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HomeMy WebLinkAbout0015 ABEGALE SNOW ROAD - Health 15r j now Road West Barnstable A = 088 002 r l li c I i �/J TOWN OF BARNSTA/�BLE LOCATION L4#,.1 `�fn3�_S . 0 RSEWAGE # 0 VILLAGE klf)� 9MMS44 1C _ MA P AP & LOT G - /f2 INSTALLER'S NAME&PHONE NO. /3ey/ki�,-(4 a Gn SEPTIC TANK CAPACITY /f-OO ( LEACHING FACILITY: (type) n %11l t-? Ord (size) ��S X 9• �� NO.OF BEDROOMS BUILDER OR OWNER (I'Mrb. 000J (' PERMITDATE: v COMPLIANCE DATE: 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 r 9e 1• �� ,6 3. K7 ` Val ` • �. vz ' ,� 3 . -77 or- !0q i it Y N1�N38 vl ONd''SC)N3� < . .• I ly ,Z 'S3alS 3Nl 1 H`J31HO�9) d0 M06 �) --' --7 B'Ob ' l �O,LVi11l13Nf AJJ�d % - 1; 3A83S3d !_� Lol n li 1 ,N.o s A h ' "' ' 1 � .113MQ 'dO8d , f t a`� ti` ` •''� a� avo AVAXw doad ' 0 r S 12 N A o�soao 01 r 3S S' i ' �� I I b •off a NO AaY Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1✓ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipprtcation for �Digoal *pftem Construction Permit Application for a Permit to Constyu )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components LorcatioiA Addre U40 f No.L0 ( ghbevi -%hw 4V%S Owner'R Name, Address and TeL No. 77 -07_ Assessor's Map/Parcel '� I��/ �,� 1 0 11 0 6�4 n 0I�Q 14, Installer's Address, Te No �� Goa Des ner's Nam ,Addre and Tel.No. h -HIW/ kd .170-4v, co)f K-,Ucot, OxOf qb Type of Building: Dwelling No.of Bedrooms Lot Size IC 1� sq.ft. Garbage Grinder(90) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow L(Ho gallons per day. Calculated daily flow gallons. Plan Date y o2-0/0 Nnnu her f heets Revision Da /d Title {cS�.fi G d !� b Gr1s M Size of Septic Tank �SrL(� ---Type of S.A.S. G� Description of Soil SGG Gn. n{ ,� ra f TT n Nature of Repairs or Alterations(Answer when applicable)'��hi�i t'G 2 V/4,11 S Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Tit 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss d by is oard of Heal h. — Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued � � I ....� No. t `T y3 b Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t Yes . ,PUB:LIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 1 ZippYication for ;Di!6po.5a1 *p5tem -Construction Permit Application for a Permit to Consc s( n)Repair( )Upgrade( )Abandon(� ) ❑Complete System El Individual Components It Location Address q�I�ot No. �O ra �� ht Owner's Name,Address and Tel No. 7�k-G 7�1! \,crr�� ( 1�J�RktJWt� (URV. Assessor's Map/Parcel 'i(��t � / f / 0 (► U(r J•/i (�l/�f�/�/ Installer:s'Name�Address,and Tel No �� J•�/( Designer's Name,Address and Tel.No. P ('�� �t(,ya CLrsl• �urC• rllt�tl (60( {Type of Building: LLtt G Dwelling No.of Bedrooms Lot Size , 1(I sq. ft. Garbage Grinder(/J� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 1-10 gallons per day. Calculated daily flow �`� y / gallons. Plan(Date 1` ,2-0, ber evisio ` �v 1 ny, hc�J RnDat o TitleTS,{c ( , Size of Septic Tank Type of S.A.S. "Description of Soil � /1 Nature of Repairs orAlferations(Answer when applicable) /U�t L cote l!'l14. 11 S Date last inspected: Agreement: " The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Till 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss ed by is oard of Health. Signed JA �+ l) Date Application Approved by // / .�'�/ C� Date /1 Application Disapproved for the following reasons `y v Permit No. ' Date Issued f ----- — --1------f,------------- ———— - -THE COMMONWEALTH OF MASSACHUSETTS , BARNSTABLE, MASSACHUSETTS Certificate of-C-ompliance THIS IS TO CERTIFY, that the Onsite Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at „� ,4� 1 04 ,F�a' Dlk 0&0 d Al has been constructed in accordance with the provis�i°--ns of Te 5�and"the foc<Disposal System Construction Permit No. ?00- 5-r 21 dated �� );os l Installer C :�iX��' Designer �i,, Cry The issuance of this permit shall not be construed as a guarantee that the system will Gfunction as qde igned, Date I I Inspector f116-cf '�j . /t, 114, •, I i _ _ No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS Mi5pooal *p!tem Construction 3permit Permission is hereby granted,toC nstruct ).Repair( e,)Upgrade( )Abandon System located at r f l t and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit y/,`Date: 1{ 1(, ]1 t} i Approved by % v J Mg ;�S ` r E.e� .rt ga. .,1h g�yy;l�� '! -n?sac c. �..;; � 5. 4 n X. .Tp� A r�: ter- a. .E � i ' .e.e One.K/ ,+: ` :sh r ». ,'^(�x+c''.. '3'• "S.. •?;,I y,; a T3,a"rS-{£F.? JX h+• MIN ��Y• P'6 �+�t" °`n. ^2., ' .�'xi+u�.S` ti`J ll1W NYO�B J' w � � at" ^,t`K'S,. rra k zk�*'r i?,g.,,, s h �-r� .,�� ,a•.2y �x-....��-r ,.� � f S n.. i � .t , �.s �. -s -�;`°-� .�`ix. • T ASSESSOR'S MAP& LOT u u rf2 -' •INSTALLER'S N &.PHONE NO.:'!'S •J=: /3 /G�i;G(G CC7n (j /c SEPTIC TANK GAPA=• ego o y r LEACHING FACII.TTY: ( ?n f/1 Sty 3 , h'l?e) (size) /� NO.OF BEDROOMS BUILDER OR OWNER +�r/` � r _ Y PERMTPDATE - COMPLIANCE,DATE: .. .�-- 1 — w. .��� tl 1•, i 7 Y.$...royi� � ..�1 .. .:...-:. f-, :.• ;,.;.: �.: -..�. f ..'.i. :: Y n tfyh F1rM.. Separation Distance Between the. Naxtmum Adjusted Groundwater Table and Bottom of Leachutg,Facthty { tf�Eeet s; Private Water Supply Well and Leaching Facility (If any wells exult r on site or within 2OO feet of.leaching facility) Edge of Wetland and LeacEung Facility(If any wetlands exist • ' L within 300 feet of leachurg facility 7 Furnished by ijl�t Fes- L •Y ki t A-MRg� tiiw,& t r f t �•. t f `'fttFilstto rig � �,'(��fG's�aiEkS�,.�tfi !'iH'r�r t f yt aF`.t`t!'c N ti{'tFi,'Sr'� is : c t r 4 i !' f ,Yti s i It to L 4 ! j >n er/6 ' • VZ 2 • y5. /0 8 SI f ENVIROTECHI.ABORATORIES,INC. MA CEItT.NO.:M-MA 063 449 Rte.130 Sandwlcb, MA 02963 508(888-6460) 1-800 339-6460 FAX(508)888-6446 CLIENT. Markwood Corporation LOCATION: Lot 1 ADDRESS: 110 Breeds Hill Rd., Unit 10 Abigale Snow Rd. Hyannis, MA 02601 W. Barnstable, MA COLLECTED BY: DA Scannell SAMPLE DATE: 5/23/2001 SAMPLE TIME. 3:OOPM WATER SAMPLE TYPE. New Well DATE RECEIVED: 5/23/2001 LAB I.D. #: 0105527 WELL SPECS.: 134' RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 5/23/2001 PH pH units 6.5-8.5 6.17 4500 H+ 5/23/2001 Conductance umhos/cm 500 73 120.1 5/23/2001 Nitrate-N mg/L 10.0 0.018 300.0 5/23/2001 Nitrite-N mg/L 1.00 < 0.005 300.0 5/23/2001 Sodium mg/L 28.0 6.4 200.7 5/24/2001 Iron mg/L 0.3 < 0.1 200.7 5/24/2001 Manganese mg/L 0.05 < 0.008 200.7 5/24/2001 Volatile Organics See Report Chloroform ug/l 100 3.1 EPA 524.2 5/31/01 Trichloroethene ug/I 5 2.2 EPA 524.2 5/31/61 COMMENTS: pH is below recommended limit and may have corrosive characteristics. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <#less than Date 6 >=greater than Ro ►d J. Sa 1 TNTC=too numerous to count Laboratory ctor Page 12 of 13 R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. Date Received: 5/24/01 Approved by: Work Order# 0105-05888 R.I. ytical Sample#: 006 SAMPLE DESCRIPTION: 0105527 1 ABIGAIL GRAB 05/23/01 @1200 SAMPLE DET. ANALYZED PARAMETER RESULTS LIIVQT UNITS METHOD DATE/TIME ANALYST Volatile Organic Compounds Bromodichloromethane <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL Bromoform <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL Dibromochloromethane <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL Chloroform 3.1 0.5 ug/l EPA 524.2 5/31/01 15:24 JL 1,2-Dibromoethane(EDB) <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL Benzene <0.5 0.5 ug/I EPA 524.2 5/31/01 15:24 JL Carbon Tetrachloride <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL 1,2-Dichloroethane <0.5 0.5 ug/I EPA 524.2 5/31/01 15:24 JL Trichloroethene 2.2 0.5 ug/l EPA 524.2 5/31/01 15:24 JL 1,4-Dichlorobenzene <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL 1,1-Dichloroethane <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL 1,1,1-Trichloroethane <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL Vinyl Chloride <0.5 0.5 ug/I EPA 524.2 5/31/01 15:24 JL Bromobenzene <0.5 0.5 ug/I EPA 524.2 5/31/01 15:24 JL Bromomethane <0.5 0.5 ug/I EPA 524.2 5/31/01 15:24 JL Chlorobenzene <0.5 0.5 ug/I EPA 524.2 5/31/01 15:24 JL Chloroethane <0.5 0.5 ug/I EPA 524.2 5/31/01 15:24 JL Chloromethane <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL 2-Chlorotoluene <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL 4-Chlorotoluene <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL Dibromomethane <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL 1,3-Dichlorobenzene <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL 1,2-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL trans-1,2-Dichloroethene <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL cis-1,2-Dichloroethene <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL Methylene Chloride <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL 1,1-Dichloroethene <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL 1,1-Dichloropropene <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL 1,2-Dichloropropane <0.5 0.5 ug/I EPA 524.2 5/31/01 15:24 JL 1,3-Dichloropropane <0.5 0.5 ug/I EPA 524.2 5/31/01 15:24 JL cis-1,3-Dichloropropene <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL tran-1,3-Dichloropropene <0.5 0.5 ug/I EPA 524.2 5/31/01 15:24 JL 2,2-Dichloropropane <0.5 0.5 ug/I EPA 524.2 5/31/01 15:24 JL Ethylbenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL Styrene <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL 1,1,2-Trichloroethane <0.5 0.5 ug/l. EPA 524.2 5/31/01 15:24 JL 1,1,1,2-Tetrachloroethane <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL 1,1,2,2-Tetrachloroethane <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL T Page 13 of 13 R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. Date Received: 5/24/01 Approved by: Work Order# 0105-05888 R.I. An ytical Sample#: 006 � 0105527 1 ABIGAIL GRAB 05/23/01 @1200 SAMPLE DET. ANALYZED PARAMETER RESULTS LIMIT UNITS METHOD DAT'E/TIME ANALYST Tetrachloroethene <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL 1,2,3-Trichloropropane <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL Toluene <0.5 0.5 ugh EPA 524.2 5/31/01 15:24 JL Xylenes <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL 1,2-Dibromo-3-Chloropropane <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL Bromochloromethane <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL n-Butylbenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL Dichlorodifluoromethane <0.5 0.5 ug/I EPA 524.2 5/31/01 15:24 JL Trichlorofluoromethane <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL Hexachlorobutadiene <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL Isopropylbenzene <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL p-Isopropyltoluene <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL Naphthalene <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL n-Propylbenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL sec-Butylbenzene <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL tert-Butylbenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL 1,2,3-Trichlorobenzene <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL 1,2,4-Trichlorobenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL 1,2,4-Trimethylbenzene <0.5 0.5 ug/1 EPA 524.2 5/31/01 15:24 JL 1,3,5-Trimethylbenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 15:24 JL Methyl Tertiary Butyl Ether <1 1 ug/1 EPA 524.2 5/31/01 15:24 JL n-Hexane <10 10 ug/l EPA 524.2 5/31/01 15:24 JL SURROGATES RANGE EPA 524.2 5/31I01 15:24 JL 4-Bromofluorobenzene 107 80-120% EPA 524.2 5/31/01 15:24 JL 1,2-Dichlorobenzene-d4 99 80-120% EPA 524.2 5/31/01 15:24 JL Volatile organic analyses performed under the operating guidelines method 524.2. No.. FER._M�v... ...................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE AVpfiration for Uhnpmial Morkii Tomstrurtion ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ......Ah ....k(217.1......... ..............I �!g�d­c' . ................ ............... . .............................. oca or Lot o. ........... .... J1...e.. ......................... .................................................................................................. Owner Address Installer Address Type of Building Size Lot............................Sq. feet U ooms------%3- ___ ______________________________Expansion Attic ( ) Dwelling— No. of Bedrooms________ Garbage Grinder 04 Other—Type of Building ---------------------------- No. of persons........_................_.. Showers Cafeteria 04 Other fixtures ...................................................................................................................................................... Design Flow............................. -gallons per person per day. Total daily flow--------------------------------------------gallons. W _0 Septic Tank—Liquid capacit)00 .gallons Length................ Width-.-.-.--.-----.- Diameter.-._._......... Depth__-_.__---_-.._. x Disposal Trench—No. .................... Width............._...... Total Length................_._. Total leaching area....................sq. f t. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. f t. Z Other Distribution box ( ) Dosing tank ( ) 1.4 1­4 Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.-_-.._-.---_.__-___ Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit._.................. Depth to ground water-.--:_. ............... ............................................................................................................................................................ 0 Description of Soil.............................................................................................................................................................. ...... W U ............................................................................................................................................................. .... . ... .... ............... ..........................­........................................................................ - -- ------I-- -- --------- - ..... . ...... .................. U Nature of Repairs or Alterations—Answer when applicable.__ . -- - ----- ------- - ----------------------------------------- .................................................................................................................)J� .......... . ...................... . .......................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ............ --- -------... .. . ........a------------------------ --------------- ---------------------- --------------- Appl ication Approved By ---- --- ---------------------------- --------- ------ -- -- ------- ------ ----- .. ......... ApplicationDisapproved for the following reason -4............................................................................................................................................ ...... .............................................................................................. ------------ .......... -- ----------------------- c9,3............ ..........re......D a Permit No. .............. Issued ............ .... ... ... . Date � 31c, --——————————————————————————————————— ——————————————————————————————————- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE (Itlertifirate of (gomplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired ............................................................................. by -------------------------------------------------------------------------------------------- ----------------- -- Sr , al........... L..Of . at ------- ,.,�------C4ce �j�.2_�V ------ _6 _ W . ........ --------------- -3........... has been installed in accordance with the"provisions of TITLE f she State ironmental Code as described in the application for Disposal Works Construction Permit No. --- dated .---------------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT B C NSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE-------------------------------------------------------------------------------------- --------- Inspector ------------------------------------------------------------------------------------------------- ------------------------------------------------ ------------------------- .qzk 6 _b THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No... ....I........ FEE.. . ............ Permissiori,y­ hereby granted------------------------------------------------------------ ---------------------------------------------------------------------------- to Construct Re air ItAv,*al S i4p sem atN t-reet ............................................ as shown on the application for Disposal Works Construction Permit No-- --- ------ -- Dated........................................... ...........................................................I............................................. Board of Health DATE-------------------------------------------------------------------------------- FORM 38608 HOBBS&WARREN.INC..PUBLISHERS No.. .-._------- Fps.. /.......G... . .. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Diopoottl Workii Tonotrnrtion Vrrntit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: I <11() , , pffo ............................ ----------- ----- ----------- ---•-- Locat�ron \ddrr s,� +^� or Lot No .........��r.� ....................I. rr 11.. . ............... Owner Address W Installer Address Type of Building Size Lot............................Sq. feet 1­4 Dwelling— No. of Bedrooms.._...\_�1------------------------ ----Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Other fixtures ------------------------------------------------------ Design Flow........................................r..�.gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacitvfgallons 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 ( ) Percolation Test Results Performed by------_----------- --•-•-----•---•-•----•--•--•-•-----------------•------ Date....................................... Test Pit No. I----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 •---••-•-•••-------------------•••---•••---•----•--•------------------•-•-•••-•••------------------........................... .... liD Description of Soil............................................................................................................................. A .................. x x ••------•------- ------------------------------------------------------- - '"; ---------!�....n... ----.... U Nature of Repairs or Alterations—Answer when applicable._ ... ..............°y�,.._._jy—At .... .._.____._._......___..._.........__. --------------------------------------------------------------------------------------------•- j -�I--------------------.f..--------------------------...........---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. b Signed ............... /- ..ydy.�) f_ ?-----.,.,�/ ;....-------------- ------------------/'7.............../ iAProved BY jl`n_.:,,.....APPlicaton P . : �....1 --t_...` ,r / ........ Application Disapproved for the following reason,,)--------------------------------------------------------------------------------------------------------------------------------- . ...... .........................r... '- -----• ...----------------------I---------- I------------------------- *---77 1 C---------------- ------------ .........No. ....... Issuedlr .....L. ---------Dare------ ( l , "'fit Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Gertifi ate of (fompliaYICP THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by ------------------------------------------------------------------------------.---------....--------..--------_---------.:------------------------------------------------ -------- at �..>.! ..:. ...._�f.0kr .3r-..:, W.V.!Il.' 'ffa. � 1..�.I!�.. (_-...�./--------------------_--------------------._---------------------------- C.. � .... - . v v has been installed in accordance with the provisionsof TITLE of The State Environmental Code as described in the application for Disposal Works Construction Permit No. _ ._.-...�---i-- -:�1--- dated ......._. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUEID AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE ---------------------------------------------------- ---------------------- ---------- Inspector -----------------------------------.....:..._-----------------------------------..------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH i TOWN OF BARNSTABLE No ..... .. .. FEE.... .. .......... t 1 %Voottl Works Tonotrurtion "rrntit Permissionis hereby granted--------------------------------- ---------•---------••--•---•-•••--•-------•------•-•--•-••-----•---•-•••-------••---•••-•-................. to Construct ( ) or Repair ( ) an Individual Sewage Disposal,Sy,s:em Strcetl as shown on the application for Disposal Works Construction Permit N.O _..�____._:. Dated.......................................... ---------•-------------------------------------------------------------------------------------------•--- Board of Health DATE................................................................................ FORM 36508 HOBBS B WARREN.INC..PUBLISHERS - • .ti Q 00C)_ - No.--= --------=----- Fee--------- ---------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVell Con5tructioupermit V&0, - d 001 Application is hereb made for a pe it to Construct ), Alter ( ),or Repair )an individual Well at: Location — Address Assessors Map and Parcel /Owner Address Installer — Driller _ -- Address -- __ — Type of Building -- Dwelling---- --------- ---__---------------------- Other - Type of Building No. of Persons-------------- ------- c' Type of Well_ Capacity- -- Purpose of Well-- G-- ------------- ------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation untr .a Ce ti is t o pliance has been issued by the Board of Healt 01 Signed" - -— - -'- - --- --— -- -- ate, Application Approved By---- ----- -- ------- �-'�-- -----'�--- - - - - - - - — �-- - date Application Disapproved for the following reasons: ------ — —_ �11 ___- _------ — date Permit No.-- -- - ----- -- �- --- Issued------ -- — at BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f Compharice THIS IS D ER F !, That a & id 1 ell C struct ), Altered ( ), or Repaired ( ) by--- — -- --- - - - --- ----- --------- ------ taller athas been been installed in accordance with the provisions of the Town of Barnstable Boar f Heal Private Well Protection Regulation as described in the application.for Well Construction Permit No Dated----------- THE ISSUANCE OF,THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------------------- - ----------------- Inspector-------------------------—---- -- ------------------- I 00�L No.--------------=--�:—,• ,. � Fee--------------------- BOARD OF HEALTH TOWN OF BARNSTABLE TippIication-*rVerr Cong1ructionpermit Application is hereby made for a permit to Construct (�), Alter ( ), or Repair ( )an individual Well at: -,(_�___2�'e�---�-----�%,e=-----s�_-PCs------- --#=`?�------�`__�-�____�---`�---"-_----��---. ��"/ -- Location — Address Assessors Map and Parcel Owner Address OU Installer — Driller Address t Type of Building Dwelling— =--__ ----- - ---------------------- Other - Type of Building - No. of Persons---------------------------------- r Type of Well--C 15 /_ic/g----- - -- — Capacity--------------� r-- --- ---- -- Purpose of Well--A,—' — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Co pliance has been issued by the Board of Health. SignedC�� - - `------------ 1 - - — _�!___ / date Application Approved By- / U r ✓t v vy v date _ r Application Disapproved for the following reasons:—/--/------------------------------------------___________________— __—_ date -- r^' Permit No. Issued-- — v —v f / date / BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Indiv,.idual Well Constructed1( ), Altered ( ), or Repaired ( ) r r at— ' /----- X� X-//icrl— _ ®lle �f% " (�__�E-!l '�_//—/r'J%/=fi --— 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------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE -- -- - —-----_ _ _;___— -- — -- Inspector � BOARD OF HEALTH� d® TOWN OF BARNSTABLE D� Vern Con5truction'VermitNo. Fee ` ------ Permission is hereby granted--- ------------------------------------------------------------------------ to Construct (�G), Alter ( ), or Repair ( )-an Individual Well at: --- --------------------------------------------------------------- Street as shown on the application for a Well Construction Permit t� J 1 //�� y ---- Dated _— No.- ./�I __ /----- -- — / Board of Health iDATE-----------1-----7-'--'-=---r-'-- --------------------------------------- p PAIR 43w:.:terri Pl--upeer-ty 'Inquir,y `C C Account okl= 4: 2: 1 1 e n t I d re Di w 1`3 i P; C5 CEDPF" "Y"' e. -i L J T-1 e v e I c t. Lat.. 'E'iiz-ve, L:�_,. 2 A c. e-is -C F-RA"TIP3, F:'%'C)1.`,E R 1— 11 Zx s A Y e d d e d BIFEWS"FER IIA D e e,d Eja t.e ef a I,,,e r-c EF.,- y 1. B t -%H I US, F`O)BERT Jf:t Deed MMEID" D e.-e d F*,a-F 4 6, n 'lal t..ies d 1_arld:� 655-C C' B u.j. I ci i ri g 861� .1.ri d e:;.::- ',-]L'6 C) C E T-I P)R 3'T'F"EE­T' i".r n i g- L.-ast Auto Upd.' E6 J-Z,4-i. -ri2jCl_, Up l.ilt 9CIA 0: cl 1.e w d B"c:lgs..-, R e-.-.v i e v•j e d By= j­I,..'Ltc--:; A c o u 1­4"1- •a.1.:-.e n P)c I_..,.uk In t: -I:zii-Li-t-rL, I•I o,1.d c::i t'a t 11 C4 I i.A.M. I 1 .1- J.U 'X'Ivl'"I'* for. ?rlorc�,! R c)a cl I n d Narne r c 1 A + t � lC' Aa s' \ k tb� r 3.60 d? 53.8 \ # / .5 8.60 40 N 5 00 \ r,. vol! \ 45.40- ) 4 .80 SON, v/ �cP PROP. #2 C O \ a/ \ WELL \ _ #?:;•.,;,. ¢2. ....- �s� �F SF ER )INT /OF LARGE LEV LEV.=42.6 RES. 1 40 � ° 38.15 5ae•°° `• 38. / a .40 42 • 42.61,: 8.48 * z, v ! 50' fin. X o00 DETAIL VIEWT�. SCALE: 1"= 30' , i� 47X 248.90' 212.78' t „ 1" x R. 1 Department of Environmerital,Management/Division of Water Resources WATER WELL COMPLETION REPORT WELL LOCATION Address •iF 4 e','L City/Town f ! . G.S.Quadrangle Map Grid Location Owner Address WELL USE CONSOLIDATED WELL Domestic❑ Public ❑ Industrial ❑ Type of Water-bearing Rock Other Water-bearing Zones Method Drilled 1) From To 2) From To Date Drilled 3) From To 4) From To CASING Depth to Bedrock Length Diameter Type UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials Feet below land surface Sand: fine❑ medium❑ coarse❑ Date measured 1. 1 1 Gravel: fine❑ medium❑ coarser] GRAVEL PACK WELL Screen: - � Slot# , - length. from% r to, Yes ❑ No ❑ M Split Screen(or 2nd screen) WATER QUALITY TESTS MADE Slot# lenqth from to Chemical ❑ Biological ❑' Depth To Bedrock / * (y i 'I PUMP TEST Drawdown feet after pumping days I hours at GPM. How measured Recovery feet after hours. LOG of FORMATIONS COMMENTS: (On,well or water) Materials From To a cb k` r� �ffDRILLERcb r;cy Firm U fora Well Drilling Address P.Q. Box 430 City Llannout Mil 0 Registration No. ' ioperator's Signature Please print firmly BOARD, OF. HEALTH COPY iSM-2 54-176471 GROUNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: ET910 Lab ID: 7098-01 Project: Fratus Cedar Street Batch ID: - VG2-0333-W Client: Envirotech Sampled: 03-02-94 Cont/Prsv: 40mL VOA Vial/NaHSO4 Cool Received: 03-02-94 Matrix: Aqueous Analyzed: 03-08-94 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 5 Vinyl Chloride BRL 5 Bromomethane BRL 5 Chloroethane BRL 5 Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2-.Dichloroethene * BRL 1 Chloroform 2 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 1 2-Chloroethyl Vinyl Ether BRL 5 cis-1,3-Dichloropropene BRL 1 Toluene BRL 1 trans-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL i meta-and para-Xylene * BRL 1 ortho-Xylene * BRL 1 Bromoform BRL 1 1, 1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS a,a,a-Trifluorotoluene 30 31 103 % 87 - 113 1,2-Dichloroethane-d4 30 31 102 % 83 - 117 BRL = Below Reporting Limit. * Non-target compound. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). ENVYROTECH LABORATORIES, ETC. 449 Rte. 130 • Sandwich,MA 02563 (508)888-6460 • 1-800-339-6460 FAX(508)888-8457 CLIENT: Robert Fratus Jr. LOCATION: lot 1 Cedar Street W. Barnstable ADDRESS: SAMPLE DATE: 3/1/94 TIME: 4:00PM COLLECTED BY: Fred Clifford DATE RECEIVED: 1 3/2/94 SAMPLE ID: ET 910 JOB#: New Well WELL DEPTH: 100, RESULTS OF ANALYSIS: Parameters Units Recommended limit Result Coliform bacteria/100 mL (MF Method) 0 0 pH pH units 6.0-8.5 6.58 Conductance umhos/cm 500 104 Sodium mg/L 28.0 10.1 Nitrate-N mg/L 10.0 0.06 Iron mg/L 0.3 0.64 Volatile organics EPA 601/602 * ug/L 2.0 Chloroform COMMENTS: Iron level is not a health hazard, but may cause taste and staining problems. Yes No WATER IS SUITABLE FOR DRINKING P SES F R PARAMETERS TESTED. XXX Date 3 �7 * see attached j -,A� P E I { I - DRAFTING & DESIGN 8 TOWN NECK ROAD SANDWICH MA. 02563 .. 508-888-0003 7,1� ��� \ ff tdzA•a`.WLL M 5FRAPAti1% W c� \ F20M,iK G.E SIDCN AWIf5A,-,• / C.YP"W 00A97. 7. —IMAM — — — — — — - - 2 �TEEL I[#AM /Rf ®® I I ' " ' 90/PKf b II D1MJ.7" '-II I/2" ABOV (5PEC5.0Y0OM) 2 -61/4' 2 99t/2" ' 1/Z/ Y 6'-I V2" 2 1" 1, 2'-q" 2.y/ "M" ,w= I I The contractor and or home owner will M.'I•I46 NfND M!'556 pf. IC51.1 .5'G�' ���✓✓✓ I IL �I assume all responsibility eO.reYe enresC' 9'- 2". y'-�/q" / 2 to.eu;•.rsiS^ y-y^ for compliance with all 12- �tN current federal, state, f0.7E%' W.TC%" .5°,• and local codes. I�-'/?'• ---- 5•-OV " The purchaser of these II plans will be responsible to verify all elements of nrmw M'urx. [0.1gYa.. W.1'q%,•• 50,Pk' _ rr aw w/ Mtb"d M'ltlio these plans for accuracy 5� • C and dimentions prior I to actual construction. PAUL & KIM RODERICK - - - 4 _.._ __._ 15 � ABIGALE SNOW ROAD ,.-,., ,.��/," -�.q1/2:: �I/�„ yl/q:. �I �'---•� � ,,,,' __" �:-11,;�::-- -1-6y/,:.- -�':I,q"- - W. BARNSTABLE, MA. _- -- 6 ---- -- FIRST FLOOR PLAN JOB NO.: 001 1-11<'1_71(1=1,00F,rVIN SCALE:l/4"= 1 '0'* ' - - DATE: AUGUST t3 2001 SHEET OF SIX " A, PE V DRAFTING & DESIGN 8 TOWN NECK ROAD SANDWICH MA. 02563 508-888-0003 2iDDE2200� 7. MZCNS-� l9pJE L h•n"� O — — — — — -- — — — — ^'YlNtR R0.6'O' R07'b e" RO.?bye' RO.�'I")(,•' 9 e0 ve- 3'-IO I/2" O rvvr )166 4'-5/2" Z6/68 ' er. TA" FIAT LELBJG '-91/2" '-il" T•" I I 18/6B L$4 Z8/65 ,. The contractor and 5'-5/2" ,M„�. II 11 or home owner will - ""' assume all responsibility r' Ro6�/' for compliance with all -6" e�lav — — — — — current federal, state. and local codes. The purchaser of these plans will be responsible —79 5 /r Mzw ;•-a/z" I to verify all elements of NOTE: Al A 170RNE�NEAi7�R51MMI L D� I R RG.�b " these plans for accuracy 20 lP 11CK,f0 Mcf flt PONOM Of fly ^q and laps f ions prior 1MNDOWOFF 1NC POpCNR00F I / I to actual construction. 2.,6: 2.�: 2'•6" 2'•b" 2.1�26", \ I I // PAUL & KIM RODERICK / 51/9:: 6,: " /9,• \ I 20 ABIGALE SNOW ROAD W. BARNSTABLE, MA. SECOND FLOOR PLAN JOB NO.: 001 5rC0NP1100�F AN SCALE:1/4"= l'o" ' DATE: AUGUST 8 2001 SI-iLE'1' FOUR OF Six ASSESSORS MAP: $8 PARCELS: 1 & 2 LEGEND WATER WELL ZONING DISTRICT: RF ® PROPOSED H 9qy -16- EXISTING CONTOUR MINIMUM YARD SETBACKS:* co�oM- = r FR NT 30 0 e►cA EXISTING SPOT GRADE LOCUS X 18 SIDE = 15' SNOW RD RE AR = 1518- PROPOSED CONTOUR / /. - T H 1 ELL / / ,� � � \ SOIL TEST HOLE r. " �p c2j �= - FLOOD ZONE: C BARNSTABLE q SEE TEST HOLE LOG(S) sF e COMMUNITY PANEL 25001 0001 D � UTILITY POLE JULY 2, 1992 F� BENCHMARK /� G �=� ��-'_. / // � ....�', ----_P�L O�ED��• \� _ © CATCH BASIN GROUNDWATER OVERLAY DISTRICT: AP �---�\ CATCH BASIN �/ TILITY �l �� -- ��1�� �__�,y �- ��b N PLAN REF: BOOK 558 PAGE 13 133 - -'" ..��'- -`'- ' PLAN REF: BOOK 556 PAGE 38 I,(3CUS MAP �; ELEV 122.80 _ _-- NOT ALL SYM©OLS MAV APPEAR IN DRAWING SCALE. j�•pg ATV R 5 5.00 �-,�-�-f *VERIFY WITH TOWN OFFICIALS . - - N ' _ r �i -�_ ECTR �V ED GE P AV __ - -� r- _ ,r ACCESS COVER (WATERTIGHT) TO RAN ' �\ �2� 122. ACCESS COVER TO WITHIN 6 of FIN• GRADE - -- " 1�� TOP OF FNDN AT EL. 123.5' WITHIN 6" OF FIN. GRADE 3OdR�� C�(� ��A� `-` / �2� \ r d•2, / GROUND SURFACE AT EL. 124.8't �/GROUND ' 1zo- .- \ / �� SURFACE SURFACE AT EL. 120.Ort GROUND SURFACE AT EL. 120.0 t �_126_j -�Z / r / GROUND S r MINIMUM .75 OF COVER OVER PRECAST 2% LOPE REQUIRED OVER SYSTEM 9 Cp ` AT EL. 12 3.2 t . n w 1 1 I TONE FAUN PPE L EL 2 DOUBLE WASHED PEAS TONE� D _ 12 SE- ,.- � R FIRST 2 I - 5 FOR , 0 _ S / P �2 -P ,- 0 N � . 11 .0 ELL / PR 0� AND PROPOSED 1,500 7 -� P N s 120.5 0 PTI / `( 05. GALLON SE C 119.8 120. o -10 }TANK (H GAS 116.55, 1 6.5 3.s A SIDES- BAFFLE 7 2• o ENDSCLUST \ J`a .(� / � -s r o00o coo 00000 � � /O r F FLOW = 4 �4 DEPTH 0 _ r, 2 z o HANICA� � M C H STONE OR E a 6 CRUSHED ED 1 1 5 \ �` {� TEE SIZES: O 1 2 1 O ti r IN COMPACTION. (15.22 [ ]) g 48 Q 1 14.5 = OW FLOW L E �' DEPTH 1 MIN EL T 3 INLE DE 0 B � 8 0 T z/ l ? OUTLET DEPTH = 14' MIN BELOW FLOW LINE /4 TO 1 1/2 DOUBLE WASHED STONE P MIN 1 , SLOE - - -,� fy 1 (MIN 2% SLOPE) (MIN 1% SLOPE) ( ) 5.5, - -- FOUNDATION 17 SEPTIC TANK 120----Dr BOX 7 LEACHING FACILITY N 1 P OP05ED 1,500 GALLON 109.0 Z p EPTIC TANK - CENTER TEES (TYP.) PROFILE BOTTOM OF TEST HOLE AT EL. 3 / TH2 SYSTEM � 6 A 0 (NOT TO SCALE) `- A - E 1 0 e N C o > / c�, s f--r 12a �O , TH2 » TH1 DEPTH (!N.} ELEVATION ENATION {FT. ) DEPTH (IN ELEVATION {FT.) 121.50.0 0 12 0 _- - \ o \: ORG/SANDY LOAM -TN .�--- - _�' _,.-r- e i TRAT RS _ ORG/SAR D� LOAM 1.5 YR R (6) HIr, OPACITY .!`J. I. 0 , _ r.._ _ . _ �" �._ _ 121.C1 '' �'-�.'..�1�' _ _..,.��._.----- _ �.- ..ram�•- �.----- - ---. , , �. a.� � ��..7J OF STONE AT THE SIDES, 2 AT THE E t- I i DATE: MARCH 20, 91, ,AND 14" BENEATH MEDIUM SAND � 2001 P S f,OA.Ivr3 SAND � 24- 28" VARIGATEp 7.5 YR 5/8„ 1� YR 4/�? ENGINEER: ARNE, H, QJALA, PE, L 10 YR 5/6 30 117.5 WITNESS: GLEN HARRINGTON, RS 28 119.17 N r- ' r r Bw EXCAVATOR: BORTOLOTTI G m --_r t �/ II ► LOAMY SAND M/C SAND & GRAVEL - --- --- �I �o \ 2.5Y64 YR 117 36" 10 5/6 117.0 SOIL CLASS: I !, , C1 II t � FzEs����. •� t r LOAMY SAND . / PERC RATE: <5 MIN./INCH 16i oZ: 76" 2.5 Y 6/4 113.67 TOP PERC: 72" -� / C2 /C MED COARSE SAND � I t, „ 12� 132 2.5 YR 7/3 109A 126 111.0 t NO WATER FOUND NO WATER FOUND ��� NOTES: I _ HOLE DOGS TEST H I 1, THE LOCA TION OF EXISTING UNDERGROU ND UTILITIES SHOWN WN ON NOT TO 5GE t, S I PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS TH IS / Q SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 I / , 1 HOUR NOTIFICATION To DIG SAFE (1 S O% --$$8-344-7233) AND ANY THE I OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT TH IN A FOR VERIFICATION OF LOCATIONS. ,E CONSTRUCTION AREA E I IC SYSTEM ®ESIG� DATA 2. MUNI MUNICIPAL WATER IS U NAVAL„ABLE.SEPT 3. ALL SEPTIC WORK AND MATERIALS To CONFORM TO 310 CMR SEPTIC DESIGN: (GARBAGE DtsPOSE:R IS NOT ALLOWED) 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATIONS. i PER FO OT. I 1 PIPE PITCH TO BE 1 $ E 00 . MINIMUM P C MIN E , i 440 PD 4. MU / P G 1 D 1 0 G � t DESIGN FLOW. 4 BEDROOMS ( ) I H-1 H 0• IT T AAS 0 4r PRECAST 0 B A PRGS UNITS E SEPTIC TANK: 440 GPD ( 2 ) = 880 5. DESIGN LOADING FOR ALL E / 6. PIPE JOINTS TO BE MADE WATERTIGHT.HT.ERT G N SEPTIC TANK A L SE 1 500 GALLON USE A FOR LEVELNESS. -BOX EVE E WATER TEST p BO O L I , 7. E i i i LEACHING: 8. THIS PLAN. IS FOR .PROPOSED WORK ONLY AND NOT TO BE , r BOTTOM: 41.5 X 9.83 = 408 S..'F. r T LINE STAKING. III - iI SIDES: 2(41 .5 + 9.83) X 2 - ;205`S.F. USED FORLOT L 9. PIPE FOR SEPTIC SYSTEM To BE SCH. 40-4" PVC, TOTAL: 613 S.F. X 0.74 LTAR = 454 GPp > 440 O.K. A KFI L D OR CONCEALED WITHOUT I T T E B C L E r COMPONENTS NO O B 1 0 r 0. CO TRAT R / AP�ACITY INFIL 0 ,. H AN PERMISSION OBTAINED I HIGH T H C H D E W F 6 G AR OF HEALTH N Y BOARD USE (1) ,RO 0 ( ) � INSPECTION B B AT TH NDS E r SIDES, 2 E , N A T THE S @E I / WITH 3.5 OF STONE FROM BOARD OF HEALTH. AND 14" BENEATH Eb OVER 11 . pNO ROPOSEbESYo SYSTEM, EQUIPMENT ALLOW i 12, VERTICAL DATUM APPROXIMATED FROM QUAD 8 r i • , I I LOT , / 81,469 Ft C 7 f 1. A 8 E TITLE 5 SITE PLAN 9 o F S 0 508 6 off -3 2-4541, S x fa OS 362-988 0 ` 5 W LOT 1 ABIGALE SN o RO AD IN THE TOWN OF: 1 rin inc.t'1 inee , down cope e WEST BARNSTABLE engineering, PREPARED FOR: I �+ tT H 0orSITE PLAN CIVIL ENGINEERS TIM PEARS NMARKW OOD , SCALE: 1" - 30'S R N M H ,t QAL4 ARNE q�G: LAND SURVEYORS m Q N I H. 30 60 90 F 30--, 0_ I o. BOARD OF HEALTH ssrp �a " 939 main st, yat moLth, ma 02675 II I MA APRIL 2, 2001 V D ' 0 APPR 0 E DATE SCALE: = 30 DATE: ARNE H. OJ PLS D'TE I I 100- 109 L1 - I LEGEND ASSESSORS MAP: 88 PARCELS: 1 & 2 ® PROPOSED WATER WELL ZONING DISTRICT: RF --16- EXISTING CONTOUR MINIMUM YARD SETBACKS:* H e�yco< f 0 N FRONT = 30, r X 16 EXISTING SPOT GRADE SIDE 15 LOCUS erA�E !3 RvrvJw / / �- O N -16-- PROPOSED CONTOUR = ' SNOW RD N ELL 1 '1 TH1 SOIL TEST HOLE SEE TEST HOLE LOG(5) FLOOD ZONE: C BARNSTABLE o Foy s P l~ �1 UTILITY POLE COMMUNITY PANEL 25001 0001 D p �' T BENCHMARK /� G 5 --' JULY 2, 1992 F IN _ CATCH BASIN GROUNDWATER OVERLAY DISTRICT: AP CATCH SAS 133`' 0132 ^ N ELEV 122.80' �'' TILITY -,,-'' _..._-..-.--� -_ - "" PLAN'' REF: BOOK 558 PAGE 13 LOCUS MAP ERA ��� '.'+�^ �'- ``/\6' NOT ALL SYMBOLS MAY APPEAR IN DRAWING PLAN REF: BOOK 556 PAGE 38 scams: N7'S r EC, V 'EAN f '� .� --- A 30.._-= R 5 5.00 �- N *VERIFY WITH TOWN OFFICIALS N Ozzt _�LECTR EDGE PAVr@ _ _ --- 1ti5�- - ,- °� RAN _ „ 122 ,�3 ACCESS COVER WATERTIGHT TO CQ -Q;--�1 L r �� 21 0 ~ C ] 1�� TOP OF FNDN AT EL. 123.5' ACCESS COVER TO WITHIN 6 10� $I GRADE r . WITHIN 6" OF FIN. GRADE i � \ GROUND SURFACE A EL. 2 . GROUND SURFACE AT EL. 120.0 f GROUND SURFACE AT EL. 120.0 t 126-�/ / `, ''� �'120 119�� %i GROUND SURFACE :: MINIMUM .75' OF COVER OVER PRECAST AT EL. 123.2 t 2% SLOPE REQUIRED OVER SYSTEM r 1 EaL � � � / � i��� RUN PIPE LEVEL 2 DOUBLE WASHED PEASTONE OP 0F FNp N �s ,2 PROPOSED 1,5 10 5 2 FOR FIRST 2 117.0' a T . TILT Y 120.05' GALLON KN(H SEPTIC 1 19.8 C L U S T f' �`� �.` _ AA L 116.7 ' �'�' 116.55' 0 116.5' 0 3.5' 9 SIDES, Apo 0 _ 2' ® ENDS -115 'a,IV -F- -b � 0 ~`�•` DEPTH OF FLOW = 4' � "�CRUSHEDSTONE OR MECHANICAL 2 S i TEE SIZES: T �i INLET DEPTH = 10" ,MIN BELOW FLOW LINE COMPACION. (1�.221 �2]) g 14" 8 0 114.5' �� Q 0 �122 OUTLET DEPTH = 14 MIN BELOW FLOW LINE LL i 1 WASHED N W T� / 3 4 TO 1 2 DOUBLE S ED S O E (MIN 2% SLOPE) (MIN 1% SLOPE) (MIN 17, SLOPE) -ors FOUNDATION 17' SEPTIC TANK 120 D' BOX 7' LEACHING FACILITY 5.5 P OPOSED 1,500 GALL.ON EPTIC TANK - CENTEIR TEES (TYP.) SYSTEM PROFILE O TH2 - BOTTOM OF TEST HOLE AT EL. 109.0' 36�, 8 E 1 0 A 0 ' - (NOT TO SCALE) -80 s, DLL , N �O Y, DEPTH IN, TH 1 ELEVATION FT. DEPTH IN,. TH2 ELEVATION FT. -,// ----- - -" `- / 0" 120.0 0" 121.5 s' H 0 0 Y R AN Y AM R A AM S D 0 0 S ND L OG L G 0 , ----' ' (, / (6) HIGH CAPACITY INFILTRATORS r I AT 'TH 20" 7.5 YR 2.5/2 118.33 wa. - 6" - 7.5 'YR 2.5/2 1 21.0 D BOX -"'` '-r'� '"r I OF STONE AT THE ':SIDES,DES, 2' E E - 9 ND 14 BENEATH LL MEDIUM SAND ' DATE: MARCH 20, 2001 LOAMY SAND 24-28" VARIGA'fED 7.5 YR 5/8 r- � � 30 10 YR 4/2, ENGINEER: ARNE H. OJALA, PE, PLS 28" 10 YR 5/6 . T 7 i 117.5 WITNESS:' GLE9 HARRINGTON, RS C1 119.17 . _ Bw i -- EXCAVATOR: ORTOLOTT -- 6 © I �O LOAMY SAND M/C SAND & GRAVEL - _117 10 YR 5/6 2.5 Y 6/4 > > ^ 36 " C1 117.0 SOIL CLASS: I FLE N LOAMY SAND ozI PERC RATE: <5 MIN./INCH _11a 2.5 Y 6/4 76" 113.67 TOP PERC: 72„ C2 122 �tik MED/COARSE SAND " 2.5 YR 7/3 132 126" 111.0 i NO WATER FOUND 109.0 NO WATER FOUND TEST HOLE LOGS NOTES: � ►p (NOT TO SCALE) 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIE'S SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS i S SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 I 1 THE i ;O; HOUR NOTIFICATION TO DIG SAFE (1 -888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT / t D SIGN DATA IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. SEPTIC SYSTEM E DA 2, MUNICIPAL WATER IS UNAVAILABLE, 3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR i I SEPTIC DESIGN: (GARBAGE DISP°SIER IS NOT ALLOWED) 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATIONS. DESIGN FLOW: 4 BEDROOMS (1 110 GPD) = 440 GPD 4. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT, If SEPTIC TANK: 440 GPD ( 2 ) 880 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10. USE A 1500 GALLON SEPTIC TANK 6. PIPE JOINTS TO BE MADE WATERTIGHT. LEACHING: 7. WATER TEST D-BOX FOR LEVELNESS. i I I 8. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE BOTTOM: 41.5 X 9.83 = 408 S.F. SIDES: 2(41 .5 + 9.83) X 2 = 205 S.F. L USED FOR LOT LINE STAKING. TOTAL: 613 S.F. X 0.74 LTAR = 454 GPp > 440 U.K. 9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT USE (1) ROW OF (6) HIGH CAPACITY INFILTRATORS WITH 3.5' OF STONE AT THE SIDES, 2' AT THE ENDS, INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH, it� AND 14" BENEATH 11 . NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER / PROPOSED SYSTEM. $$ /� it 12. VERTICAL DATUM APPROXIMATED FROM QUAD I ' L T 1 j 81,469 Ft i 1.87 AC Ef �9 TITLE 5 SITE PLAN JS gaff 508-362-4541 OF faX 508 362-9880 LOT 1 - ABIGALE SNOW ROAD IN THE TOWN OF: SITE cape engineering, Inc. WEST BARNSTABLE S I T E PLAN �EptTH Of PREPARED FOR: ' �� CIVIL ENIGINEERS A 1 0 �SCALE: 3 � "�, A F RN � �� o ., � TIM PEARSON MARKWOOD QjA1,4 ��L A,JgC vit H. ARNE s LAND SL.,IRVEYORS � 2 3 3 0 0 0 60 90 f C/ REp Q N BOARD OF HEALTH 939 main st. yarmouth, ma 02675 MA o SCALE: 1>, = 30' DATE: APRIL 2 2001 OU-- 1 09--1 _1 _ - - _ _ ARNE, H. OJ PLS DATE _... _ r - - _ _ - -- APPROVED A . \ 50.5 TOP FOUNDATION 49.5 F.F. = SEWAGE SYSTEM PROFILE & DETAILS / 3.60 NOT TO SCALE 53.8 FINISH GRADE= 41.5 FINISH GRADE FINISH GRADE FINISH GRADE 2.0 C.F.= 42.0 D OVER TANK= _ OVER " "BOX= 41.0 OVER LEACH PIT- 4 o CLEAN BACKFILL » ISERS TO 5 8.60 WITHINUSE USE 01I2'R OF FETE RNISH To GRADE --PEASTONE 5 00 GENERAL NOTES r ,C��\ 10 TEE ,. 14"TEE 1 1. ALL ELEVATIONS SHOWN ARE INV.-/ 38.75 ,'.T 000000000000 �2 8 \s ASSUMED. , » 38.5 I 49.30 A 39.0 40 38.0 1000000000000 2. ALL PIPES IN THE SYSTEM TO BE LEVEL 38.17 °Is BOXnoN 37.5 36" 1000000000000, 36" CAST IRON OR SCHEDULE 40 P.V.C. Ld • 45.40 o 1000 GALLON SEPTIC TANK z � UNSUITABLE MATERIAL N I000000000000 4 .80 g I N/A 3. REMOVE ALL UNSU T II BENEATH THE INVERT ELEVATION SET LEVEL o 10000000000001 0 PROP. �O FOR A RADIUS OF AND BACKFILL 31.5 a f 000000000000� a BENCH Mf',RK: 42•_.� #z \, O. `� �/ IC WELL 4C W/ CLEAN COARSE GRANULAR MATERIAL. of PIT 3 OOO0000000001 3 HIGHEST F OINT OF LARGE s �� �` SERV 4. ALL BACKFILL SHALL BE CLEAN BOULDER ';ELEV.=42.6 Ip o O O`'� '\ �' Sp ,,�QO COARSE GRANULAR MATERIAL FREE i� -9 4 RES. �PG� �4 ` t.. FROM DEBRIS & LARGE STONES. 0i 1.2• 5. CHRISTOPHER COSTA & Assoc. • 38.15 5 °° \ MUST BE NOTIFIED WHEN THE ► • 38- �`� - k� 9.50 SYSTEM IS INSTALLED PRIOR TO USE A 6X6 PIT WITH 36 0 / BACKFILLING FOR INSPECTION. OF STONE ALL AROUND ------ 6. UNLESS OTHERWISE NOTED ALL 40 DESIGN CRITERIA `r•. 'f . �/ / SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH f NUMBER OF BEDROOMS 3 `.�•�JI•;� ` �--% � / / MASSACHUSETTS TITLE V SANITARY, PERSONS PER . BEDROOM 2 42 SEWER CODE AND LOCAL RULES 55 42.61 - ' �.--�' WHICH MAY BE APPLICABLE IN A DAILY FLOW PER PERSON 330 G.P.D. /r OP / WORKMAN-LIKE MANNER. LEACHING REQUIRED 678 G.P.D. i / 48.48 /�L. / LEACHING PROVIDED 7. THIS LOT IS NOT 1N THE FLOOD PLAIN. CALCULATIONS 8. A GARBAGE GRINDER WILL NOT BE 2 pc '•�0 STEM. BOTTOM - 0.785 D K = 113 INSTALLED ON THE SYSTEM. . NO CHANGES SHALL BE MADE TO THIS PLAN _ / 9 SIDE = 3.14 D H K = 565 DETAIL TA'I L VI E W WITHOUT PRIOR APPROVAL FROM CHRISTOPHER GALLONS PER DAY - 678 SCALE. 1 = 30 COSTA & Assoc. ---� :47 'I SO ILS LOGS 327.53' 0„ 39.0 PIT # 1 0" 41.5 PIT 1 2 48.90' TOP & TOP & 212.78, 68.15' 54"34.5 SUBSOIL 42"38.0 SUBSOIL 375.95' ' MEDIUM MEDIUM TO FINE TO FINE SAND w/ •SAND w/ ' LARGE LARGE o STONES STONES N LO Nrn N 178p 24.2 NO WATER 174"27.0 NO WATER J PERCOLATION RATE _< 2 MIN./INCH P1-1RC.UL 53.60 OBSERVATIONS BY: EDWARD BERRY 1 2.23 acres 538,• � DATE TESTED: 2/1 f 94 Ij to • 8`58`� 60 � F t i 49.305�, �h'DOS 41. 0 427' .40 • �, • 38.15 41 23 �+ ' 3 - 9.50 7.40 -IDA . 42. 1---- i Gj Y 497, ' � APPLICANT: ROBERT FRATUS Jr. EXIST.:.:...., . WOOD ROAD PROPOSED DWELLING LOCATION PROPOSED SEWAGE SYSTEM LOCATION tK 710.9 5' r� s� a _ 68.36 141.85' �`��. F ss °f q PARCEL 1 CEDAR STREET O�� o Co Gm � �.HRISTOPHER J s w � COSTA WEST BARNSTABLE, MASS. IVIL 4,, .37142 s• � No. ' PLAN VIEW ` �o� sTCP�° F��;� SCALE: AS NOTED DATE: 2/1 /94 FRAT-SEW LEGEND ., '`��sroNa��� �� .,»;�„�,►,•�+'" SCALE: 1 = 50 PROP. SPOT ELEV. = 49X0 DRAWN BY: J.A.B. CHECKED BY: C.C. JOB NO.: EXIST. SPOT ELEV. = 42.61 CHRISTOPHER COSTA & assoc. PROP. CONTOUR = ..^.r 46 EXIST. CONTOUR = 46 ASSESSORS MAP #88 PLOT # 2 PARCEL # 1 PERMIT # P-8174 P.O. Box 128 / 465 Main St., East Falmouth, Ma. TOP / FOUNDATION 49.5 F.F.= 50.5 SEWAGE SYSTEM PROFILE & DETAILS / 3.60 53.8 NOT TO SCALE ` FINISH GRADE= 41.5 FINISH GRADE FINISH GRADE FINISH GRADE C.F.-1:42.0 OVER TANK=40.5 OVER "D"BOx= 41.0 OVER LEACH PITS 42.0 F /,y CLEAN BACKFILL USE CONCRETE RISERS TO "PEASTONE 5 �0 5 00 8.60 ` GENERAL NOTES �-- WITHIN 12" OF FINISH GRADE -- •__ T, _• __ � � �! � �\ � GENERA 1 o"TEE �4"TEE --- ` -j 42 '~ / j �� 49.3 �s 1. ALL ELEVATIONS SHOWN ARE INV. 38.75 T �38.5 000000000000 0 ASSUMED. 39.0 40 \38.0 000000000000I DISTRIBUTION „2. ALL PIPES IN THE SYSTEM TO BE LE�� 38.17 Box 37.5 36 �000000000000 36 .... CAST IRON OR SCHEDULE 40 P.V.-C. 45.40 ``o o �\ Gfi 1000 GALLON SEPTIC TANK o I000000000000I oz 4 .80 g/ I Q N/A 3. REMOVE ALL UNSUITABLE MATERIAL N � N J O QO BENEATH THE INVERT ELEVATION _'-SET LEVEL o 1000000000000 a PROP FOR A RADIUS OF AND BACKfFILL = 000000000000 = BENCH M',RK: 2 < g/ WELL W CLEAN COARSE GRANULAR MATERIAL. `" '� \. 3 000000000000' 3 �.- # � O- / BOTTOM 31.5 a a HIGHEST 'bOINT OF LARGE �'� ` ` _ �5���`rF` SERVIC `10 OF PIT 4. ALL BACKFILL SHALL BE CLEAN BOULDER ELEV.=42.6 r ' o� �� �� '4�, �� COARSE GRANULAR MATERIAL FRIEE l RES. �a� \�P �-9 FROM DEBRIS & LARGE STONES. 40o0 5. CHRISTOPHER COSTA & Assoc. • 38.15 �� MUST BE, NOTIFIED 'WHEN THE • : - V may/ � �. .e 38. D� _ { 9 % SYSTEM IS INSTALLED PRIOR TO USE A 6X6 PIT WITH 36)f J j BACKFILLING FOR INSPECTION. OF STONE ALL AROUND 44 " -- =="� �` - .40 6. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE DESIGN CRITERIA INSTALLED IN ACCORDANCE WITH �/� ,,l / MASSACHUSETTS TITLE V SANITAIRY NUMBER OF BEDROOMS 3 42 '�--�- y ,.,,....•-~'f ��1�,• l SEWER. CODE AND LOCAL RULES PERSONS PER BEDROOM 55 DAILY FLOW PER PERSON • 42.61 , WHICH MAY BE APPLICABLE IN X 330 G.P.D. � -'"J ,�., �QO � LEACHING REQUIRED �c /''• � •q.g,q.g /�C� WORKMAN-LIKE MANNER. LEACHING PROVIDED 678 G.P.D. / 7. THIS LOT IS NOT IN THE FLOOD PLAIN. o� CALCULATIONS 50 8. A GARBAGE GRINDER WILL NOT BIE INSTALLED ON THE SYSTEM. BOTTOM = 0.785 D2 K = 113 �, DO 9. NO CHANGES SHALL BE MADE TO, THIS PLAN SIDE = 3.14 D H K = 565 DETAIL VIEW WITHOUT PRIOR APPROVAL FROM CHRISTOPHER GALLONS PER DAY = 678 SCALE: 1"= 30' COSTA & Assoc. 47 SOILS LOGS 327.53' 39.0 PIT 1 41.5 PIT : 1 248.90' 212.78' 0" TOP & 0" TOP & _. _ SUBSOIL SUBSOIL `•\• 168.15' 54„34.5 42"38.0 S _ - -- 5, 375.9 w MEDIUM MEDIUM N TO FINE TO FIN• E SAND w/ SAND w/ LARGE LARGE iz� o STONES STONES LO N Il N 178" 24.2 NO WATER 174"27.0 NO WATER J PARCY . 53.60 PERCOLATION RATE _< 2 MIN./INCH OBSERVATIONS BY: EDWARD BERRY 12.23 acres 53.8 DATE TESTED: 2/1/94 to - 8: s so g. ti F O --.� 49.30 ism l lb oo O 41. 0 \ o�p 427' � ,� •., 8.40 1u, 41\ • 23 38.15 • - 3 9.50 7.4 / �DA_.._..•--� ram.,-"i •� '� ��6 0� �j 42. 1 / • ,•4, .48 �9>• �� L - ' .50 P� APPLICANT: ROBERT FRATUS Jr. EXIST. wooD ROAD PROPOSED DWELLING LOCATION N�; PROPOSED SEWAGE SYSTEM LOCATION 141.85 �� s �P qss PARCEL 1 CEDAR STREET � � R ,J'�' .T � ��R9S r y� � `� >•I'A WEST BARNSTABLE, MASS. Co�I`diL �� " COfI A > 7142 X' No. s rC��o tiQo SCALE: AS NOTED DATE: 2/1 /94 FRAT-SEW .�, 3 PLAN VIEW ��, LEGEND o S .. � r �.w.+n+rr7� DRAWN BY: J.A.B. CHECKED BY: C.C. JOB NO.: SCALE: 1 = 50 � '�1�w��v� 49X0 - PROP. SPOT ELEV. - EXIST. SPOT ELEV. = 42.61 CHRISTOPHER COSTA & assoc. PROP. CONTOUR = .ter 46 EXIST. CONTOUR = 46 ASSESSORS MAP # 88 PLOT # 2 PARCEL #1_ PERMIT # P-8174 P.O. Box 128 / 465 Main St., East Falmouth, Ma. �""�"` _ I