agrees a the cribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 �&qvir tal Code —The undersigned further agrees not to place the system in operation until a t ficawrdh0h'�pl s b en iss ed y the board of health. No.33376 L%^ AMked ......... ...- .. ... ...... 1 "` ..............� Z7 - -�.. Date Application Approved B C 'LDS' ---------------------------------------- Date Application Disapproved for the '�i ons- -----------------------__---------- ........ ............................. . . .......................................................... .. ... . .............................................................................. ........................................ Date PermitNo- ------------------------------------------------------------------- Issued ....---------------------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD Of HEALTH .................................' ............. OF ..---------- ..... -----.G-----------(. --------------------------- Certificate of Complianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by ------------------------------------------- Installer at --------------- ----- . --------- ......................... . .-- .---........ ................------------..........-.....-------------....................----------...--------------------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental 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.............................................................................. .... ... ... ... Inspector -------------------------------------------------------------......---------------------------- THE COMMONWEALTH OF MASSACHUSETTS A BOARD OF HEALTH ..................... .r✓...........OF..........:..... �1 .. '..�11�G ............... No......................... FEE........................ Kiapusal Works Tunotrurtion amit Permissionis hereby granted.............................................................................................................................................. to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo............................................................................................................................................................................................... Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... -----•-•---------------------•-------•------------------------------------•-•--•••-•-...........---•--••. Board of Health DATE.................................••--•------.....---._.........--•-•--•-••...... Form 1255 Hi HOBBS S WARREN TM Publishers 08/06/99 TOWN OF BARNSTABLE PAGE 1 PROPERTY HISTORY SELECTION CRITERIA: property.parcel_id='028 051' LOT/BLOCK PROPERTY ID PARCEL ID/ADDRESS SUBDIVISION/DEVELOPMENT ---------------OWNER--------------- PHON /STATUS DISTRICT 028 051 A/ JOHN W JR KING (508)428-1985 1641 362 WAKEBY ROAD C CO MARSTONS MILLS 81 GALLIVAN BLVD DORCHESTER MA 02122 ZONIFG DIST/ZOC RF LOT SIZE 21344.4 USE 130 PROTECT DIST WP PERMIT NO PERMIT TYPE MASTER CONTRACTOR VARIANCE/ FEE/ VALUATION APPLIED/ EXPIRED/ /DESCRIPTION PERMIT /ARCH STATUS OTHER FEE BOND ISSUED COMPLETED 22397 BUILD 266.66 86020.00 04/15/97 SINGLE FAM./3 B.R. /2 BATH/ATTACHED GARAGE A .00 04/15/97 -------------------------------DEPARTMENT------------------------------ APPROVED DATE APPROVED DATE INSPECTION REQUESTED REQUIRED SCHEDULED INSPECTED INSPECTOR RESULT BCHM BCHM2 BFIN BFOD BFOD2 BFRM BINSU PERMIT NO PERMIT TYPE MASTER CONTRACTOR VARIANCE/ FEE/ VALUATION APPLIED/ EXPIRED/ /DESCRIPTION PERMIT /ARCH STATUS OTHER FEE BOND ISSUED COMPLETED 23964 BELEC 20.00 .00 06/24/97 TEMP SERVICE C .00 06/24/97 06/25/97 -------------------------------DEPARTMENT------------------------------ APPROVED DATE APPROVED DATE INSPECTION REQUESTED REQUIRED SCHEDULED INSPECTED INSPECTOR RESULT BEFIN 06/25/97 RWES A INSPECTION HISTORY VIOLATION HISTORY RUN DATE 08/06/99 TIME :4:01:50 PENTAMATION - PERMITS MANAGER T CCR ASSOCIATES Engineers & Surveyors Suite 203A, 49 Pleasant Street, S. Weymouth, MA 02190 (617) 335-6176 Fax (617)340-1889 July 5,1995. ASSES50AS MAP NO: Ed. Barry, Health agent, �� MELNO: - Barnstable Board of Health, Barnstable Town Hall, 367 Main Street, $ Hyannis, j ASSESSORS MAP NO: 7 Ma. 0260 . � , Re/ Lots A & B Wakeby Road, Barnstable, Ma. �, �'�$" -'-7, t Dear Mr. Barry, You recently approved Septic Disposal Systems for Lots A & B Wakeby Road, Barnstable. We find that we reversed the Lot Owners Names on these Lots. Our Application form & Drawing has John King as owner of Lot B. Owner of Lot B should read Christine King, 600 Canton Ave., Milton, Ma. 02186. Our Application form & Drawing has Christine King as Owner of Lot A. Owner of Lot A should read John King, 81 Galvin Blvd., Dorchester, Ma. 02124 Attached are revised application forms with correct names and revised Drawings with correct Owner/ Applicant. There are no other changes to Plans or Forms. Very Truly yours, Patrick J. Roseingrave Registered Land Surveyor Registered Professional Engineer • ED w,4 R o Sp C/�•� TO OE - 27¢.9S --- 7° BE SET6 9 0,04 i3 Z /29. 49 \\ 6. 3 21.:3 5937 s e. lA -39.o0 9�.32 0'0 _ -�-�3G, TA.a�sir — -- — ..... � ._. ._ - __ \•\ 00 �' Town of Barnstable Planning Division Thomas A.Broadrick,Director s Planning,Zoning&Historic Preservation � Memorandum Date: July 14,2003 To: Th mas McKean,Health Director From: Art T czyk,PrhWal Planner File letters-2003-M-McKean oldham.doc Subject: Zoning Board of Appeals request for information on Health Division Files and your opinion as related to Appeal 2003-103—Oldham—variance request for an undersized lot At the Zoning Board of Appeals hearing of July 09, 2003, on the above referenced appeal, numerous questions were raised with reference to the subject lot 362 Wakeby Road and the adjacent lot, 348 Wakeby Road. Both lots were apparently issued septic permits and apparently both systems were installed. It appears both lots were merged into one under zoning at the time the two septic permits were issued. t If you could review your files and reconstruct the history of permitting on the two lots and supply the Board with your reading of why the two permits were issued it would be appreciated. This appeal was continued to August 20, 2003. Materials for the hearing will be distributed on August 13,2003. The Board would appreciate if your input could be provided by that distribution date. Copy: Attorney Robert J.Gahbois II Daniel M.Creedon,Zoning Board of Appeals Chairman ZBA File 2003-103 1;, { TOWN OF BARNSTABLE LOCATION (,jL "��b Z ��R��y/�`1' SEWAGE # f5--7--f VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. fY�/�i lTi��D�fS�i 7 7/43'F1' SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUII DER OR OWNE ,y74 PERMTTDATE: ''� — Z Z'� COMPLIANCE DATE: 3 Separation Distance Between the: i Maximum Adjusted Groundwater Table and 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 Wedand and.Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet. ;. Furnished by 3, I Die i q 3 . y t, � Y °FtHe,�yti Town of Barnstable Regulatory Services �'MASSA,g Thomas F. Geiler,Director 39.� Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 February 15, 2002 TO: Robert Smith Town Attorney FROM: Thomas McKea . Director of Public Health RE: Lot A, 362 Wakeby Road,Marstons Mills Attached are copies of documents from the Health Division files which you requested. Also attached for your records is a copy of my e-mail response sent on February 4, 2002. f L '0'41 Legal Department - Town Attorneys' Office V'f4&(-n_ �P— 2.5 367 Main Street, Hyannis MA 02601-3907 old ' a� ` N"I t. - Inter-Office Memorandum 31'alz a .I G,.e Robert D. Smith, Town Attorney Office: 508-862-4620 Ruth J. Weil, 1 st Assistant Town Attorney Fax: 508-862-4724 T. David Houghton, Assistant Town Attorney Claire Griffen, Paralegal/Legal Assistant Claudette Bookbinder, Legal Clerk Date: February 4, 2002 To: PETER-DiMATTEO, Building Commission To: THOMAS MCKEAN, Director of Health From: ROBERT D. SMITH, Town Attorney [ Subject: John W. King, Jr. — 362 Wakeby Road, L A, Marstons Mills - Buildable Lot Issue & Eligibility for Building Lottery Issue Legal Ref. No. #2002-0026 ---------------------------------------------------------------------------------------------------------- Gentlemen: Attached you will find a copy of a letter received in the above matter from the attorney for Mr. John W. King, Jr., the owner of a piece of property, Lot A at 362 Wakeby Road, Marstons Mills, who has a concern for his client regarding the buildability of a lot because of the apparent refusal of the Town to indicate that the lot is buildable. Would you kindly provide this office with any documentation you may have which would give me any insight into this particular matter in order that I may appropriately assess the same. Thank you. [2002-00261memoboh1&membldg 1] Petrucelly & Nadler, P.C. Attorneys at Law One State Street,Suite 900 Boston,Massachusetts 02109 Tel. (617) 720-1717 Fax (617) 720-1765 www.petrucellynadleresq.com Jeffrey Petrucelly paralegal Burton A. Nadler Susan K.Jacoby Emily S. Bromley Jennifer M.Norris January 29, 2002 Robert D. Smith, Esquire Town Counsel Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: 362 Wakebey Road, Lot A, Marstons Mills, Massachusetts Dear Mr. Smith: Please be advised-that this office represents Mr. John W. King, Jr,. , the current owner of Lot A, at 362..Wakebey Road in Marstons Mills, Massachusetts. ' I write to you at ., this time because of concern about the Town' s refusal to make an indication that the above noted Lot is buildable. This failure by the Town seriously impacts the current pending sale of said Lot by my client and therefore requires your immediate attention. t I little history is in order. My client purchased both Lots. A and B on February 24, 1973. While there has been a single conveyance for the property since then, the Building Inspector for the Town of Barnstable indicated to my client in March of 1995 that both Lots were buildable because they were owned by different parties as of 1976 (my client had transferred one of the Lots to his mother, prior to that date) . The Lots were surveyed and plans were drawn for septic disposal systems in compliance with Title V and those plans were approved by the Board of Health. Septic permits were issued on April 30, 1995 and renewed on April 22, 1998. , In July, 1999, . Lot B was sold and the purchasors of that Lot used the original septic permit and plans to obtain a building permit in September of 1999. They built their home and received a Certificate of Occupancy in February, 2000. Robert D. Smith, Esquire January 29, 2002 Page 2 In February, 2001, Mr. King was advised by Gerry Dunning of the Board of Health to install a septic system in Lot A before the permit expired on April 22, 2001. His instructions were that my client could build a house later. A new septic system was installed at a cost of over $6, 000. 00. Under the present procedure, I believe that 10 building permits are given per month by lottery. However, here is where the problem starts: my client was informed that he could not seek Permit Lotter for Lot A, despite approval to loin the Building Y the fact that Lot B had already been provided a building permit, my client had installed a town approved septic system and he was prepared to proceed with the Purchase and Sale Agreement for that property based upon the fact that it was buildable. The excuse riven was that Lot A could not be given a building permit because of the date of recording of the deed. This refusal by the Town becomes very difficult to comprehend in light of the fact that the same date of recording Lot B was the same time as that of Lot A and yet a building permit issued and, in fact, a house had been built on said Lot B. My client and I would greatly appreciate your making inquires into this particular matter in order to assure that my client' s rights are not delayed or denied any further as I believe the}Town is estopped from denying my client the ability to enter the building permit lottery. Your expeditious attention to this matter is greatly appreciated. Given the serious losses that my client has already incurred and the potential for further losses, kindly get back to me as soon as po-sible. Ve-ry,,truly yours, �iurton A. Nadler BAN/mg cc: John W. King Q N � O t� � I m VI w o i 15 R ALL CONCRETE PIER LOCATIONS TO BE VERIPIED BY CONTRACTOR I'-l' 1.,6' o m PRIOR TO POURIN6 BASED ON CONSTRUCTION METHOD AND SPANS K m _______ ________________i ; w t m f � , x I m ----------- I , It --------------- T In m -------------- PROV DE MASONRY a(Y AND I z I C.ImmovT POR LWNT@Y PROVIDE 6.5WARE I-�--i �O .. I TbIE'IN POOTM6 FOR CHIMNEY ORMNA6E I 1 I `' O'] I MWVM FOR IREPL�ArEEAABOVE.TION '--�'-- r--------------' ; N Ftl PROVIDE GONG.FOOTING I I b'OFP PACE OF CP41I I TYRCAL ALL SIDES. I ------------------------------- I I ml I I ' I 1 I p a I I a PROVIDE 96•X 56"X 15 CONCRETE -FROVWE SV'IWT CONTROL04, FOOTING FOR B 1/3'VIA.SALLY COLIN9N I JOINTS AS 911DWN 10-VIA,CONCRETE PIER5 FOR DECK FRAMING ABOVE(TO BE LOCATED N BY CONTRACTOR IN ACC,ORDANGE WITH 100 LINO �i°yi,a 9 I I I S'4' i PROVIDE FOR 111 XIS'C'ONGRETE W FOOTiN65 FOR 9 I/Z'DIA.SALLY GOLUM�5, I X Y o E- 1 1 TYPIC HE AL.UNLESS OTRWISE NOTED. � I Ili B'00WRETE FOUNDATION K-11J. B'X W CONCRETE FOOTINS VBtIPY FOR LOCAL FROST OEPTN ;i Idi I 1 j PROVIDE%'x%'X Is'CONCRETE'--1.-- 1 I ;FOOTING FOR 9 V7'VIA.SALLY COLUMNi- I - 'I I 1 1 I ; 1 I ' I r ------------------------- ----------------------------- -------------- --- -§ -'�-=-----� In p I ' ;� 9�-I 1n• ... .. .'iF-Nor'_ 44 in, I. i n ®�� E- i v Ido.9748 1 . z PROVIDE 4'CONCRETE SLAB 6•G WAETE FaWATIGN WALL PUTH AAR AT MID-OCPTN OVER ; MA 44 �wy FOR CONCRETE FRMT DDEPTH A BML OF flAt✓D-TIER SET RI - __ OF ' PROVIDE SLAB 9C KAF.AT MD-ERE ID-OEM OVER 6 NL i I ; ON A BEDED Or W SAND SAND I I GABBER SET I P I. ....., x! ? T n I I ... .. I I _ 1 n FOUNDATION TE � 1. ALL WORK SMALL COMPLY WITH THE MASSAC4/5ETT5 STATE BUILDING GORE-T60 GMR,CMAPTER 96-ONE AND TWO FAMILY i I OTHERWIHERN__ _ ' .II- DIMELLIN6 GORE,ALL MUMCIPALIIY ORDINANCES MID BY-LAWS. REVISIONS. G ' 1 PROVIDE 9AWWT CONRtOL.DMI9 _1 v Z. CONCRETE SHALL BE MINIMUM PSI AT 2B I i AS S ' - I DAYS OR AS SHOWN SE. ICHN �'' n S. STEEL REINFORCING,SHALL BE ROLLED BILLET - li STEEL COIFORMIN6 TO ASTM A615,6RADE 60. 1 a PITCH SLAB 5L16MY TOWARD I I I VBIICIE ACOE551JPBIINY PROVIDE BEAM POCKET5 i 4. CONCRETE SHALL BEAR ON SUITABLE UNDISTURBED I I WERE SNOWI{TYP. 1 P_ARTH. DO NOT PLACE CONCRETE IN WATER OR LM FRO Z@I 6ROU'D. I T 1 L_______________________________________________1 L ________ m S. ROU D PU GH OPENING 51ZE5 FOR BASEMENT OORS, NDOre4 VENTS ---_-- TO BE VERIFIED BY CONTRACTOR A P FORE OJRINb wrR.04008.00 ______ _____ _______________________________________________ ______ ___ ANY CONCRETE,TYP. 1q•-3• B'-T 1'-T• YA' 19'-II' 3'4' 7-31/3' 6.REST ALL POOTIN65 ON FIRM NATURAL GRANULAR MATERIAL �� .I FREE FROM TOPSOIL,ORGANIG5 OR CLAY HAVING A MINIMUM 04-13-04 SOIL BEARIMS CAPACITY OF I IM TONS PER SWARE FOOT. MECHANICALLY COMPACT SUB6RADE BEFORE FORMINS FOOTINGS. FOUNDATION PLAN 1 DEPTHS OF AT BLEEAST 1 4 THE SLAB TTHI KTH�fe55 CONTROL JOINTS NOT LESS THAN `SALE,I/4'a I'-O' THAN INCH,AND JOINTS SHALL TIE SPACED AT INTERVALS NOT MORE o THAN 90 FEET L EACH CONTROL J AND SLABS NOTE SLAB 6UI,AR IN SHAPE$HALL HAVE CONTROL JOINTS ACROSS THE SLAB AT POINTS OF OFFSET,IF OFFSET 6055. TEN FEET,AND IN ACCORDANCE WITH T60 GMR 96055. � 1 Q N I - w N m f` C m E 4 - ^i 9b' ti G ry B 2996 � � ¢ OI -FJ I-IQ) P� N BEDROOM 09 Q a` 3'A' ]446 O v 1 r .... H B'-7 IO' II'-II•. .. O N p a v C7 zDO tr v o " Y BEOR0.T1 r7 5D T U O k C 61 o e Im S SNARED BATH E O Br f.' M-L-1 rye , I is s_ H� W C� I co. Q DW a a Q CATHEDRAL. „ry,bl W p:2 LELLINS------------ B BEATS ' kKYL16NT. S C0 • IVSB�B'. J nl Q N C7 E m 4 L LMNs AREA .T' DIwNb AREA "1' $ '�� ROOF PLAN H r --��-- SLICE:I&=I'-0' 'SKYLIFAIT 1 � S V 1 V9900 I r, . .... L____-___. •- c ________J_______________ 26'-0. z I 2446 7446 1 spy' NN m J� •' II KITa(EN § b T O _____________ T� I .II,II h_ 64 I/4' m If7' 9'-1 IH< - p . ... .. '. OXb-B 1 I•14p�y h INf � I .9748 _ YMASTER a b f h OF� ------------J g - =---' Q ]{iV26ARABE - bARA6E SEPARATION NOTE, MASTER BHXtOOIi n m HO ------------- PROVIDE 5/0°TYFE'X'ORTWALL TYPICAL-OR WALLS AND cPILIN65. ry�+� q m GENERAL REQUIREMENTS: ^�R . I 11 1 WER ry L Au 0INC11910N5 AR2 TO rAGe OP STUD uM-e59 INDIUTPD oTNERYi15E. .J � RECISIONS o 1� p ]. ALL EXTERIOR WALL FRAM 5HA BE]X 4 LONSTRULTNN•! I ... ' OTNERWISI NOTED. SINS 5NALL BC]X 4 ODNSTRULTION UNLE55 -....1. .... INTERIOR WALL .. I ...... .. .. .. .: .. AI•m ALL 7 1 .. ........ EL�atm 4 1S'�1 B/q' a� S. ALL WORK SIV,LL COMPLY WITH THE MA55AG1915ETT5 STATE B ICWAL LODE,HBO GMR . P 1 GYIAPTER B6-ONEAND TWO PAMLY DWELLMb CODE.ALL MUNIGB'ALRY ORDINANCES ATm BY-LAYS. _ _IPA IUBLE TRADE. �L MEET OR REGOF.NI�D INWSIRY a. B%LBD '' 5. '--"TO OTHER ORAW1H&5 AS PART OP THIS SET FOR MORE PETALLED REQUIREMENTS 9'9' �] ] - 2446 -0 VJ' REDARDIN6 SUILDIN6 MAt15¢IALS,POVNDATION9 AJID 9TRULTRAL DESIGN LRITEItIA. 04008.00 b. SMOKE DETECTOR LO 11"HAVE BEEN SHOMN ON THE PLANB TO CO Y YUTH THE RE...9 t®!F OP ISO LMR E 6 jb-Fm PROTELTu»15—TEM5, HOM—K TIE'ARGHITEOr 5EAR5 HO RC9PON51BILITY POR THE OEBION PINAL PLALLMENT,OPERATION OR MAINT791ANLE 04-13-04 s]•-D• PROGFD s Or THE HOUSEHOLD FIRE Y H6 SYSTEM. FIRST FLOOR PLAN ITSOMEq SOME FEET NEIBNTT EWR=EXI5TIN6 WINDOW RELOCATED SCALE;I/9"=1'-O' ' �' m HI.10NE DERGTDR SIZE-]=MALCD WINDOW wNEAT DETECTOR 04."w)=TRA11 q"Lav TO WINOOW/DOOR 777 � $ — — r U � 4 O N N 1 . .._...._._ _..._. _........ .............. _ __ _ _ .. _. _ U 4 O N 4 FRONT ELEVATION N 5LALE.lµ'•1'-0' avo O O �4 C7 E, a W Z W Ga a W a� Q m� o LEFT 51DE ELEVATION w x 5LAU.V4'•I'-O' E-" 1 o z o f obQ z ELE i �woa LM ® y d w w �Qd ® w o a Q wC() MA - rxa � a REAR ELEVATION 0� 5c,vr::la••na - i REVISIONS "�`o400a.00 � 04-13-04 =-2 .. RIGHT 51DE ELEVATION A .CNU.1/4'•I'-0' Q N � O I m n E STRUGTURAL DESIGN GRITERIA ]x b YR aMIXa.w CL -MY rm M1Plsuo ra0ra,exlNw Nalxnbin LowTeN IA DE51LI0WIN66NCRZINIIA Sete tar uoaawnea TIE PO OUTLINES MNIMUM PERPORMANGE STANDARDS POR NL1 o m ' -♦ens.Lr aaa e,olYn tF) -�.; THE PROJECT AND THE BASIS UPON Y•111C11 9NOP DRAWINGS(IF ANY)WILL BE REVIEWED. M oo ry TYP ILAL ALTERNATE STANDARDS MOR REOUIREMENT5 NOT OTHERWISE INDICATED HJ m nov1R OLaUriNleNNca to .. 1 IN THIS SPECIFICATION OR RELATED DRAWINGS), APPLICABLE BUILDING CODE(INCLUDING U 01 m INDUSTRY STANDARDS REFERENCED THERE-INI OR PRODI.YiT MANUFACTURER'S n Sy. Txa Loll/n TIO U U o Me,µ olv ma aC' „aem toll NXo COMNRNDED WHI CHEVER ICHEVER IS THE MDRE STRINGENT FOR A PARTICULAR ITEM O n:,}" •MOoc. RGpHNDITION. p,Tg j x p Mew ^��I' ,,•,,,* 2D DEAD LOAD9: U :t. ]xbaLNS.gR.11'OL. .ice• 2.1 STRUGTURAL 5NEATHING, 2.1.1 FLOORS 9/4"MIN.THICK,T/b,WX PLY. 2.I.7 EXTERIOR WALLS, I/J"MIK TALK CDX R.Y. Ix6mwrrAsa •Sao MTr NaaAtbx 2.19 ROOPS: 5/6'MIN.THICK,COX PLY. 4 . 'l~-' ~• Tora rtna 2.2 FIN RI SHE5:(YHE POLLOWIN6 REPRESENTS STRUCTURAL DESIGN GRITEA,NOT FINISH SPECIFICATIONS) 1 x a.w oL,amMfW 1^•L� j Lm Jdsm NtN U119s01t antisW6N n'6`7 22.1 FLOOR PIH191EO E ENTRIES. N BATHROOMS B AND KITCHEN AREAS, ASSUME THIN-SET - mos4WwNleAo CERAMIC TILE OVER I/2'C13.ENT FIBER BOARD VNDERLAYMIBMT w m p a•1-0' 222 FLOOR PINSHFS AT OTHER HABITABLE AREAS, ASSUME 9/4'HARDWOOD FLOORS ^ �N co b Ro.:w Jamr.woc. T 229 WALL PIN15H25: A59UME CERAMIC TILE WITH 1/2"CEMENT PIBI'R BOARD BACKER 1---IIn AT TUB AND SHOWERS;I/2"BLU®OARD AND PLASTER ALL OTiUR LOCATIONS T,+XAL exleunwu bxbLr 2.2A CPJLIN6 FININNESi ASSUME 1/2'BL A230ARD AND PLASTER In ARCHITECTLRAL GRADE ASPHALT SHIN6LE5. •aa N'wn tdunalIX-N 225 ROOF FINISHES, ASSUME HEAVY DUTY, Z -m'Ga%WV1 N[AI,Ob -tX1�R�9wu o+91 �tiT>cm�tb+� 29 MAXIMUM DEAD LOAD OF 10 P.S.F. N�N]r M91Ar1aM 90 LIVE LOADS: {.4 ��mo.�� o evtw,L-et,tim. BJ FLOOR LOADS, O Zo1rLs oNIaPgO ,.A..::.,}.. / r..L n•ao 5.1.1 LIVING AREAS,40 P.S.F. U c O O bwLs ,.•n�•vr .,,J,'/t:i e:':,y:,N,:v�,:" t.Jl:l. "..'._`.t.y'..•.^ .v.or m.a. T , O C % r 9.1.2 SLEPPIN6 AREAS,90 P5P. � � Q7 0.T"' Aa RMaIIO'D MfR+9UY1 eMoe u 6 raM®. L 9.19 BALCONIES AND DELKS�6O P9F. ci 3.1.4 UNINHABITABLE ATTIC SPACE:20 PS.F. 92 SNOW LOADS. MA BUILDING CODE FOR JOB SITE LOCATION CJ 0. m a.r�rreu�oL vrur d M 99 WHO LOADS, MA BUILDING LODE FOR JOB SITE LOCATION AMID E%P05URE. xron,x.p«•oc.r/r •s�1 4.0 ALLOWABLE DEFLECTION, ror..neAVwltu.wlTH4acBb. 4.1 PLOOR/CRIUN6 A55EMDLIM(INCLUDING SUPPORTING 5EAM5)-NOTE: WINDOWS mmNun AND DOORS-ASSUME NAILING TABS AT JAMBS AND HEADS,WITH IMAPIP.Nm 1 x n roaws, RECOMMENDED HEAD CLEARANCES OF APPROXIMATELY IA W 4J.1 LIVE LOAD DEFLECTION: L/480 UP TO IQ'MAX- Q q 4.12 TOTAL LOAD DEFLECTION, L/240 UP TO 5/4'MAX. w a0 w.T 50 MATMALS, a+ K 5.1 PRAMIN&PIR545ION LUMBER m oa/6 LOAD BEARING DIMENSION LUMBER FOR JOISTS,STUDS,PLATES,RAFTERS,HEADERS,BEAM5 AND GIRDERS ETC.SHALL Aron tY+Wa CONFORM TO DOG P5 20,IeG LISTED N'150 CMR,APPENDIX A.ATV TO OTHER APPLICABLE STANDARDS OR GRADING RULES AND SHALL Be 50 IDENTIFIED BY A GRADE MARK OR CERTIFICATE-OF INSPECTION ISSUED O BY AN APPROVED AGENCY. THE GRADE MARK OR CERTIFICATE SHALL PROVIDE ADEQUATE Q 14' INFORHATION TO DETERMINE FB,THE ALLOWABLE STRESS IN BENDING,AND E,THE MODULUS OF ELASTICITY. ,� m SJ.1 ALLOWABLE J015T SPA-6, THE CLEAR SPAN OF FLOOR JOISTS SHALL NOT EXCEED THE VALUES SET FORTH 0 BUILDING SECTION A IN TABLES Ib0 CMR 960529.IA,5bO5.29.I1S AND 960522.I0. THE MODULUS OF ELASTICITY,E.AND THE ACTUAL SCALE 1/4'.I'-0' STRESS IN BENDING,ME,SHOWN IN THE TABLES SHALL NOT EXCEED THE VALUES SPECIFIED IN TABLES 96032S.ID AND 360939.1E LISTED AT THE END OF ISO LMR 56052. 5J2 ALLOWABLE SPANS, THE UNSUPPORTED SPANS FOR CEILING JOISTS SHALL NOT EXCEED THE VALUES S E FORTH IN TABLES•760 CUR,S60B2.4AA THROUGH 36062APP. THE UNSUPPORTED SPANS FOR RAFTERS SHALL NOT EXCEED THE VALUES SET FORTH IN TABLES 100 CMR 560B2.4A THROUGH 96002.4X 513 PLYWOOD 5HEATHING: AND WOOD 5TRUGTURAL PANELS USED FOR STRUCTURAL PURPOSES SHALL CONFORM TO DOG PS I,DOG P5 2 AND HPMA(ANSI)HP,AS LISTED IN TBO CUR,APPENDIX A ALL PANELS SHALL.BE IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION 155MD BY AN APPROVED AGENCY. - f PLYWOOD AND WOOD STRUGTURAL PANELS SHALL COMPLY WITH THE GRADES SPECIFIED IN TABLE TBO CM.S60592.I.IA. 'I SJBA WIRE USED A5 SUBFLAORINb OR COMBINATION SUBFLOOR UNDERLAYMFNT,WODD STRUGTURAL PANF15 ,I 9 ®L BE OF OLOFHINANE OF TtE TO�LOOR UNDERLAYMENT.THS$PrrlrlW IN TA13LE E SANDED PLYW000 15 AS AGRADE SHALL BE AS SPECIFIED 4 TYPICAL EXTERIOR MALL AYB-SLY TABLE l80 CUR,960592.I.IB. EN61NMPZD WOOD ALL BEAMS,HEADERS AND 61RDER5 SPECIFIED ON THE PLANS AS LVL BEAMS,OR COMPOSITE(BUILT-UP)LVL BEAMS, I �I SHALL Be AS MAN)FAGT RED BY TRIPS JOIST MACMILLAN OR APPROVED EgILAL. ALL SPANS,LOAD CAPACITIES, I, BEARING CONDITIONS AND FASTENING SCHEDULES SHALL BE AS REQUIRED BY THE MANUFACTURER yy 20 02.AUHURH NS "V it OCGK1FYr 6.0 INSTALLATION STANDARDS, UM NN 4 4 X 4 AL .PLI BIOTX.SPAL@t b.l FRAMING SYSTEM, Y/ESTERN PLATFORM AT EAQI BOLT 0.2 WOOD POSTS AND JACKS SUPPORTING WOOD FRAMING � V /p z 9/4'bKV.LN&AGE BOLTS AT 3T OL. 6.2.1 FUTHIN 2 X 4 WALL FRAMING, 4 X 4 MIN Sp- UD -f� 6. AM 22 WITHIN 2 X 6 WALL FRAMING, 4 X 6,OR 6 X 6(REFER TO PLANS) 6.29 ALL WOOD POSTS SHALL BE LONNPLTED TO THE WOOD FRING AT ®• � () 0 -- TOP WITH METAL POST GAP AG OR A.G.E.BY SIMPSON, VVV ®® W O FLOM JOIST -__ 69 COLUMNS(BASEMENT OR EXTERIOR LOCATIONS),B 1/2'lALLY COLUMNS Z 9/4'6ALV,CAfdHIAiE BOLTS' 69.1 BASF PLATES, 5PRIN&FELD BEARING PLATES MELDED TO LOLU+IN. I bALV..bl9T NM1613HS " B11LT-I.P 61RDB2(SEE FRAMIN3 PLANS) 6.52 CAPS(CONNECTING COLUMNS TO WOOD FRAMING): SPRINGFIELD BEARN6 90 M�C�IC PLATES OR 51MPSON"GEC"TYPE COLUMN GAPS P9R/N66n�rvL 2 X P.T.LPDUR BOUND 6A ANCMOR5,CONNECTORS AND HAWSERS M A , I I X PS.NAWN6 BLOCK 6.4.1 SIZE•CONFIGURATION•LOCATION AND OUANTITIES TO MEET WIND,EARTHQUAKE i I AND GRAVITY LOADS. 6.42 JOIST T ALL OF GON ECTIOI'G A9 REQUIRED.. HANGERS SHALL BE lb GA.M N.Wt71 ALL HOLES LL BE USED A FILLED 6 X 6 P.T.POST WITH REQUIRED FASTENERS. 69 WALL FRAMING 65.1 ALL EXTERIOR HALLS SHALL BE 2 X 4 OR 2 X 6(AS INDICATED ON PLANS) '�B��®,R�� . �,.:S:.rn �&FrtNi EXTERIOR WALL SHEATHING SHALL BeBE FASTENED WITH MOD NAILS AT 10-04.AT R'PSOH 6ALV.STAIOOIW Po9T BASE INTERIOR SUPPORTS,AND 100 NMLS AT 6"OC.AT PANEL EDGES.UNLESS OTERWISE MODEL W.CB566)-PROVIDE(2)SW DIA NOTED ON PLlWS N.ON) 6ALV.THRU BOLTS AS REWRED 692 2 X 4 INTERIOR STUD BEARING WALLS SHALL BE 2 X 4 STUDS AT 16'O.L.WITH BLOCKING REVISIONS AT MID HEIGHT FOR WALLS OVER 9 FEET HIGH,AND METAL X-BRACING(SIMPSON STRONG TIE TYPE HIS)U.O.N. 1 1 6b FLOOR AND CEILING FRAMING NNLESS NOTED OTHERYIISE ON ATTACHED L_J DRAWIN65), DIMENSION LUMBER. !S IO DIA CaWWIT PIER MN.40'EEIOW 6.6.1 PROVIDE DOUBLE JOISTS BENEATH ALL BEARING PARTITIONS AND AT ALL ROUGH OPENINGS. FN5H GRADE I/✓�` 6.62 PROVIDE SOLID BLOCKING 5TS TO H EITHER 5 AT BE WALLS RUNNING PERPENDICULAR ' TO WALL AND BETWEEI J015T6 TO EITHER SIDE PO PARTITIONS RUNNING PARALLEL TO FRAMING. - 6.69 PROVIDES ID BRID611,16 AT 6 FT MAK OC. ' 6.6.4 PLYWOOD SUBFLOOR SHALL-BE GLUED AND NAILED WITH BD NAILS AT 10.O.L.TO INTER7-MOIATE �O4OOS.00 SUPPORTS AND BD NAILS AT 6-O.C.TO PANEL EDGE SUPPORTS. 6.1 RAFTERS NNLBS5 NOTED OTHERWISE ON ATTACHED DRAWINGS), DIMENSION LUMBER END. 04-13-04 TYPICAL P.T. DECK FRAMING DETAIL d , A-3 ` a � o r� 1 w N m n ��l B•�/q ci = 4 No.9748 U .. .. . .,_._.- - .. .. ..... Q) c LEGEND j 1 BEAF1(••..I JIZE I1mIGA,®) _. . .....:.... ....:...'.'- I ^ N O_ H I � uA mle•wli ~ can I i- E SOLID OLOGKIFY.AT V-0-O. I I m v D'-0'O.G.MAX.,IYPIGAL .--i O rV O V E 90 0 TRIPLE JX 1 TRIPE QI, TRIPLECD Si� I xl ' I-'r o• T-n � -------- �I I-i•- „. InII — ' �I 1' �� _ ;;.----- °iO '( TRIPLE li o_�_ H 1 I n i Idi� m n n® TRIPLE O I IJ --- I O --I N �taeu r- I a�3 Z 11 I I i ,' -- ----- l 6: , , - 41 O Qa-1 .._ ) -- - I. x I I 1. I •I nl i, g a Ao �-. - - - z xn - - r- -- =-- -- -- =-- o x- . I • • I: nSr x - .Ib•OR�A RAFTERS _ _ __ ____ _ ____ __ __. 9-I X91Q'LVL '„'amaau l�'�`e®w�.•re ar•gw�„ g -- - -- -- - -- -- !-- PREVISIONS 04008.00 ROOF FRAMING PLAN 04-13-04 — I I F I , I i I _ i f 0 r I I � T.P.- A-1 T.P.- A-2 0 Locus El.- 87.8 El. 89.8 Lot A Top u& S r To & Su p 2 _f 2 Medium Medium 0 T To r oa se r , I Coa se C Sand Sand - �I i , 15. 15 I � I ; I � No Water at 15 No Water at 15 at Depth Perc. 3 4.5 Locus Plan Scale 1 = 1 000 � � a 0 `y / p / ,� / / Perc. Rate 2 Min. ' Inch / E / 69 4 3 / i 9. 4 2 _ / / i / n �F ! C/� d d 1 P rc. Notes.e F th eMurray.eal nt Mr. I 9 erc. Dates: August 1975. / 1 Lot I Notes-. Information on. Percolation Tests was I I a 1 / 1 = 1. Design conforms to New 1995 Title V. rovided b John King. He does not have written records. Areal �1, 35b Sq. / 9 p v r , Bottom of Leaching area is set 10 above r Ta le n r 2 B a g e Water c b lie has. attempted to contact Mr. Murray to confirm in lieu of Frimptor Adjustment. he Tests.. Mr. Murray (I Believe ) recalls the - 1 I ( No Water at 15 T.P. A. 1 'tests but has no records. I understand Barnstable ,✓ l r I � l ,i - J l 1 I Board of Health has no Record of he Percolation Tests. / r r /P `1 - � J r r 8�i � I I ran -i 1 I / t 'I 82 I 66. 0 i 8 � J I o p ) � 1 .n 1 1 F,ii;erc. Design .rate 2 Min./In ch �n 83 2_ d .9 /Pro osed ; �Gard9 o ' Fo ndation / S0 03 DESIGN � 1 i 1 . O.F.,� E1:90. 0 - Z 4. �: :. 4 Bedrooms at 110 Gals. Per. Bedroom - 440 Gals: Per Da i / Y 3 i QQ / _ : �_. Use ,1 S00 Galt; Septic Tank . i /42. r 1 p P � / 1 / 1 _ i, W 3. Use Leaching Field 12 Wide x 50 Long 600 S .Ft. Leaching Area 85 � 9 9 q 9 i 1 � ;. 60C' x 0.74 = 4 4 ion Per Provided F i i I 4 Gallons s e Da P ov ded or (Using New 1995 .Title V Re CC. / S i P � _ Y ( 9 9 ) i 1 _ 8 ., e K J / 1 r P / 1 E 1 r c � i h i f r s o bt u - o i I � � o b a ._ n .O' 9 �6 `Lot B � _ 9 { 1 _ 1 50.I . 0 0 , _ W ; 1 : r it r ct on u ed e h _-, e b E e r and Health Agent:a N 9 9 OProposed , I _ 8 .4 a t 7- DI - f rExcavation ,: to ' a f replacing n � i cnd be o e e aci m'material f any. cV O es�rR Ce N Water Service f rinstallation f f_ <: . to o s stem but before back ill. I _ � y 85 / T.P. A 2 i P / m . 3 n completion. : 0 co et o . 87 O P - - _ 1 I 6 To he t f - r n � , 8 > E. t best o our knowledge e n known w 1 i Q w d e o ow well is located o �+ 9 O C Bn d Fn 6 1 3 within of the Pr h 250 e Proposed Leaching� �- o d Lac System _ / . P 9 Y.- - - . i 98.32 �- \ L 39.00 32 Use oil Schedule 40 P.V.C. N 69 04 C Bn d Fn W T C.L / o a 4ake b Ede of Pavement - _ Existing Waterm aln / / I LEGEND -_ � U Pole 42 W -- U/Pole 42 --- r �- - i Test .— Y Vy _st .Hobe � W `�� U Pole 4.3 - - 7- - - h Mark Existing grades 8 Be c 9 Nar in Pole Proposed grades 87 El. L- 90. 19 R Reserve Ares , I _ Lot' A. Owner A _ � PPlicant John King, im Bryn S tank to Grade with Chimney � 81 Galvin Blvd: 9 / Y i Dorchester, i Chimney Ma 02124. j Bring D/Box to .Grade. with him t C y T.O.F. E1.90.0 , in ish Grade (M in. 12 v r , 4 _ � Perf. 89.0 - PVC Pipe ---- 4" PVC _ 84.3 -- 3 Peastone 4 PVCSC 6 - .••� 9 o a o O o 0 0 0 0 :.; . •. .t. 0 0 O 0 0 0 O O O O 0 O --- 0 0 0 0 I, 0 0 0 -- --- E 8 4,0 O Pro osed �S'e t2c I�Zs o 87.2 13 a sal System, oo 0O o 00 _ p p p ?� �86.5 0 1 2 000 S 0 0 o_9 -- ---- o 0 0 0 7 84.5 Rein. Conc. � 00EI. 83:0 _ hStone, El. 82.5 x 3 4 to 1 1 2 Was ed _� Distribution B,o / / Lot t leak e b Road, _ y W/ 2 Out et.> Leaching Field 12 Wide x 50 Long 9 ; Barnstable, Ma. 10 Min. to „ 10.2 �- - building , 5 Min. CCR Associates OF G,STFR Civil Engineers & Land Surveyors , Fo y 20 Min. to buildin g I PATRICK °s s� OSEI N GR A � PATRICK � Lcll� 49 Pleasant St. � � N u ROSEINGRAVE N No Water at EG. 72.8 T.P.A-1 clviL Weymouth, Mass. SECTION C 1 ,500 Gat. Precast Concrete i No. 33376 No. 35790 Phone 617--335-6176 Tank W 2 PVCSCH40 Tees no scaleCIS �p SepticSs. Rev.. April 8,1995 (Corrected Owners Name) Date. March 27,1995 S - Scale: 1 20