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HomeMy WebLinkAbout0720 WAKEBY ROAD - Health 720 WAKFRY ROAD,vo �Srr�f1` T m L LS A Pao 3 i i I, TOWN OF BARNSTABLE 101/107 LOCATION �- f�d 'I� y SEWAGE # VILLAGE ,o � 44 /LL_ ASSESSOR'S MAP & LOT-0/9--.0.63 sdoy' INSTALLER'S NAME & PHONE NO. 00yLW_e_Ly" �NJ..P-)— SEPTIC TANK CAPACITY Ile" LEACHING FACILITY:(type) PlT size) 6 /0 NO. OF BEDROOMS RIVATE W LL R PUBLIC WATER UIL OR OWNER DATE PERMIT ISSUED: —� DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �- af�7�' �$,, -�� . b ` � >� I i� ^.� � V �' �/ tQ. `M-. � -� F Y • � i Health Complaints 05-May-98 Time: 5/4/98 Date: 5/1/98 Complaint Number: 1311 Referred To: GLEN HARRINGTON Taken By: THOMAS MCKEAN Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: Business Name: Gifford's Sand Pit Number: 720 Street: Wakeby Road Village: MARSTONS MILLS Assessors Map-Parcel: Complaint Description: She saw an oil truck dumping oil into Gifford's Sand Pit this morning (reported by Chief John Farrington, C-O-MM Fire District). Actions Taken/Results: Chief Mossley followed up with a visit to Mrs. and the site. I spoke with him and hie said that he spoke with the Manager of the site. The Manager said that the fuel truck did come and make a delivery. The truck came to fill the heavy machinery at the pit/stump dump. The heavy machinery was full so they filled a mobile tenporary tank on a pick-up truck. Chief Mossley said he found no evidence of problems at the entire site. He said that I did not have to follow up with a visit. I did speak with Mrs. Burkenshaw to get her story. The notes are in the folder. Investigation Date: 5/4/98 Investigation Time: 11:30:00 AM 1 r fll ",Oct IIl �s o6 us 1i S - t L,, — tey- -L c�o sv��,� 1 o,,.ss c�titi � C� - owe r� fh�,-s_ •de did III III I II I lid ®B THE COMMONWEALTH OF MASSACHUSETTS ZFim Lao......... 3 (� BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiuu for Dhip Sal Works Tatuitrnrtiun ramit Application is hereby made for a Permit to Construct 'PC) or Repair ( ) an Individual Sewage Disposal System at• i -----------•••----•-•••. 7 � - ------------------------------------ Mp ton-i\ddress +o�� or Lot No. -•----------------- -- O •ner Address ,., --------•-------------------------------------------------------------------- ---••--- --------•...•-------------•.....--•-••-------•.........••••-•......--- Installer Address U Type of Building Size Lot.... �..Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic (� Garbage Grinder ( s-. D Other—Type of Building ___-_ a_____________ No. of persons-_____--_--_--_.__-_._...... Showers ( ) — Cafeteria ( ) Otherfixtures ........................-JI-A.................................................................................................................. W Design Flow.............._-�5-------------------gallons per person gr daN. Total djily Aow_.______._ ..........g-41on� WSeptic Tank—Liquid capacity_t� gallons Length--�-_-_�_ Width-._�-�_.:79_ Diameter-. ��__.__ Depth....-.F.-C?__.. Disposal Trench—No. ...AJ.. A...... Width-------------------- Total Length---------- Total leaching/area....................sq. ft. (� 3 Seepage Pit No----------I........... Diameter..... Depth below inlet......v'__._..---- Total leaching area...._......[Joo11.....sq. ft. z Other Distribution box ( ) Dosing tank '~ Percolation Test Results Performed by....__.._..�-�.�-:-_\1�.1�Q ...................... Date... 1 �....._..........._.... W Test Pit No. 1___.__2.._..minutes per inch Depth of Test Pit____________________ Depth to ground water...._._---- �L, Test Pit No. 2........ per inch Depth of Test Pit.................... Depth to ground water........................ --•----------------------- ----•-•-•----•--•---- .......................................................................................................... Description of Soil...®: _�3:S ��T�?k� l�,.-- -` �l'��{ t"�� -} ��' �Z= K ,............. - J V � � ---.: tA1�rY? -------•------------ ...................................................................................... W ------------------------------•--•---•----••--•------------------------------------••----------------------------------...-----...---------••--••-•--------------•------------•-----•••-----------_.... U Nature of Repairs or Alterations—Answer when applicable.-.-_-------_--------- ......................................................... --------•-------------------------------•------------------•---------•--------------•---••---•-••-••--------------------......----------------------------------------------------•-----•-------•.•--•-• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance s b en is ued th and of health. Signed ...... .........._..._........ / /� 9 Date Approved BY * .. ......�. .......... ............ --------------- Application ............................................ 1-.,. l �te Application Disapproved for the following reasons: ........................................ ............. ... ................................ . .................... -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------- Date PermitNo. ......?y--`------3.................................... Issued -------------------------------------------------------..... Dare Q ! � 003. ©oy � :t - No....l R - -: VZFiRoRt......�. ......... THE COMMONWEALTH OF MASSACHUSETTS 3 4 ( BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiun for Mupuuttl 10ork.5 Cnunutrnrtiun Urrmit Application is hereby made for a Permit to Construct 'PC.) or Repair ( ) an Individual Sewage Disposal System at: t7 ............................................................ ion-Address q�. �• tl,/ or Lot No. \/� i/ y .$�5:4�"'-1''a -ea•�-#•-t�--------------------- .......................�� 54LS..rs--••--• -....MA:'!+�': 1.4: «�3 ........... . _(p' '��—�—�" Uivner,/ y,�q -- ----- (� �!�`� .+C) (��j 1`� )\ Address Installer Address ,,yy } , d Type of Building Size Lot_...`t______________ ...Sq. feet U Dwelling—No. of Bedrooms_______ ____________.___.._..____Expansion Attic ( Garbage Grinder ( o pa, Other—Type of Building ___ _____________ No. of persons............................ Showers ( ) — Cafeteria ( ) G4 Other fixtures -__------_-- ----------&4A.................. Design Flow.............."- '_�-..___________________gallons per person�P gr dad. Total daily how___..__.___....�_�__.___._.__.__._____gallons. WSeptic Tank—Liquid capacity. q gallons Length__r=%__'_�_ Width-------_�r__ Diameter._� �..... Depth._.)_-?.11. x Disposal Trench—No. __._X) _A_______ Width_ _________________ Total Length_____..._.t___._aE__ Total leachii area.............__.....sq. ft. _____ Diameter ".__ Depth below inlet...... Total leaching area ....s ft. � Seepage Pit No.________`..... p g q. Z Other Distribution box ( ) Dosing tank '~ Percolation Test Results Performed by------------ __............ l.lia d ______________________ Date_._ __minutes per inch Depth of Test Pit____________________ Depth to ground water_ 0..._0 CK- Test Pit No. 1-------�._._ Gz, Test Pit No. 2........' __._minutes per inch Depth of Test Pit____________________ Depth to ground water........................ PG ................................................. ------••••-•--•-•-------•-••---•--•--- ..................................................... D Description of Soil••-G?.C> 3= •---E_-O Pt i,._- �-__ �` �,G=�� �`-4 ' • v ..................... --•-- �_'-------- 71I? .-_.-- ] ? -°-----•-----•---------------•----- W ------------------------------------------------•------------..._......•.....----------------------------------•---------.....-----••-•-------------••.__._-•--•___-----•-•--•-•--••-.._._...-••--___-_. U Nature of Repairs or Alterations—Answer when applicable_______________________________________________________________________________________________ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance, 'as ,b•en is ued.by the board of health. / �✓G-w ....................r ........... ......�/_'... '��17 Signed - ram/. :- � - .�........... .. = Dace Application Approved By ............. /....--.. e i Application Disapproved for the following reasons: .............. .. .......... . -- ----................................... ............................ . ........... . ............................................................... ............. . .................... . . .......__.................. ---------------------------------------- / Permit No. ......?y`" ..� .............. ..... Issued - - .........---------------------------Date------ Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Q-1-Ex#ifira e of Cllompliance THIS IS TO CERTIFY, That-the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by -------------------------------------------------------------------------------------- --- -........ { �� j} Installer at ...._.....r%l� ..._.. -------{�'✓ -- ...v.c , f9'3 - ..... has been installed in accordance with` e provisions of TITLE 5 qof 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. ........ / Ins ector -----� �...DATE'....._ . ' { -- ----.�-- ---------------------- -------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS ()o 3 BOARD OF HEALTH No.�//�� TOWN OF BARNSTABLE // _7_-....��. FEE •••--• �i���autt1 urk� �unutr�tilan �rrntit Permission is hereby granted --•----•------------- •.._.--------__.__......__.._.... to Construct (1)() or Repair ( ) an Individual Sewage Disposal System at No..............------1• 1 •m. J (1,. - �'fiJ-,--�'1-�---- ...-----------•••-•••-----------•----------••--•--•_.. -,ram�---•--�--------� -- -•-�---�----- ._.....--�----:- ---- ..... ,—,Street C/U as shown on the application for Disposal Works Construction •errrnt No-f% _3.___._. Date .... ............................... Board of Health DATE. ••--•-7-•__.-•_..__�.. y FORM 36508 HOBBS&WARREN.INC..PUBLISHERS Bottle Number: E-5&1 Date: 12/28/93 O� BAD BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT 70 � SUPERIOR COURT HOUSE V BARNSTABLE, MASSACHUSETTS 02630 �jA SS PHONE:362-2511 LAB 337 Client: 5 "D" Inc Collector: C Stiefel Mailing 5 Mechanics Ct Affiliation: BCHD Address: -Boston MA 02113 Type of Supply: W Telephone: Well Depth: 64 FT Sample Location: 720 Wakeby Road Date of Collection: 12/22/93 Town: Marstons Mills Date of Analysis: 1.2/22/93 . ----------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------- PARAMETER SAMPLE RESULT RECOMMENDED LIMITS --------------------- Total Coliform Bacteria/100 mL 0 0 pH 5.3 Conductivity'f(micromhos/cm) 135 500 Iron (ppm) <.1 0.3 Nitrate-Nitrogen (ppm) 1.9 10.0 Sodium (ppm) 16 20.0 Copper (ppm) 0.1 1.3 BASED ON THE ANALYSES PERFORMED, THE FOLLOWING ADVISORIES ARE GIVEN: *Water sample meets the recommended limits for drinking water of all above tested parameters. I . , o as F. BJmurne, Laboratory Director BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT LABORATORY REPORT VOLATILE ORGANIC CHEMICAL ANALYTICAL RESULTS Client: 5 "D" Inc. Collection Date: 12/22/93 Mailing Address: 5 Mechanics Ct Date of Analysis: 12/22/93 Boston MA 02113 Type of Supply:. well Well Depth (FT) : 64 Telephone: Sample Location: Lot 720 Wakeby Road LAT. (DDMMSS) • Not Given Marstons Mills LONG. (DDMMSS) : Not Given Collector: C Stiefel Map/Parcel : Affiliation: BCHD Analytical Method: 502.1=1, 502.2=2, 503.1=3, 504=4, 524.1=5, 524.2=6, 502.1/503=7 Contaminants Anal . Result MCL Detection Detected Meth. ug/l ug/1 Limits (ug/1 ) ---------------------------------------------------------------------------------------- Chloroform 2 6.9 0.5 Only those compounds listed above were detected. Attached is a list of compounds for which this sample was analyzed. NOTE: Con:taminaat levels equal to or exceeding the Detection Limits are reported. MCL means Maximum Contaminant Level for EPA-regulated. compounds. dug/1 = micrograms per liter = Parts Per Billion) The Environmental Protection Agency has set Maximum Contaminant Levels (MCL) for the following compounds. This sample compares as follows: COMPOUND MCL (in PPB) Benzene 5.0 * level not exceeded * Carbon Tetrachloride 5.0 * level not exceeded * 1,2-Dichloroethane 5.0 * level not exceeded * 1,1-Dichloroethene 7.0 * level not exceeded * 1,4-Dichlorobenzene 75 * level not exceeded * 1,1 ,1-Trichloroethane 200 * level not exceeded * Trichloroethene 5.0 * level not exceeded * Vinyl Chloride 2.0 * level not exceeded * Comments or additional compounds found: Thomas F. Bourne, Laboratory Director 'No.— Fee----?,-.--1-5--------- BOARD OF HEALTH TOWN OF BARNSTABLE ZippYication-*rVell (Con5tructiou'vermit Application it hereby made for a pe it to Construct Alter ( ), o ( )a. in di i ual Well at: Assessors a and Parcel Location — Ad ss p 1 =---------------------------------------—----------------------------------------------- _ Owner Address Installer — Driller -- Address Type of Building Dwelling— - fit`=► - J r Other - Type of Building-=-----) -------—-- No. of Persons---------- ----------------- Type of Well-- af�C-,, Capacity-- -- - ---- ----- -_ — —- Purpose of Well-- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Healt ivate Well Protection Regulation — The undersigned further agrees not to place the well in operation until a tificat f .pliance has been issued by the Board of Health. Sign ®?"' - ---- ----- —�`�A-5 date Application Approved By - —_ -- -— - — _._ . 4 date Application Disapproved for the following reasons:------------------------------_-_--_—_—___________ — date Permit Noli -- Issued----------------------- ---_—______--------- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed Altered ( ), or Repaired ( ) by�_I�. ---------- Installer at-- �z �F--`has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated-2 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------------------------------------------- - Inspector-------------------- -------------------------------- • `gip - -_ L v No.--------F-rl- Fee-- ---- .. . BOARD OF HEALTH- TOWN OF BARNSTABLE Applicat ion i or V ell Construct ion permit Application is hereby made or a permit to Construct ( ), Alter ( ), ,o/}�r fRepairr (/� )an'individual Well at: T-_--&-. ______--_________-___�_ L 7— Location - Ad fe- / Assessors Ma and Parcel C!a -------------------- ------ -___- -------— - _ Owner —-—Address -- Installer - Driller Address Type of Building Dwellings ` , Other - Type of Building---------------------------------- No. of Persons-------------------- Type of Well-- ---- - =1---- - =- ------------ - Capacity Purpose of Well-- C�-'�` �? ----- -- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Healtyhmrivate Well Protection Regulation — The undersigned further agrees not to place the well in operation until laf/Certificate.of Co m- pliance has been issued by the Board of Health. / Signed . date -71 Application Approved By—-------- -_ �----------- _ �d- - 2, -��Q ate Application Disapproved for the following reasons: date PermitNo. �-- ----------------------------------------- Issued---------------------- — —-- --— date - --- BOARD OF HEALTH TOWN OF BARNSTABLE f Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed k)�Altered ( ), or Repaired ( ) - -=eGr---`-A - --------------------- --- — ------------------- Installer-./ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. � �--Dated�, � 9--- r t THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE ELL SYSTEM WILL FUNCTION SATISFACTORY. � DATE------------------------------------------------------------------------- Inspector- ---- --- - — --- - -- ----- BOARD OF HEALTH ' - -- TOW-N OF BARNSTABLE lVelr Con5truct ion Permit No. ---UJ '9— ----- Fee--- C-------- i Permissionis hereby granted- ------------------------------------------------------------------------------------------------------------------------ to Construct k), Alter ( ), or Repair ( ) an Individual Well at: Street as shown on the application for a Well Construction Permit / No.- —('' =-- --- -------- - --- - Dated----7 1-21vi�ll /=----— -- - --—--- � , / ` Board of Health DATE--- - ----_-----— - o a2 hoT'�1- i 1. s �6 n Qoh�' a 4 5 N w UGISTERWeAz x ; „ �W OFWA- a 9n f' SMITH, R, p < J �V EGISTER�G� ``' 0 1p ' AL Pd oK14865��:bw�c , MA . 465 tOW.,k9s6c, N �zavN a H • .fy— _ 11 t yi 1 cod,p io "P c oIsr..e c � 4 Q A p 1000 �1. CoAG• 62.6 0�o G4N• �°�,Pt�Mr ,,. �1srly ScP+�i. Tc�►+ (�• G2.g p AAA& C�1-+IG�tN1l•IGr ti FlTts=� ,t r Ap [► a9 J# i - AAA TA AA � r Paw i ioOUD O,I ES IC � ; • i &5.5 Iz D ZAIIv it 14 Ma SuBSot� T�'ST PMRFOR'MEA J 'JO 3o I Bg i 3 C3e.PROOMS K 110 a�PD t33o Gpp LeAcNI V E 48'� No C`(ARRAyE DISPCggI, US o�loo r Q �7, CAPgG aA�»�S�PT'f4�h1� r`1 pR.oVtDep•; �3oTTo „ o koi"TI 7Z StoES IT z.s _ 3 qPD ToTP.I- PACJ Tl �ZoVI PEP Cl P S AN oTE - D l5 po5At.. •5 `/sfGN► U�slcgND Ac.c•oRD CE w -I TN F'rzo`��s� oN� avv IROOA4eNTA!_. GONG sl l s ISO V71 -f N ouN D In�P rt�(- k o C rz Lo-r 4- Vua�.��y,R oA n F16's-r- PITS 12A A '`aT73!>ShV( .�' • nmiimm�rtmm�mrmmrmmnmlrmrmtmnrmiriimnmtrtmmm�tnmm�immm�rmm�mmnmmmlmlmrrrimnrmmnmrmr�tmmnrlmmmmm�1lTMTMr Mf/,1. I� , - ENVIROTECH LABORATORIES (r 449 Route 130 Sandwich, MA 02563 • (508) 888-6460 ;r H3 ~ CLIENT: Ed Simone LOCATION: Lot #4 Wakeby Rd. ADDRESS: Marstons Mills, MA it — COLLECTED BY: Ray Leary SAMPLE DATE: 7/25/89 TIME: 2:10 PM _ DATE RECEIVED: 7/26/89 SAMPLE ID: M 589 _ JOB #: New Well 64 ft WELL DEPTH: RESULTS OF ANALYSIS: Parameter Units Recommended limit Result Coliform bacteria/100 mi (MF Method) 0 0 pH pH units 6.0-8.5 5.96 Conductance umhos/cm Soo 60 Sodium mg/L 20.0 6.3 Nitrate-N mg/L 10.0 .08 Iron mg/L 0.3 <.05 Manganese mg/L 0.05 — >~ Hardness mg/L as CaCO 3 500 c Sulfate mg/L 250 Potassium mg/L 20.0 Alkalinity mg/L 200 Chloride mg/L 250 _ Turbidity NTU 5.0 Color APC units 15.0 i c: Background bacteria i^ c COMMENT: YES No WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS T TED. 1XX ❑ DATE Z — .11 Jll 11wilizi 111111111111il �fI WIIWWWllW Ii lilliWilWWWliWilW. 1111 v\ J REVISIONS All drawings are f or illustration purposes Only ZONE REV DESCRIPTION DATE APPROVED All, structural analysis Must ioe certified by a licenced archetect, EXISTING fL���PTIC SYSTEM LIMITED TO , #OF BEDROOMS E:l E:l -� �I --•1;�:.. ',-•'-t ^.'-1..-T ;f-,-s,-, , d_ .J. --r+ 4r•{- .-`� -*-�-r°_T"l,..y�.J ._.�' i-.tJ.,�:...i.•'., 4,-i - ..i a. ,,' ' ""-rt-'-rr`-Z--r -�-- *'-�LL-r- -F-r'S--r-�`i`'-d ' 1._ i e s !i-,{-• -'-�'j r ,,..'.. .•i l -� "Y�4 �-f..,-i-�.:, _ .-'.1.--I�-:. ?. + !!I ! I �i. l f-r�-T-� ,-r `ry-'4r�rr-�-• .Lt:_�,- �'_`�1-.,i_-_'_�'.1,t.1-,- _.i.3..";...r�.�- �-'-r_�-_, -r -I"� ---^L.--�+,- l - 3- � -_-�•-t'T' i 4�� } T- 47 "T L—A 1 4i j 4_;...,.._..-:.., .,_�`� '�--•�i � i_!y.- _.:.... ._,_.�-,._.r �.-.:__, �. �...,.- F� �ate-,. :-t _. -�--.-%r-�� =f-I- �- -""'r i •_'.T`i'�'. ' � � r—'�7"i j�� .—!. _ r ._...:r�� ��'=-�"T l ""f '.r..w...- .___�__-�1'-y-�. .-f>.-r---'T-=�•-`- ` ?-"i-"—'r- -� ® _"'-`t-1'--•'i i T�`r``�.'-.i� '��`;�..�. _..,.i....�., b ; � l Front Devation \ SIZE FSCM NO. DRAWN BY: Gary R. Stuloloins SCALE 3/16'=1' SHEET t , All drawings are f or illustration REVISIONS purposes only, All structural ZONE REV DESCRIPTION DATE APPROVED analysis must be certified by a licenced archetect, -f` t" i i-. �. -+,-a � �, -J.--•y-,:...�.l,.J,Y.� .s..�. ..1 .r i.. t l.l...� �r.L �...t l .3._. �-.� Ili _.._ .,....:....,� .n.._, -. :. �...'. _..r:..., ,:.._ » „_�..., :.,,1 ..�... 1J._ r' _ _ • .-{.�. _..,......,-r.- .. t _ �.,+_ ...1.�...{.:_:.. �.t___, 1 i T 1 iL { • : , , r Left Elevation SIZE FSCM NO. DRAWN BY: REV Gary R, Stubbins sc&E 1/4=1' sHEET All drawings are for illustration REVISIONS purposes only. All structural ZONE REV DESCRIPTION DATE APPROVED analysis Must be certified by a licenced archetect, 1 1 r 1 : a. 1 ' Right Elevation ` SIZE FSCM NO. DRAWN BY: REV Gary R. Stubbins SCALE 1/4=1' SHEET All drawings are for REVISIONS i l l u s t r a t i o n purposes only, ZONE FREVT DESCRIPTION DATE APPROVED All structural analysis Must be certified by a licenced archetect, ,l —�J_ { �J—�— —t..L,_...,.J. .-+—,i.:_ _ _.`..Fi7J _—.I..,tiv ram_ _,.. �_ _1 �4..,I_ _ �_ _l •+ _ _ _ ! � f _'-•--�_r --"-+—.--:...__�..�......:......_..,...-.-...,._,...:�..:._,.,._..��...._.�_�_.._,_.,...._:-:.�.�_:�.-. �_.�.,_,..�._.,+--:..._..__�. .....,_.�,,.._.._...a -..x.a_,� a .,_--,u.s_ .,u_.J.-,wi.. ...L:.. _... _.�,.L 1_:i_ __._i_ i.L_,_J_ _._.i_ 1._.- _.,1•._....7_i! _ .1 _....I_,.._.r. : .; . . r -___._.._..r._.-.S._ ..........__A.. , 17 Back Elevation SIZE PSCM NO. DRAWN 6Y: REV Gary R, Stubloins SCALE 3/16'=1' SHEET REVISIONS ZONE REV DESCRIPTION DATE APPROVED 1'-3' 3,-6, 35'-3' 2'-3' 3'O'x6'W Entry Door 91_6• 91wx71h Roll Door 15. All drawings are f or illustration purposes only. All structural analysis must be certified by a licenced archetect, 4' Thick Concrete Slab 30' 12'x4'x4' Concrete Pad �.-.— 14'-4' 17'-7' 4'concrete wall 8' Thick 12'x18' Footings 81x618' Slider Existing House 8' Concrete Wall F- ounola -tio.n SIZE FSCM N0: DRAWN BY: REV Gary R, Stubbins sca E 3/16 0=1' SHEET ZONE REV DESCRIPTION REVISIONS DATE APPROVED 3' 10' 21' 6'—� TW3042 2'x6' KD Studs TW3042 3'0'x6'8' T Entry Door 8-10. 9'wx7'h Roll Door All drawings are for TW3042 illustration purposes only. All structural analysis Must be certified by a licenced archetect, 10'-4' O Post 12'-4' Proposed Garage TW3042 ` 6'-4' TW3042 TW3042 6'-4' 81x61 11 8' Sllder III First Floor Plan SIZE I FSCM N0. DRAWN BY: REV 81-6• 5'-6 Gary R. Stubbins Existing House SCAIE 1/4.= SHEET REVISIONS ZONE REV DESCRIPTION DATE APPROVED• 13' 27' - TW3042 15' TW3042 Proposed Storage Post TW3042 15' All drawings are for illustration purposes only. All structural analysis Must be certified by a licenced archetect. Folding Stairway TW3042 Second Floor Plan 4'-6• y-6' 4'-----� SIZE FSCM N0. DRAWN 6Y: REV Existing House Gary R. Stuioioins sem E 1/4'=1' SHEET REVISIONS All drawings are for illustration ZONE REV DESCRIPTION DATE APPROVED purposes only. ALL structural Ridge Vent analysis Must be certified by a 21x12• Ridge licenced archetect. 3 Tab Asphalt Shingles 1/2' CDX Sheathing 11x6' Bracing 2'x12' Rafters 2'x8' Ceiling Joists Sophet vent 3. 1/2' Lally Column 21x6' Kd, Studs 8' 2'x14' TJI Joists 3 1/2' Lally Column 2'x6' Kd, Studs 21x6' Pt. Sill 4' Concrete Slab E=:= 8' Concrete Wall 12'x4'x4' Concrete Pad 12'x18' Footing Lj Cross section AA SIZE FSCM NO. DRAWN B'Y: REV Gary R, Stubioins sc&E 1/4'=1' SHEET Ridge Vent REVISIONS ZONE REV DESCRIPTION DATE APPROVED 2'x12' Microlam Ridge 21x12' Mlcrolam Ridge 3 Tab Asphalt Shingles 112' CDX Sheathing 1'x6' Bracing 2'x12' Rafters 2'x12' Rafters 3 2'x10' Microlams Sophet vent 2'x6' Kd. Studs - 6'x6' Fir Beams 2'x14' TJI Joists 2'x6' Kd. Studs ` 6'x6' Fir Beams 2'x6' Pt. Sill 8' Concrete Wall 12'x4'x4' Concrete Pad 12'x18' Footing Cross section BB All drawings are f or Illustration purposes only. All structural slzE FSCrw No. DRAM BY. REV Y anal sis must be certified by a Gary R. Stubbins licenced archetect, SCALE 1/4'-1' sIIEEr REVISIONS ZONE REV DESCRIPTION DATE APPROVED 40' 30' W N TU TU N Pi • x 3 3 All drawings are for illustration o purposes only. All structural 3 ° 3 analysis Must be certified by a " " " licenced archetect, -L I , 2 -1 Floor Joists 2'x14' TJI Joists 1 1/2'x14' RIM Joists SIZE FSCM NO. DRAWN BY: REV 4'-6' 9"-6" Gary R, Stubbins Existing House SCALP 1/4'=1' SHEET .y REVISIONS ZONE REV DESCRIPTION DATE APPROVED 40' IU • x m n � 2'x8' KD Joists 3 2'x10' MIcrolaMs 0 30' h L if All drawings are for illustration purposes only. All structural analysis Must be certified by a licenced archetect, Ceiling Joists 14' SIZE FSCM NO. DRAWN BY: REV Gary R. Stubbins Existing House Scmx 1/4'-1' -SHEET • 6 REVISIONS ZONE REV DESCRIPTION DATE APPROVED 40' 30' 2'x12' MlcrolaM Ridge l N • x IU 7; ty O eF �0 2'x12' KD Rafter "A All drawings are for Illustration purposes only. All, structural analysis must be certified by a licenced archetect, i Rafter Detail SIZE fSCM NO. DRAWN BY: REV 14' Gary R. Stubbins U U ull ull ul' Existing House scALE 1/4'=1' SHEET t __—._' �._. --dDr _.-! -a tom. w .E • LOT 3 ' 50 — - - - 50i 60' wide 6$ easement i 4v 2�0 00 LOT 3 PT I i 49 LOT 4 — reserve area i �6ti 43569 SF ` r i leach ' pit 1 0.00 00 \ N5 � \\ »d» box \ 50 — — .\ 36 q..6 1 gal al \ PROJECT LOCA TION tank 720 WAKEBY ROAD MARSTONS MILLS APPLICANT s MARGARET FITZGIBBONS VACANT LOT 5 428- 0084 EXT'G YANKEE SURVEY CONSULTANTS WELL CD UNIT 5, 40B INDUSTRY ROAD ��qs of ��ss� P. 0. BOX 265 ,"N� `�� MARSTONS MILLS, MA. 02648 PAUL , JOHN ; LANDERS-CALILEY TEL. 428 0055, FAX 420-5553 UV y, \ \ \ MERIT'HE CIVIL cz9 No. 32088 No. 35101 , rs�€, ,L- SCALE 1 = 30 EDA TE 01/03194 VACANT LOT � �\ NAIL SET \ IN U. POLE REV REV EL = 50. 00' ASSUMED JOB NO. 50417 SHEET 1 OF 2 P Abm- S • . f .lr E� —_49.8 PROPOSED TOP OF FOUNDATION 20' MIN. CONCRETE COVERS 2"LA YER OF 4 9. 0 PROPOSED _ 49 5 f 2' 1/e"-r/z" GROUND EL.—___ S / 1 �7 LE VEL CONCRETE COVERS WASHED STONE R6� / /�4" CAST �/ / OR SCHEDULE 40 12" 49. 5f � � � P. V.C. PIPE S''=0. 02, D=20' 4" SCHEDULE 40 P. V.C.DIS PIPE — MIN. M N. S=0. 02, D=30 Box S=0. 02 FLOW LINE1 10" INVERT L N 19" B D=4 0 , LEACHING o h c 00— INVERT CRUSHED oS o0 00 00000o g EQUIVALENT STONE o 0000000000 INVERT - o INVERT EL.= 45.35 _ 44 58 c q ° EL.= 45. 60 EL.----=- o. °c INVER ° 6 ° 3/4" TO I-1/2" 1000 GALLONS - 44 75 EL.=_43. 78 °° W c WASHED STONE ------ EL.------ ---- ° ° SEPTIC TANK o W c 378 LEACH PIT 12 ,2' - B' y PROFILE OF IO'DIAM - SEWAGE DISPOSAL SYSTEM - - - - - - - - - - - - - - NOT TO SCALE BOTTOM OF TEST HOLE EL= 37. 6 _ ALL ELEVATIONS ARE ASSIGNED SA WILSON * THE CONTRACTOR SHALL WITNESSED BY: TOM EAL rMcOFFICER EA � EXCA DATE 4' BELOW THE PROPOSED BOTTOM OF THE BARNSTABLE PIT AND THEN NOTIFY THE rowN of ENGINEER AND OR BOARD O SOIL LOG GENERAL NOTES PERCOLATION RATE 2__ MINI INCH HEALTH AGENT TO INSPECT P NO. 3116 - SOIL CONDITIONS. 1. THIS PLAN IS FOR INSTALLATION OF NEW SEWERAGE DISPOSAL SYSTEM. DATE _ 7=14=86 ___ 2. PLAN REFERENCE: 37518B. 3. THIS PLAN IS FOR INSTALLATION/ REPAIR OF SEPTIC SYSTEM TEST HOLE 2 TEST HOLE 1 AND NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES. DESIGN DATA. „ OF 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. EL. = EL._ 49. 6 /c��c� �j JCHNa' TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS / LANDEF?S-c.4ULEY FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER OF BEDROOMS THREE �, CML 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN TOPSOIL &. Nc. 35101 12" OF FINISHED GRADE. GARBAGE DISPOSAL NONE SIL Y MAT. 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE 3. 5 TOTAL ESTIMATED FLOW SAME, UNLESS NOTED BY FINAL CONTOURS. " 330 \� 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE MEDIUM _IID_ ( _GAL./BR./DAY x 3 BR.) `�w � OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER STRATIFIED_ — OR WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SAND SEPTIC TANK CAPACITY 1000 SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING. ----- UNLESS NOTED. LEACHING AREA REQUIREMENTS 8. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 12 0 SIDEWALL AREA 188.5 GAL.IS F. 188.5x2.5=4 71 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH BOTTOM AREA _78.-- GAL/S/F 78.5x1. 0= 78.5 DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAPACITY (BOTTOM & SIDEWALL) 549 GAL. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 10. THE EXCA VA TOR�CONTRACTOR SHALL VERIFY THE LOCATION OF ALL NO WA TF_R ENCOUNTERED UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. RESERVE LEACHING CAPACITY �549 GAL. job no.- 50417 SHEET 2 OF 2