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0132 LOMBARD AVENUE - Health
132 Lombard Avenue West Barnstable A= 155 =012 1 CERTIFICATE OF ANALYSIS Page: 1 c !. Barnstable County Health!Laboratory Reoorr ?je re F®r: Reporl Dated, 31124007 Sally Desmond j Desmond Well Drilling Order No.: G0739730 P 0 Box Z183 _._.._,...._....0rlean; MA 02653 Laboratory IA#: 0739730-01 . Desvipilow hater-Drinking water Saw PIttl: Sampling Leeadaa; 133 Lombdrtl 4ve,W.13wrnstable,MA t:allactid: 31&2007 Coliceted try. Oosm*ad Wel Map 155 Parull 12 l3cceived; 3.r8ld007 EPA 524,2- Voiatrle Organics by GC.lms -1T M----- .____..N ALUTI1.. _ ALL M41W D101-1l0rodif DrOMethtne ND ugR 0.9 EPA 3242 ya 318.!20)7 �i110rt):Ttcth�lit ND ug,L 0:5 EPA'24 2 yi 31e12007 Vinyl chloride ND USA, 0.5 2.0 EPA.242 yn 3,W2007 Bro-nomwUne ND -wL 0.5 EPA$24.2 yn 3,812C0-J i,l,l,Z-l"etrachiorcet`tane ND ugJL 0J EPA$24.2 yn M1207 i,1,1-Trichlorwhane ND uy/G 0.5 200 EPA 524.2 yn 31ErZ007 1,1,2,2-Tetrachleroethant: AND 44 o,5 EPA 52C,2 yn 3912Co7 1,1,2-Trichloroe:ltane ND 41L 0.5 so EPA 524.2 yn 31$12007 ?,t-Diehloroetrsne ND ug/L 0.3 BPA 524,2 yn 31 (20o7 t I,t-Di0,11oroethem ND jVL •G.5 7.t3 EPA$24.2 ya 34=157 I{ i,!-l3ichioropropenc ND uglL a.s EPAS212 ya 31s/2007 t,2,3-Trich1ar*be=- ne ND ug/i 0.5 6PAS242 yn 3/ti12007 1,2,3-T'i6hioralprOpazae ND ug/L 0.5 EPA 524.2 yn 3X2007 l,'y,4•Trichlmrobettune ND •VVL 0.5 70 EPA 524.2 ya 318r2007 i,2,4•Tritnet!^yllxnaene lVD q1L. 0.5 EPA 524.2 yn 341200t = l,Z-l7ibromo-3-chlGrop~tspane ND t:grl' 0.5 EPA324.2 yn 3/8?2307 i Dibrorroettane(EiDB) 111) - uglL as EPA 324.2 yn 3812007 l,2-Mealerobenzene ND veL 0.5 600 EPA52a.1 yn 3VV2007 1,2•Dichloroethane NO 1L 0,5 S.0 EPA 52`.2 yn i/112037 } i,2-D:chloccpropara ND .g,L 04 EPA$24.1 yr. 3112007 1,3,3-T*irrcthylvt azere NO LS& 0.5 EPA 524,E yr. 31201)? i,3•l7ichlorobenaene ND ugrL 0.5 EPA 524.E yr 3/312057 3 1,3-UichlaroproF to ND uy/L o.5 EPA 524.2 yn 31V2007 l,4•)7icllioraoertzenr NI? u41 0.5 50 EPA124.2 yr. VV201 ?•.Diehloropropane ND UvL 03 EPA 524.2 yri $1412037 2-Zhlorotoluene ND AWL 0.5 EPAS24.2 yn Min)? i1 4-Ci;twoto!ucnc ND UWL 015 UA32a.2 yn 3i8,'2007 j Ben2ere IND ug,Z 0.3 5,0 EPA124.2 yn 31MUT i Bronaohenzens ND ui'L 0.5 EPA 524.E >� 7'fQtJCt 1 Bromochloromethere NO 4L 0.5 SPAS34.2 yn 311112)V ! Bromod.chloromclhane ND uglL 0.5 EPA 524.2 ya 31&2007 >3r�Clo?sSr1T9 ND ugrc. 03 B?A524.1 yn VIVOT VD Nonr Dowsed RL - Reporting Limit h`CL. Mauirmam Ccmiawraint Laroi I Superior Court House, PC.Box 427, Barnstable, MA 02630 Pb:$08-375.6605 t 1 i CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Re -op rt Fr*pjrM Fo:°. Rmped 044 ed: '(1ZW, Sally D"MorAd 1besmond Woil®rifling Order No.: G8739730 P 0 Box 2793 _ 0sicam. MA 02653 gra gym: 0739730.01 DUCKpdN: Wow-1163wa$water Swaaple rq: Smiling Location. 132 Lombard Ave.W.Barasttble.MA Gblbeted: �PB,'Zfl01 CelteereJ b]= Dpraon4 Wd dlap IBSParcel 17 KeeveA: aliif2007 �Olillfi�' . I3 14K 5 T kbm.� BL IVL meakad-W :C Nitrate as Nitrogen 2.9 M 4 0.10 0 EAa3C0o �/8ROU7 Copper ND n,ax. 0.10 13 SM 3111 B 3�9noo� Iron ND n1ox 0.10 03 Will19 bNn011% Sodium 32 mgR. iA :4 SM3111B 31Sfl001 Total Coliform AbBeot PIA a -0 5hl9273 3!>iflZOd9 condumence 2" EPA 120.1 34407 pH-unite >} EPA13a.1 3lBI'd0�7 Sadiujn leYsi it shave astrxie�awtr conrzmdxaRt rmv4i Viose OR it low sods"m dtrl eel+wish re eoxsaft a physic' Approved By- (La irettcr) I , ND=None D*c4cd AL - Reporting Limit MCL-Maniatum Cantea:10ea::.evt1 Superior Court House, PO.Box 427, Brrastptrle. NIA 0430 Ph;508.375.6605 _ .. .. ... _...� ...---�.---v ..rr..w.-V. •. r .vr r��r :y V{II♦LJI VVJ ,� � ALYSS CERTIFICATE �F A Paz 2 4., Barnstable Coubty Health Laboratory 4 ' , l aall;t ;Prepared For: Report Dotedi 342aM Sally Desmond 4 Desm. and Well DrillinS Order No.: C 739730 P O Box 2783 } Orleans, MA 02653 [ La ratArw_ID 0139730-01 pescriptiun. Waiter-Drinking Water I Sapp$: Sampl.-ng Location: 133 Lombard Are.W.11smitabfe,MA co&ctedi 3164007 i I C'oliectrd by: Cc:ttnond we RQap 155 Parcel 12 tzeeoive8: 3>eao87 EPA 524.2- Volatile Orgirnies by GGMS ITEM 7 AL MCL hletftad N AnUIXSI 10.E .. Tom. Carbon tetrachloride NO uVL os so rPA 124.2 yn U812007 C:rlorobenzere ND w(yL 0.5 100 EPA$24.2 yn 3r813007 C:rloroethltuie NO ug/L G.3 EPA$24.2 Y,, M12007 Chloroforrr: ND u&'L 0.5 80 EPA 524.2 yn 34"Zo07 ais-1.2•Dichloroethene ND j&t 0.5 X £PA 524.2 yr, 3t812001 cos-1,3•Dichloropropene ND tiWL 0.5 EPA M.2 yn 318,2007 Dibrornochioromethane ND ug+L 13 EPA 524.2 yn 34=07 Dibromoraethttre ND upL a VA Z4.2 yn 3t812007 Etliylbenzene ND U&t 0.5 700 :PA 524.2 yn 318f2007 Fiaxachlorobutadies,e ND uelL 0.1 EPA 524.2 yn U811007 tsopropylbenzene AID *L 0.5 EPA$24.2 yn 310007 lilethylelle chloride ND ugrt 0.5 5.0 EPA$24.2 yn 310007 Methyl-ert-butyl:ether NO US/L a.5 EPA 324.2 yn ?/32907 l�aphthaisna ND u®11 o.s SPA 524.1 yn 3,112007 ~.-Butylbeazene NO uti/L 0.5 EPA s24.2 yn :8P:a07 n-Propylbenzene NO uyL 015 ',:?A$24.2 yn 3l8f3007 p-Isopropyltoluent NO u81L 0.5 EPA 524.2 yn 3 8<1007 sec-Buyl'oen2en€ rin ug/L 0.5 EPA 524.2 yn 31811007 Styrene ND u£1t. 0.5 00 EPA 524.2 yn 3+1=7 wrt-3utylbenzere ND ugh. 0.5 5PA 524.2 ya 3/8MC17 Tetracl',loroethene ND uS/L 0.5 5.0 E?A 124.2 yn 3140V Toluene NO uarl.. C.3 1090 EPA 32C2 yn M2007 Total xyleres NO UWL' p s caeca E?A 524.2 yn 31at200't I trans-),2-3^iich;orOe:fEt lte NO u jVL 0.5 i 0G EPA$24.2 yn 3t8r2oG7 trans-�,3-Dich loropropene NO ug+L 0.5 EPA 524.2 yn 3BJ2007 i TrichlDrowhene ND ug+L 0.5 5.0 EPA 524.2 ,yn 3184007 ! TricltJorofluocotnet4ttnc ND ua2 0.5 EPA 524.2 yr 3 8I1oG7 Sodium tpve!is abnve rrrazirarrm coxtantfraRt teveJ now 0"a tow soQlum diet Mery wok to ca4s1111 a physician. i i Approved 3y* , (l.eb lreoaor)� NJ=None Deneted RL a Report ng Uirit MCL a Maximum Contaminant Level Superior Cou rt House, PO.Box427, Barnstable, MA 02630 Pb: 508.3754"S 03/11/2007 MON 15: 14 FAX 5083627103-Barnstable CTY HealthLab --- BARNSTABLE HEALTH 12001/003 k I CERTIFICATE OF ANALYSISPage: 1 Barnstable County Health Laboratory Report Prepared For: Report Dated: 3/12/2007 I` Sally Desmond Desmond Well Drilling Order No.: G0739730 i f P O Box 2783 Orleans, MA 02653 Laboratory ID#: 0739730-01 Description: Water-Drinking Water Sample#: Sampling Location: 132 Lombard Ave.W.Barnstable,MA Collected: 3/8/2007 p Collected by: Desmond Wel Ma 155 Parcel 12 Received: 3/8/2007 Routine E ITEM RESULT UNITS RL MCL Method# Tested �Nitrate as Nitrogen 2.8 mg/L 0.10 10 EPA 300.0 3/8/2007 Copper ND mg/L 0.10 1.3 SM3111B 3/9/2007 Iron ND mg/L 0.10 0.3 SM3111B 3/9/2007 Sodium 32 mg/L 1.0 20 SM3111B 3/9/2007 Total Coliform Absent P/A 0 0 SM9223 3/8/2007 Conductance 290 umohs/cm 2.0 EPA 120.1 3/8/2007 pH 6.1 pH-units 0 EPA 150.1 3/8/2007 Sodium level is above►naximu►n contantinnttt level.-Those on a low sodium diet may wish to consult_a plrysician� Approved By, f (La irector) I I i {I f i f i I I ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 03/1>/2007 MON 15: 14 FAX 5083627103 Barnstable CTY HealthLab --- BARNSTABLE HEALTH 0002/003 f f ctiC1f figq,f,','. CERTIFICATE OF ANALYSIS Page: 1 Barnstable County Health Laboratory yr3�CHu5 Report Prepared For: Report Dated: 3/12/2007 Sally Desmond Desmond Well Drilling Order No.: G0739730 P O Box 2783 Orleans, MA 02653 _ fLaboratory ID#: 0739730-01 Description: Water-Drinking Water Sample#: Sampling Location: 132 Lombard Ave.W.Barnstable,MA Collected: 3/8/2007 Collected by: Desmond Wei Map 155 Parcel 12 Received: 3/8/2007 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Dichlorodifluoromethane ND ug/l., 0.5 EPA 524.2 yn 3/8/2007 fChloromethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Vinyl chloride ND ug/L 0.5 2.0 EPA 524.2 yn 3/8/2007 Bromomethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,1,1,2-Tetrachloroethane ND ug/L o.5 EPA 524.2 yn 3/8/2007 1,l,1-Trichloroethane ND ug/L 0.5 200 EPA 524.2 yn 3/8/2007 1,1,2,2-Tetrachloroethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 III 1,l,2-Tricliloroethane ND 6g/L 0.5 5.0 EPA 524.2 yn 3/8/2007 1,1-Dichloroethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,1-Dichloroethene ND ug/L 0.5 7.0 EPA 524.2 yn 3/8/2007 1,1-Dichloropropene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 i 1,2,3-Trichlorobenzene ND ugfL o.s EPA 524.2 yn 3/8/2007 1,2,3-Trichloropropane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,2,4-Trichlorobenzene ND ug/L 0.5 70 EPA 524.2 yn 3/8/2007 1,2,4-Trimethylbenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,2-Dibromo-3-chloropropane ND ug/L 0,5 EPA 524.2 yn 3/8/2007 j 1,?-Dibromoethane(EDB) ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,2-Dichlorobenzene ND ug/L 0.5 600 EPA 524.2 yn 3/8/2007 1,2-Dichloroethane ND ug/L 0.5 5.0 EPA 524.2 yn 3/8/2007 I 1,2-Dichloropropane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,3,5-Trimethylbenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 ( 1,3-Dichlorobenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,3-Dichloropropane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,4-Dichlorobenzene ND ug/L 0.5 5.0 EPA 524.2 yn 3/8/2007 2,2-Dichloropropane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 i 2-Chlorotoluene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 4-Chlorotoluene ND ug/L 0,5 EPA 524.2 yn 3/8/2007 Benzene ND ug/L 0.5 5.0 EPA 524.2 yn 3/8/2007 Bromobenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Bromochloromethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Bromodichloromethane ND ug/L o.s EPA 524.2 yn 3/8/2007 Bromoform ND ug/L 0.5 EPA 524.2 yn 3/8/2007 i I ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 i E 03/12/2007 MON 15: 14 FAX 5083627103 Barnstable CTY HealthLab BARNSTABLE HEALTH 2003/003 I I CERTIFICATE OF ANALYSIS Page: 2 Barnstable County Health Laboratory Report Prepared For: Report Dated: 3/12/2007 Sally Desmond Desmond Well Drilling Order No.: G0739730 i P O Box 2783 Orleans, MA 02653 Laboratory ID#: 0139730-01 Description: Water-Drinking Water Sample#: Sampling Location: 132 Lombard Ave.W.Barnstable,MA Collected: 3/8/2007 Collected by: Desmond Wei Map 155 Parcel 12 Received: 3/8/2007 EPA 524.2- Volatile Organics by GC/MS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Carbon tetrachloride ND ug/L 0.5 5.0 EPA 524.2 yn 3/8/2007 Chlorobenzene ND ug/L 0.5 100 EPA 524.2 yn 3/8/2007 Chioroethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 f Chloroform ND ug/L 0.5 go EPA 524.2 yn 3/8/2007 cis-1,2-Dichloroethene ND ug/L 0.5 70 EPA 524.2 yn 3/8/2007 cis-1,3-Dichloropropene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 j Dibromochloromethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Dibromomethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 I Ethylbenzene ND ug/t. 0.5 700 EPA 524.2 yn 3/8/2007 Hexachlorobutadiene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Isopropylbenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Methylene chloride ND ugfL 0.5 5.0 EPA 524.2 yn 3/8/2007 Methyl-tert-butyl ether ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Naphthalene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 n-Butylbenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 n-Propylbenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 p-Isopropyltoluene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 i sec-Butylbenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Styrene ND ug/L 0.5 100 EPA 524.2 yn 3/8/2007 tert-Butylbenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 ! Tetrachloroethene ND ug/L 0.5 5.0 EPA 524.2 yn 3/8/2007 1 i Toluene ND ug/L 0.5 1000 EPA 524.2 yn 3/8/2007 Total xylenes ND ug/L 0.5 10000 EPA 524.2 yn 3/8/2007 trans-1,2-Dichloroethene ND ug/L 0.5 100 EPA 524.2 yn 3/8/2007 trans-1,3-Dichloropropene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Trichloroethene ND ug/L 0.5 5.0 EPA 524.2 yn 3/8/2007 Trichlorofluoromethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Sodium level is above maximum contaminant level. Those on a low sodium diet may wish to consult a physician. 4�, Approved By:. (Lab irector)i 4 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 i No. 7--U� Fee- - ---- - --- BOARD OF HEALTH � TOWN OF BARNSTABLE � 0(ppCication,forlVerr. Cankructto'a-3 erti Application is hereby made for a permit to Constr}'ct QO, Alter ( ), or Re a' ( )an individual,,Well at: 1 L(a .b wz��l er __ __ Location — Address Assessors Map and Parcel _ --_ i,�Z Lc,.,6cL -W, r�s a�nn 02 CC?"- Owner -: Address Installer_�riller Address Type of Building J Dwelling Other - Type of Building---- _—_—______ No. of Type of Well ''A"s C\\C\6 P 4 r, ---- Capacity-1� - m--—----- --- Purpose of Well------------------- g Agreement: The agrees provisions o s of The undersigned a ees to install the aforedescribed individual well in accordance with the rovisi " g 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 Compliance has been issued by the Board of Health. &u� Signed ------- --- - 3&jz:c c� —_-- Application Approved By :—__-_—.__— —3 7 'a;_ _ ---------- date Application Disapproved for the following reasons:-----------------------------_----___—_____—________ ---------- --- �� date Permit No.-^�G 00 d 2 __ _ __ Issued date BOARD OF HEALTH TOWN OF BARNSTABLE Certificat omprian e THIS IS TO CERT FY, That the I dividual ell Constructed ( ), ltered ( ), or Repaired (6 b .�� _- ' _ �--- installer ---------------------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well 7,77-- THEton 7-=- - 3 Regulation as described in the application for Well Construction Permit No. '`?-z�-- ��ZDated--�ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- -- — - --_ Inspector-------------------------------------- ------ - r� i a- No--------------------- f Fee------ =--------- BOARD OF HEALTH TOWN OF BARNSTABLE Cc ZippticationArlVell CongtruttionVrrmit Application is hereby made for a permit to Construct Q0, Alter ( ), or ' ( )an individual Well at: �43�IeY.�— -s-f-- � 1 � -- e —-- — 1 ,77-- --�- —-- — --_ pp Location — Address ` Assessors Map and Parcel _p— �1 �Z L-o v,6aCA A4e— W_��CY�S GYJ��C1Y1_�266.0 --- — \ Owner Address C? _ S_1fY_w_r�vyQ11_�`�1. l��c --- - -C�__ _�`!a_2 _Of� -rYlq Q2�53_ W ------------- ------- -------------- Installer jDriller Address Type of Building f Dwelling-------------------------------------------------- Other - Type of Building---______—______________ No. of Persons-------------------------__—_____________ Type of Well �S CHyc� V'-�-- ----- Capacity-1�-- Q m--— - -- ------- 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 Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. >�_________ 3 6 Zoo SignedU -- -- ----- ---------- - �. ems. _ 7d Application Approved ByV ��____._.__.____ date Application Disapproved for the following reasons:-----_______—---_-----__—_________________—__—_____________ — --- ------------------------------------------------------------------- date Permit No. Issued--'- V� - - - --------—- date ---------------------------------'----------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE �ertif irate �Com�Yiante 3�7�� THIS IS TO CERT FY, That the Individual ell Constru tered cted ( ), ( ), or Repaired ( x by----- �''`_ w D r< �� 11 1 ------------------- ------------------------ Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection �W -rJ�2 Regulation as described in the application for Well Construction Permit No. �--------1--______Dated---- 7.._-- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- --- — - —-- Inspector----------- }-------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Iftl eongtruttionpermit No. _'W _ 007-0 0 2- Fee-- -=----- „� 7, on is eby granted - t Construct ( ), er (! ), or Repair ( an Individual Well at: -------------- -------------------------------------------------- Street as shown on the application for a Well Construction Permit No.--�N 2 Uv - v 2 3/7/0 _�--- ---- Dat - ----- -- --------------------_------------- _____ — Board of Health DATE—3 I 1 -- ---- ; CERTIFICATE OF ANALYSIS Page: 1 o Barnstable County Health Laboratory Report Prepared For: Report Dated: 3/12/2007 Sally Desmond Desmond Well Drilling Order No.: G0739730 P O Box 2783 Orleans, MA 02653 Laboratory ID#: 0/39730-01 Description: Water-Drinking Water Sample#: Sampling Location: 132 Lombard Ave.W.Barnstable,MA Collected: 3/8/2007 Collected by: Desmond Wel Map 155 Parcel 12 Received: 3/8/2007 Routine ITEM RESULT UNITS RL MCL Method# Tested Nitrate as Nitrogen 2.8 mg/L 0.10 10 EPA 300.0 3/8/2007 Copper ND mg/L 0.10 1.3 SM 31 11 B 3/9/2007 Iron ND mg/L 0.10 0.3 SM 311113 3/9/2007 Sodium '32 mg/L 1.0 20 SM 311113 3/9/2007 Total Coliform Absent P/A 0 0 SM9223 3/8/2007 Conductance 290 umohs/cm 2.0 EPA 120.1 3/8/2007 pH 6.1 pH-units 0 EPA 150.1 3/8/2007 Sodium level is above maximum contaminant level. Those on a low sodium diet may wish to consult a physician. Approved By� 1 (La hector) S ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 °� "r CERTIFICATE OF ANALYSIS Page: 1 aM, Barnstable County Health Laboratory Report Prepared For: Report Dated: 3/12/2007 Sally Desmond Desmond Well Drilling Order No.: G0739730 P O Box 2783 Orleans, MA 02653 Laboratory ID#: 0739730-01 Description: Water-Drinking Water Sample H: Sampling Location: 132 Lombard Ave.W.Barnstable,MA Collected: 3/8/2007 Collected by: Desmond Wei Map 155 Parcel 12 Received: 3/8/2007 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Dichlorodifluoromethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Chloromethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Vinyl chloride ND ug/L 0.5 2.0 EPA 524.2 yn 3/8/2007 Bromomethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,1,1,2-Tetrachloroethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,1,1-Trichloroethane ND ug/L 0.5 200 EPA 524.2 yn 3/8/2007 1,1,2,2-Tetrachloroethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,1,2-Trichloroethane ND ug/L 0.5 5.0 EPA 524.2 yn 3/8/2007 1,1-Dichloroethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,1-Dichloroethene ND ug/L 0.5 7.0 EPA 524.2 yn 3/8/2007 1,1-Dichloropropene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,2,3-Trichlorobenzene ND ug/I. 0.5 EPA 524.2 yn 3/8/2007 1,2,3-Trichloropropane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,2,4-Trichlorobenzene ND. ug/L 0.5 70 EPA 524.2 yn 3/8/2007 1,2,4-TrimethyIbenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,2-Dibrorno-3-chloropropane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,2-Dibromoethane(EDB) ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,2-Dichlorobenzene ND ug/L 0.5 600 EPA 524.2 yn 3/8/2007 1,2-Dichloroethane ND ug/L 0.5 5.0 EPA 524.2 yn 3/8/2007 1,2-Dichloropropane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,3,5-Trimethylbenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,3-Dichlorobenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,3-Dichloropropane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1,4-Dichlorobenzene ND ug/L 0.5 5.0 EPA 524.2 yn 3/8/2007 ug/L 0.5 EPA 24- 5 .2 n 3/8/2007 2 2 Dichloro ro ane t�/p p ND y 2-Chlorotoluene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 4-Chlorotoluene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Benzene ND ug/L 0.5 5.0 EPA 524.2 yn 3/8/2007 Bromobenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Bromochloromethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Bromodichloromethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Bromoform ND ug/L 0.5 EPA 524.2 yn 3/8/2007 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 °f "nary CERTIFICATE OF ANALYSIS Page: 2 r 0 . . Barnstable County Health Laboratory srt��t�5v^' Report Prepared For: Report Dated: 3/12/2007 Sally Desmond Desmond Well Drilling Order No.: G0739730 P O Box 2783 Orleans, MA 02653 Laboratory ID#: 0739730-01 Description: Water-Drinking Water Sample#: Sampling Location: 132 Lombard Ave.W.Barnstable,MA Collected: 3/8/2007 Collected by: Desmond Wel Map 155 Parcel 12 Received: 3/8/2007 EPA 524.2 - Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Carbon tetrachloride ND ug/L 0.5 5.0 EPA 524.2 yn 3/8/2007 Chlorobenzene ND ug/L 0.5 100 EPA 524.2 yn 3/8/2007 Chloroethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Chloroform ND ug/L 0.5 80 EPA 524.2 yn 3/8/2007 cis-1,2-Dichloroethene ND ug/L 0.5 70 EPA 524.2 yn 3/8/2007 cis-1,3-Dichloropropene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Dibromochloromethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Dibromomethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Ethylbenzene ND ug/L 0.5 700 EPA 524.2 yn 3/8/2007 Hexachlorobutadiene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 1sopropyIbenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Methylene chloride ND ug/L 0.5 5.0 EPA 524.2 yn 3/8/2007 Methyl-tert-butyl ether ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Naphthalene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 n-Butylbenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 n-Propylbenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 p-Isopropyltoluene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 sec-Butyl benzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Styrene ND ug/L 0.5 100 EPA 524.2 yn 3/8/2007 tert-Butylbenzene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Tetrachloroethene ND ug/L 0.5 5.0 EPA 524.2 yn 3/8/2007 Toluene ND ug/L 0.5 1000 EPA 524.2 yn 3/8/2007 .Total xylenes ND ug/L 0.5 10000 EPA 524.2 yn 3/8/2007 trans-1,2-Dichloroethene ND ug/L 0.5 100 EPA 524.2 yn 3/8/2007 trans-1,3-Dichloropropene ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Trichloroethene ND ug/L 0.5 5.0 EPA 524.2 yn 3/8/2007 Trichlorofluoromethane ND ug/L 0.5 EPA 524.2 yn 3/8/2007 Sodium level is above maximum contaminant level. Those on a low sodium diet may wish to consult a physician. .� Approved By:. 1 (L�irector)i ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 92630 Ph 508r,375-6605 n TOWN OF BARNSTABLE 1,OCATION LM",& Ape SEWAGE#?,ors-)-BctL VILLAGE \dt_%l- \16,inSW, ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. Qc5c�a�: C.ctiS�cc,c�;�n SGS �) SEPTIC TANK CAPACITY IG5 ctc-Aa, LEACHING FACILITY: (type) '.500 c,.k C")=P3 (size) NO.OF BEDROOMS 3 OWNER P6,iA na- �c.Cellc� PERMIT DATE: 3- 15-a7 COMPLIANCE DATE: 0 CAI Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY_QClcjn C.,.{e-E. C,e W(IJ "p w w O n 1 '• rr 11 p� No. . (I o l — V l Fee Q ' THE 60MMONWEALTH OF MASSACHUSETT'S Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpprication for Migooal bpztem Conotruction Permit Application for a Permit to Construct(, ) Repair( ) Upgrade( ) Abandon( ) 5�Complete System ❑Individual Components Location Address or Lot No. `✓2 eM.l5AX t? AV&— Owner's Name,Address,and Tel.No. FAU "r Do ill nA Assessor's Map/Parcel i 5-� l� e�1n Z^��al Installer's Name,Address,and Tel.No. , 1�� � �{)r15� Designer's Name,Address andTel.No. ,Q '! CAA P C'?OX Z o4 ( 8 '�C MAW 5 � 6 , ���✓l�l 'I,'M tCk) Q S 9?I- 3 2 l Type of Building: Dwelling No.of Bedrooms Lot Size 23 I e o, o r sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) © gpd Design flow provided gpd Plan Date 19, BOO(p Number of sheets Revision Date `3 0 7 Title ITLPL 6— -51—In!_ t pp.f�/) Size of Septic Tank 1,,�—zo8 ML Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) &Atavw Eyan C Date last inspected: .t, W90407-00;P— Agreement: The undersigned agrees to ensure the const uction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of t vironmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board alth. Signed Date � o 7 Application Approved by " Date J—j' Application Disapproved by: Date for the following reasons Permit No. a 00 7 '. Off z Date Issued u 7 k No.,. � p o 7 . Fee Q «_- Entered in computer: ; THE`tOMMONWEALTH OF MASSACHUSETTS - PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppricatton for Migogat *pgtemc Cow5truction' Permit Application for a Permit to Construct A Repair O Upgrade O Abandon O J�Complete System ❑Individual Components Location Address or Lot No. /*;2. 0rl'1 COXP AVID, Owner's Name,Address,and Tel.No. Assessor's Map/Parcel !rJ"" iis Installer's Name,Address,and Tel.No. r Designer's Name, -Address and Tel.No. Dow 5a�) q�q Psi t�Ste t- bv�t-4 A ' >?a� �'iWta M t l l✓S IV D b ? 3 9 2- 's `f t Type of Building: o Dwelling No.of Bedrooms Lot Size Est C D 0 sq.ft. 'Garbage Grinder ( ) s : Other Type of Building No.of Persons Showers.( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 0 gpd Design flow provided gpd Plan Date /uby, 19, AOL ,. Number of sheets � Revision Date �j�l�j d 7 Title -riTm .51 M WL ICJ r Size of Septic Tank L„ Type of S.A.S. 6AL (P6 fm r j A S Description of Soil Nature of Repairs or Alterations(Answer when applicable) k de'D0),3 1115' L`,p. Date last inspected: ( 1 W;Od-7--C4 ;1- Agreement: ' The undersigned agrees to ensure the construction and maintena ce of the at described on-site sewage disposal system in accordance with the provisions of Title 5 of th vironmental Code and not to place the system in operation until a Certificate of Compliance'has been issued by this Board alth. ` t Signed- n -- ""� Date _SA/ 7 Application Approved by Application¢Disapproved by: Date r for the following reasons t , r ! Permit No. a 60-7 - O'l Z Date Issued S '/u"7 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System•Constructed (\/) Repaired ( ) Upgraded ( ) Abandoned( )byO�(1 {{��r✓`��T it � n Ldwl l�(z°l�' Aus �� I'�T�'T3�im,� has been constructed in accordance,- with the provisions of Title 5 and the for Disposal System Construction Permit No. .2ou-7-6 q 2 dated 3 /S--U 7. Installer �ot�at-o't"C i (4M57% Designer Vp(,Jr� C^06-_ #bedrooms « Approved design flow�� �{� D gpd `d The issuance of this permit shall not be constru as a guarantee that the system6ill funnc�t K a gdesi' ed. Date Inspector -- No. 7 U� 7� _ ———— Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS x1i6pomt *pgtem Cow6truction Permit Permission is hereby granted to Construct O Repair ( ) Upgrade ( ) Abandon ( / ) System located at (granted L.jj�? f}�pvFL. and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of t .is pe Date � ' j'o7 Approved t , r. �Y . o a Town of Barnstable Regulatory Services Thomas F. Geiler,Director ' Public Health Division w ' Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit#,L O7 -0 9..2 Assessor's Map\Parcel 11,53 Designer: 92P Installer: Address: 132 Address: I Cb5��7 On 3_/ '® � � /a � ��;U �` was issued a permit to install a (date) / ( (ins/taller) / septic system at "�Ow�/n� �t based on a design drawn by (address) liV�/v�2f Alk dated (desi er) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. } I certify that the septic system referenced above was installed with major changes (i.e. greater than I W lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. r \�M OF A446, � ARNE H yes o OJALA (Installer's Signature) CIVIL No. 30792 �����c�STER�o�� �SS�ONAL (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH .DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: HeaWSeptic/Designer Certification Form 3-26-04.doc do r Massachusetts Department of Conservation and Recreation M—...A,..tt. Office of Water Resources Affft Well Completion Report 14-MAR-07 14:49:35 WELL LOCATION 250153 GPS North: 410 42.4661 GPS West: 700 22.737' Address: 132, Lombard Avenue Property Owner/Client: Paul Pacella Subdivision Name: Mailing Address: 132 Lombard Avenuve City/Town: Barnstable City/Town, State:Barnstable MA Assessors Map: 155 Assessors Lot #: 12 Permit Number:W2007-002 Board of Health permit obtained: Y Date Issued: 03/07/2007 Work Performed Proposed use Drilling Method Overburden Drilling Method Bedrock New Well Domestic Auger CASING From (ft) To (ft) Type Thickness Diameter 1.00 -49.00 PVC Schedule 40 4.00 SCREEN From (ft) To (ft) Type Slot Size Diameter -49.00 -53.00 Stainless Steel Well .012 4.00 Point WELL ,SEAL /FILTER PACK / ABANDONMENT MATERIAL ""From (ft) To (ft) Material Description Purpose WELL TEST DATA (ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) •- Date Method Yield Time Pumped Pumping Level Time -to; Recover_ Recovery (GPM) (hrs & min) (Ft. BGS) (Hrs-& Min) fJ1 (Ft BGS) 03/08/2007 Constant Rate Pump 15.0000 01:00 28.0000 Oo%01 ;:. 24 =7 STATIC WATER LEVEL (ALL WELLS) PERMANENT PUMP (IF AVAILABIiE) rD Date Depth Below Ground Pump Description: Measured Surface (ft) Type: Intakg Depth: 03/08/2007 24 Nominal Pump Capacity: Horsepower: WELL DRILLER'S STATEMENT ADDITIONAL WELL INFORMATION Driller: Thomas E Desmond III Developed: Yes Fracture Enhancement:No Supervisor: Thomas Desmond III Rig #: 29 Disinfected: Yes Well Seal Type:None Firm: Desmond Well Drilling Inc. Total Well Depth: 53.000 Depth to Bedrock: Registration #: 764 Date Complete:03/08/2007 Comments: OVERBURDEN From To Description Color Comment Water Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate .00 10.00 Silty Sand & Gravel Brown No N/A 10.00 30.,00 Fine Sand Brown Yes N/A - 30.00 53.00 Fine to Coarse Sand Brown Yes N/A BEDROCK From To Code Comment Water Drill Extra Drill Rust Loss/ # of (ft) (ft) Zone Stem Large Rate Stain Add of Frac Drov per ft 1�1 r TOWN OF BARNSTABLE ,ILOCATION �'-�, cOE? SEWAGE # VILLAGE ,Ar'',rt9S i4 ASSESSOR'S MAP LOT/�� >� INSTALLER'S NAME & PHONE NO. /l9 6 A) e- te_ SEPTIC TANK CAPACITY /000 qA.z /0 LEACHING FACILITYAtype) ore C l9 S� Cwo, (size) 1600, NO. OF BEDROOMS RIVATE WELL R PUBLIC WATER ?,IJ��I BUILDER OR OWNER Ip a l p DATE PERMIT ISSUED: _ DATE COMPLIANCE ISSUED_ VARIANCE GRANTED: Yes No 1 _ I � 41 MA 4 � CuQo(44r Lo e� `r—Y Au , 2to �: a to ,rl, 13, Mu... ,s•�.re,�.r,�exvmv..N :...M rww nky' y ey..rry. ✓r.. .. sY 7.•„� e d_r v::aa,yP..zr+tp't ,,yn..c. � __ —�_.,..- .._.. .... w.._...r._—....-. .. i ..-„.-._..u� -1 i .�..s.�.._.�.-•�.... .,....a., .. ....,z ....a.,.,-,nne.. -.._ .n,...,.. _� �i s i } D� - r�s.r,..:da..,.�:a..r.�^",..si:z xtr a::'�ik:ry,�y'w�.-���.4,� i�+ .:e.�....'v.!'Y��.',.•.'s,�,», a,_ wra '�g _ _ - j' d S i i r ��.�'..,:.,.wy.. ��"""3�.e.T`TMe's„:.'�.�,•»�.i;;t.-san.sa�E".e�w .,..- _""'wawa—.oa.nmry ..inas..�:a�rbroa�+*+w_ �' S.�s fJp� fJ} CA IA f t I °`� ti a � � t z Lo LP v 04494 _ ' ram a 1`z l F 014 n e •'_.-- -...�.-....ems j.,�,�..o�... . - r v 0`2 1 .4 r � ory ` S �b r4- C at 3'•o pinoid , C.. 0 i M1i . t .aF�` ► t = i i a _ 1 -- ?�N- o a E Gt U Y '� S i s .....,... - - „a....e,a.m<..a.,....�.....,,,�.....�....•.•.a..........�...^......s.,.-ta....�,...•_.,.a�,..a.......a.�,,,...,.<.T,....,..�:.e.� ... _ --:- -;� � f r - . AL .1 10f � c - It { k Ir -L tf nL� e L :jj rror�- -.5- Xf-I All ICA?. I-b Tyu w1t. kh Flo 1k 1 It, - t VOL n2oLz 77 IMN moo, sty A UT ik fe'o to 0 tkL/� tom' PAM " " ( Ua( Va C o�S11+�utsttJ 2Cmocw-,�.rz D MA- I P fw I � p � I � � f 1 i E �t � L pp� i 64 it b ;, L olc- COW" frL6b-kWNA,! I ` (® u � � RTE 6A off. 508-362-4541 fox 508-362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. Yarmouth, ma 02675 3 o LOCUS y ti 0 j6, ryO' LOCATION MAP (NO SCALE) 01 ASSESSORS MAP 155 PARCEL 12 �O l)00, 7 0, PROP. BARN 3s, lot EXIST WELL l �I PARCEL 12 23,100 s.f. DECK ;DECK EXIST. DWELL / O T.FNDN = 45.7' / V� / A'V s00/ \ 146 �o Y - � SITE PLAN OF 1+�of Ssgcy # 132 L OMBARD AVE. �o AR NE ��, IN' THE TOWN OF: (WEST} BARNSTABLEOJ � ALA N No.26348„ PREPARED FOR: PAUL & DONNA PACELLA 20 0 20 40 60 Feet ARNE H. OJA' , PE, PLS DATE SCALE: 1" = 20' DATE: NOVEMBER 21, 2006 34-023 SYSTEM PROFILE TEST HOLE LOGS RTE 6A TOP FNDN. AT EL. 45.7' . , C.I. ACCESS COVERS TO FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN 3" OF FINISH GRADE AH OJALA, PE ACCESS COVER (WATERTIGHT) TO ENGINEER: 44.0' MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM DAVE STANTON 4.5'4 WITNESS: RUN PIPE LEVEL 2" DOUBLE WASHED PEAS ONE\,," DATE: 2/23/04 42.9'* 3 FOR FIRST 2' 3' MAX. PERC. RATE _ < 2 MIN/INCH PROPOSED 150 IF GALLON SEPTIC 41 .65' 41.97 CLASS 1 SOILS P# 10672 41 .9' TANK (H- 20 ) GAS o LOCUS �0000 41 .07' o00 0 C� 0 0 0 C� 0 / BAFFLE 41.24 0 3 0 IN 40.97 (M2 % SLOPE) 6" CRUSHED STONE OR MECHANICAL OMPACTION. (15.221 [2]) o00 2' � 0 0 � = o00 38.97'MIN E:i ELEV. DEPTH OF FLOW = 4 MIN ( 1 SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 0" 44.0' TEE SIZES: ( 1 % SLOPE) A 3 INLET DEPTH = 10" SL OUTLET DEPTH = " 14 10» 10YR 3/1 LOCATION MAP NTS .FOUNDATION 50' SEPTIC TANK 41' LEACHING B D BOX 12 FACILITY 5, LS ASSESSORS MAP 155 PARCEL 12 *THE INSTALLER SHALL VERIFY THE 36„ 10YR 6/6 41.0' LOCATIONS OF ALL UTILITIES AND ALL Cl BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF 6' LS SEPTIC SYSTEM c�� 48 23,100 s.f. " 10YR 6/6 40.0' � ENGINEER TO INSPECT AND CERTIFY SUITABLE SOILS O' 34.0' (REMOVAL IF NECESSARY) AT TIME OF INSTALLATION ^ ': C 2 ° Sl PERC � MED/COS OQ p, 93 2.5Y 6/6 LEACHING FACILITY DETAIL v 1" - 20' GARAGE UNDER CONSTRUCTION 120" 34.0' NO WATER ENCOUNTERED NOTES: PROP - C I ELL v 1 . DATUM IS APPROX. NGVD (0o EXIST o S' It. I„ InA ,AIA7r-r-r -NOT AVAIIARI F =PTiC DESIGN: �. I ,v����,s, N� vvr �r� (GARBAGE DISPOSER IS NOT AlAI I OWED ) WELL I N 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. _ DESIGN FLOW: _3 BEDROOMS ( 110 GPD) = 330 GPD —® � USE A 330 GPD DESIGN FLOW 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H— 20 f (TO BE�BANDONED) DESIGN LOADING FOR CHAMBERS & D'BOX TO BE AASHO H-20 0 SEPTIC TANK: 330 GPD ( 2 ) = 660 5. PIPE JOINTS TO BE MADE WATERTIGHT. � 0' I 5�6 As 6. CONSTRUCTION DETAILS TO BE IN A F USE A 1500 GALLON SEPTIC TANK ACCORDANCE WITH MASS. << LEACHING: ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT PERIMETER: 86' x 2 (.74) = 127 TO BE USED FOR ANY OTHER PURPOSE. BOTTOM: 386 SF (.74) 285 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. N, 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT DECK TOTAL: 556 S.F. 412 GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED / c� USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH. EQUAL) IN CONFIGURATION SHOWN 10. PUMP & REMOVE EXISTING SEPTIC SYSTEM. 1Q 20.0' DECK ry EXIST. DWELL �� LEGENDT.FNDN 45.7' TITLE 5 SITE PLAN / �ti 100.0 PROPOSED SPOT ELEVATION OF / { 100x0 EXISTING SPOT ELEVATION 132 BOMBARD AVENUE IN THE TOWN OF: Cl* / '�� BENCHMARK: USE TOP FNDN 1OO PROPOSED CONTOUR \ / AT ELEVATION 45.7' (WEST) BARNS TABLE ABLE � /PATIO \ /75 100 PAUL & DONNA PACELLA EXISTING CONTOUR PREPARED FOR: o \ r o 20 0 20 40 60 100, BOARD OF HEALTH �O \ TH \ �a EXIST j I MA SCALE: 1" = 20' DATE: MARCH 13, 2007 WELL APPROVED DATE - O \ off 508-362-4541 USE LONG RADIUS BENDS. USE fax 508 362-9880 \ CLEANOUTS AT BENDS \ ���,tH OF M�� MAsSIC V down cape engineering, inc. o� ARN M RxrARNE tp oJALACIVIL ENGINEERS CIVIL LA WELL THIS LOT > 150' AWAY \ o No. 30792 ,� No.26 \ LAND SURVEYORS �' �� ' ©� �o 939 main st. yarmouth, ma 02675 s Rv��° 04 023 A 0JA LY, P. ., P.L.S. DATE TOP FNDN. AT EL. 45.7' SYSTEM PROFILE TEST HOLE LOGS RTE- BA ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN AH OJALA, PE 3" OF FINISH GRADE ACCESS COVER (WATERTIGHT) TO ENGINEER: /F4 5.O' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 44.5' WITNESS: DAVE STANTON .y 2" DOUBLE WASHED PEASTONE DATE: 2/23/04RUN PIPE LEVEL \42.9 * FOR FIRST 2' < 2 MIN/INCH /� 3 MAX. PERC. RATE _ PROPOSED 15(�0 �l GALLON SEPTIC fl�!j2.25' 42.23' CLASS I SOILS P# 1067242.5' TANK H- 10LOCUS ( ) As 41.5 oE � O O � � C7 0 3 .,.. BAFFLE 41.67' 0 0( 0 IN M 41.42 % SLOPE) �6" CRUSHED STONE OR MECHANICAL go El 0 = = 0 E : - 7 2 0 = E] 0 � OL � E3 39.4 COMPACTION. (15.221 [21) MIN 4 ELEV. � ( 1 % SLOPE) " " 0 44.4 DEPTH OF FLOW = 4' MIN 3/4 TO 1 1/2 DOUBLE WASHED NONE TEE SIZES: ( 1 % SLOPE) A INLET DEPTH = 10" SL OUTLET DEPTH = 1410 10" 1OYR 3/1 LOCATION MAP NTS B FOUNDATION 10' SEPTIC TANK 75' D' BOX 12' LEACHING FACILITY 59 LS ASSESSORS MAP 155 PARCEL 12 36" 10YR 6/6 41.4' Cl *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL LS BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF 23,100 s.f. `Lb 48" 10YR 6/ 40.4' 6 SEPTIC SYSTEM Q) ' 34.4' C2 PERC A' MED/COS O .00, 9`3 2.5Y 6/6 LEACHING FACILITY DETAIL 1" = 20' GARAGE UNDER CONSTRUCnON I 120" 34.4' NO WATER ENCOUNTERED NOTES: P• PROP ELL r' 1. DATUM IS APPROX. NGVD ^ $ � O� -�- r4O' 37� _: ?.-MUNICIPAL WATER IS NOT AVAILABLE EXIST SEF"-IC DESIGN:' (GARBAGE DISPOSER IS NO! I ��r& E 2 } WELL N 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. DESIGN FLOW: _3 BEDROOMS ( 110 GPD) = 330 GPD 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10 (TO BE DONED) USE A 330 GPD DESIGN FLOW DESIGN LOADING FOR CHAMBERS & D'BOX TO BE AASHO H-20 SEPTIC TANK: 330 GPD ( 2 ) = 660 5. PIPE JOINTS TO BE MADE WATERTIGHT. 0�y`o. �5'56 A� USE A 1501E GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. LEASHING: 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT PERIMETER: 86' x 2 (.74) = 127 TO BE USED FOR ANY OTHER PURPOSE. BOTTOM: 386 SF (.74) �5 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. _ - /^\ 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT TOT4L: 556 S.F. 412 GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED DECK USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH. / \\ EQUAL) IN CONFIGURATION SHOWN 10. PUMP & REMOVE EXISTING SEPTIC SYSTEM. 20.0 DECK / LEGENDEXIST. DWELL � TITLE 5 SITE PLAN 45.7'O T.FNDN = 45. PROPOSED SPOT ELEVATION OF , / 132 LOMBARD AVENUE �'� 100x0 EXISTING SPOT ELEVATION IN,\ O / ^ IN THE TOWN OF: BENCHMARK: USE TOP FNDN O PROPOSED CONTOUR ,/�I c \ v/ AT ELEVATION 45.7' o--- (WEST) BA R N STA B L E ��pqn / 100 EXISTING CONTOUR PREPARED FOR: PAUL & DONNA PACELLA \ IN. \ O 20 0 20 40 60 \\ KO' .0, BOARD OF BEALTH `O Nk, \ /`� , MA SCALE: 1" = 20' DATE: i E; NOVEMBER 19, 2006 EXIST WELL APPROVED DATE \ TH / ' Y off 5D8-W2-4541 \ I fax 508 W2-9WO OF -9� / down cape engineering, Inc. ' ARNE H. H, ® OJALA \ / v CIVIL IN,IN, / CIVIL ENGINEERS OJALA No. 30279 WELL THIS LOT > 150' AWAY LAND SURVEYORS 26W G � °�ww� �/ 01, /' 04-023 939 main st. yarmouth, ma 02675 T AR OJALA, S. DATE l I I' ill 'i I