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HomeMy WebLinkAbout0081 ANGELA WAY - Health 81 ANGELA WAY, W. BARNSTABLE A=133-0G9 0 TOWN OF BARNSTABLE A LOCATION .Gw &X-- SEWAGE # VILLAGE � l:�-7 ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. i( • /iC SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ��C�l l'�� a (size) NO. OF BEDROOMS C BUILDER OR OWNER PERMITDATE: /0-3` - COMPLIANCE DATE: 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 ng faci ' Feet i Furnished b a 90 - - b q- j cis F- C-iX F- A 1-7 No. Fee--- - -- ---- BOARD OF HEALTH TOWN OF BARNSTABLE �j 0(pp[icat ion,forVeir Con5truct ion Permit App ' ation is herb made r yVV CXntuc er ( ), or R it )an .* ivi 1 Well at: 19 Location — Address Assessors Map an Par Owner Address — --- --- -- —------ -- ----------—---- -------- ----- —Ad——--_—_—_—— — — Installer — Driller dress Type of Building Dwelling ----- — ----- —- Other - Type of Building - No. of Persons---------------------------- Type of Well � ��,--�------� 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 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. Signe m — � �� � date Application Approved By " J -- date Application Disapproved for the following reaso : - — -- ------ ----------- — — r date Permit No. — Issued-- - - — -- ------- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by--- — — --- --— — ---—— -- — — - Installer at-- ------------ has been installed in accordance with the provisions of the Town of Barnstable Board of Health vate 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--- ------ -- , - 'e`t --/V y ,e No.----------------- :, ,Fee-- ---------------- BOARD OF HEALTH TOWN OF BARNSTABLE j zippYication forVell ion trurtion Permit App • ation i h r b e r e i C t uc eT r—( ), or )and ivi 1 Well at: -- o Location — Address Assessors Map an Par 1 ' ----_— Owner-- — -- -- --_---- Address ------ ------------------ —------- -- ----—-------—-------------=— — ——— — —_--_ — — — Installer --Driller Address' Type of Building {'~ Dwelling _—_-- --— -- -- Other - Type of Building-= ------ No. of Persons--------- ——_—_ � ` Type of Well Capacity-------------- ----'- Purpose of Well-= �7 - ^-- 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. Signe 1, 4.A A �� -- ---_ — (f (' ����.J date NApplication Approved By --- date Application Disapproved for the following reaso ---------------- __ _ --_-- —date Permit No. O`er-L�-r -- Issued-- � —date -- ----------- BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate of C01hpunce THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) at '� ° , installer has been installed in accordance with the provisions of the Town of Barnstable Board of H�ealt 11vate Well Protection a Regulation as described in the application for Well Construction Permit No. �'!�r -- ated----- ---- p THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--_ Inspector-- ---- - -- -____—---—-- -:t BOARD OF HEALTH TOWN OF BARNSTABLE � 3 Veri eon5tructionprrmit *t_. Fee__ 0_ o _ ----____--- ,�� Permission is hereby granted � "' ��-- --------- ---— to Construct ( ), Al r f�, or epa . ) a ndividu 1 ell Street as shown o the application for ell Construction Permit No.- ,r — — Da ed - ------------------------ J j< i — -� —- --------------------- --- Boafd of Health DATE 4� FORM 11 SOIL EVALUATION FORM /A f 0ikAL GIlVP RING CMeAn 260 Cranberry Hi Iymy'Route 6A Orleans,MA 02653 Ph:(508)255.6511 Fax(508)255.6700 File No: C14888.00 Date: 8/16/00 P9821 Commonwealth of Massachusetts P9822 Barnstable (West), Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed by: John G. Schnaible R.S. Witnessed by: Donna Morandi, R.S. Location Address or 1 Owner's Name Jack Phelan Lot#: Map 133, Parcel 69 Address: P.D.Box 7352 S�8'11 Angela Way Kensington, CT 06037 New Construction ® Repair ❑ Office Review Published Soil Survey Available: No ❑ Yes Year Published: 1993 Publication Scale: 1:25000 Soil Map Unit: PyD Drainage Class: Well Drained Soil Limitations: Poor Filter Surficial Geologic Report Available: No ❑ Yes Year Published: 1975 Publication Scale: 1:24000 Geologic Material (Map Unit): Qsm Sandwich Moraine Deposits Landform: End Moraine Flood Insurance Rate Map: Above 500 year flood boundary No ❑ Yes Within 500 year flood boundary No ® Yes ❑ Within 100 year flood boundary No ® Yes ❑ Wetland Area: National Wetland Inventory (map unit)UFland Wetlands Conservancy Program Map (map unit) -- Current Water Resource Conditions (USGS): Month: July Range: . Above Normal ❑ Normal ® Below Normal ❑ Other References Reviewed: Appendix 4 Page 2A On-site Review Deep Hole Number: I Date: 8115100 Time: 01:00 Weather: Cloudv, rainv Location (identify on site plan) Front of Lot Land Use: Residential Slope (%): >15 Surface Stones: Yes Vegetation Oak trees and poison in Landform Outwash Plain Position on landscape(sketch on the back):See Sketch Distances from: Open Water Body 200+ feet Drainageway 50+ feet Possible Wet Area 200+ feet Property Line 12+ feet Drinking Water Well 150± feet Other DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Munsell) (Structure, Stones,Boulders, Consistency, %Gravel) 0"-2" 0 2"—8" A Loamy Sand 10 YR 313 8"—36" B Sandy Loam 10 YR 518 36"—156" CI Loamy Sand 2.5 Y 714 NONE . Friable,.some cobbles Fine sand, loose 156"—168" C2 Sand - Parent Material(geologic) Sandy loose till Depth to Bedrock: 200'+ Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 35+ Appendix 4 Page 2B On-site Review Deep Hole Number: 2 Date: 8115100 Time: 11:00 Weather: Cloudv, rainv Location (identify on site plan) Front of Lot Land Use: Residential Slope (%): >15 Surface Stones: Yes Vegetation Oak Trees and poison ivv Landform Moraine Position on landscape(sketch on the back):See Sketch Distances from: Open Water Body 200+ feet Drainageway 50+ feet Possible Wet Area 200+ feet Property Line 10+ feet Drinking Water Well I50+ feet Other DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Munsell) (Structure, Stones,Boulders, Consistency, %Gravel) 0"—2" 0 2"—9" A Loamy Sand 10 YR 312 9"—36" B Sandy Loam 10 YR 518 36"—156" CI Loamy Sand 10 YR 713 NONE Loose, some cobbles, Dense 156"—168" C2 Sandy Loam Parent Material(geologic) Sandi,loose till Depth to Bedrock: 200'+ Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 35+ PERCOLATION TEST Page 3 Location Address or Lot No. 81 Angela Way COMMONWEALTH OF MASSACHUSETTS Barnstable (West), Massachusetts PERCOLATION TEST* Date: 8/15/00 Time:10:45 Observation Hole# 1 2 Depth of Perc 64" 60" Start Pre-soak 0:00 0:00 End Pre-soak 15:00 8:23 Time at 12" 0:00 - Time at 9" 4:29 Less than 9" Time at 6" 10:05 Of water after Time(9"-6") 5:36 15 minutes Rate Min./Inch <2 <2 *Minimum of I percolation test must be performed on both the primary area AND reserve area. Site Passed ® Site Failed ❑ Performed by: John G. Schnaible Witnessed by: Donna Moradoi Comments: The CI horizon in DOH#1 and in DOH#2 is considered suitable for subsurface disposal of sewage. f Job C14888.00 Sheet No 4 Of 5 Calculated by: JGS Date: 8115100 Scale 1" =80' ENG�RING 260 Cranberry Highway'Route 6A Orieam MA 02653 Ph(508)255-6511 fax(508)255-6700 SKETCH PLAN SHOWING DEEP OBSERVATION HOLE LOCATIONS: '35t FORM I I - SOIL EVALUATOR FORM PAGE 5 Determination for Seasonal High Water Table Method Used: N/A ❑ Depth observed standing in observation hole inches ❑ Depth weeping from side of observation hole inches ❑ Depth to soil mottles inches ❑ Ground water adjustment feet Index Well Number Reading Date Index well level Adjustment Factor Adjusted ground water level Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes If not, what is the depth of naturally occurring pervious material? Certification l I certify that on 415/9195 (date) I hav a e examination approved by the Department of En ironme al Prote tion and�t at ab ve analysis was performed by me consistent w' the a fired tr ing, exp'ef'tis a 'd a perience described in 310 CMR 15.017. f f `j rf Signature Date HEALTH KEPT 508790t5304 P _ 02 . - Town of Barnstable P TMtV—?Z- Department of Health,Safety, and Environmental Services PubliC Health Division Date 367 Main Strcc;,llyannis MA 02601 `�� anwvtrrwauc 1 . na,�ac alp r ^ eorwtr~� Date Scheduled_i-, Time 'V •6� ���Ov �.o� Fee Pd. Soil .Suitability Assessment for Sewage Disposal .Performed Bv:_ .�E-1�! �� 4-��0.1$' _ 1 Jb'1�11SA 1 Id1�r1 � Witnessed Dv: -------------------- LOCATION & GENERAL LNFORMA:TION 1_nc:ation Address Owncr's Name E�,41 Address f.O. �Assessor's Map/Parcel: tJ;,L � F_ngineer's Name �� 1►a ���NEW CONSTRUCTION REPAIRTelephone N 5o _7- [-and Use .,..���\D��i-3'•C�h\e Slopes(^^/o) Surface Stones 1 n y 1 Distan uds from: Open Water Body_ ZO p 'f- It Possible Wet Area (.Ob} R Drinking Water Well �S� t n Drainage Way �V i n Property Line 'C, }' n Other n SKETCH: (Street name•dimensions of Int.exact loentions of test holes&pere tests,iocate wetlands in proximity to hnlcs) rr-- VV,C- L, ten'© r�\ M r ic 14 i 1b tp - /` / I Parent material (geologic) ���t`1,�i� �d � l`� �fi � � Depth to Bedrock Depth to Grnundwatcr: Standing Water in Holc; Weeping from Pit Face ustimnted Seasonal High Groundwater3� l TERNSINA^ TION:`FOR<SEAS.ONAE:FIGI WA.TER..TASR:E - Method Used: Dcoth Observed standing in obs_hoic: in. Depth to soil mottles: Den lh to weeping from side of obs.hoic: in. Groundwater Adjustment - It. Inrlex Well/t ._ R-dina Datc:.__ Index Well ievcl ___ Aili. factor Adj.Groundwater Level PER2COILATION TEST Date ' V ;Time _: 5 Ohscrvatiog It f v _ Time at 9" I>cpth of 11-e t I U - l (� t'S � Time at 6" �� D JIC q Its fit" tlZu Stan Pre-soak lime V�•CID Time(9"-6'7 fad Prc-snak ;C)Q G"00 Rate MinJlneh L l` Site Stlitahility Assessment: Site Passed Site tailed: Additional Testing Needed(Y/N) Original: public ucalth Division Observation Hole Data To Be Completed on Bad, Copy: Applicant Q --� Aug=04 00 12 : 40 BARtVSTABI_E HEALTH KEPT 5087906304 P _ 03 DE EP::OBSERVATION=:HOI E::LOG:: ncpth fmtn Soil Woriznn Soil Texium Soil C:ninr Soil Other Surface(M.) I I (USDA) (Munsell) I Mottling (Stru Con ctzrc,Stones, [3ouldcres. encv_%Ci ravel) C)_Zt, I10����"' tilt �(�'' -15 "�I Cam\ �oAYr`� jflao 2���{ -7��-I ! t1o't•i� �{1A�l.C: SbrQG (p,�B1.>:S Lbos� DEEP OBSERVATION HOLE LOG Depth frnm Snil Horizon Soil Texture Soil Color Snil Other Surfncc(in.) I I (USDA) (Mutvsell) Mottling (Structurc,Stones,Bouldcres. Consistcncv %Gravel) 2`` SFI40 ISAT40� 6 Ib �,Q_ CI_s �oS� ,Somme �06E5 S L,2prt1 DEEP-OBSERVATION<HOLEiLOG A 1e Depth frnm Soil Horizon Soil'rexuve .Soil Color Soil Other Surraec(in..) (USDA) (Munsell) Mottling (StnletUre,Stunts.Boulderes. istencv %Graven I I I DEEP ORSERV.ATION HOL E.LOG Depth frtnn Soil I lorizon Soil Z exturc l Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structurc,Stones,r)oulderes. nsinency_"/e Gravel) Flood Insurance Rate Man: Above 500 year flood boundnry No_ Yes Within 500 year boundary No 1? Yes Within 1U0 ycnr('food boundnry No Yes De nth of Naturaliv Occurring Pervious Material Goes at least four feet of naturally occurring pervious material exist in all areas observed Throughout the area proposed for the soil absorption system? r/I If not, what is the depth of naturally occurring pervious mtlterial? Certification I certify that oCini,fig, 1 (d te) I ha a as ed t c s it evaluator examination approved by the Uepartmcnt o n tal Prot tion an t at he a o c analysis was performed by me consistent-with the rcouircd tr a ertise and Qericrt�c de cr'oe 1 310 CMR 15.017. a Date Signature �' -7 1 m TOWN OF BARNSTABLE- LOCATIONOZ SEWAGE # V� 64 3� 'S MAP & LOT VILLAGE 57�,OeZe ASSESSOR INSTALLER'S NAME&PHONE NO. 4. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNER ... ....... PERMITDATE: 0 3 -Zrvo COMPLIANCE. DATE: 77 Separation Distance Between the: xiffiuffi'Adjusied Groundwater Table to the Bottom of Leaching Facility Feet Private:Water.Sup ply.Well and Leaching Facility (If ariywells,exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (if any wetlands exist within.300 feet thg fac�i Feet Furnished by(?(�� A -0 a ry D 2!IL lee I. - Lk NA Lit! 19 -j 4. J ---------- l7 t -7J AV Fee A � m THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,. MASSACHUSETTS 2pprfcation for Migozal *pztem Cougtructton Permit Application for a Permit to Construct C><)Repair( )Upgrade( )Abandon( ) W Complete System ❑Individual Components Location Address or Lot No. W � `ev Owner's Name,Address and Tel.No. ,p� es &13 f`�" If' x o . ma -135Z Assessor's Map/Parcel (�Af� �'�j3 j'p'R c.Gl. (OA 6;T• o�637 Installer's Name,Address and Tel.I jS 4Dr I'S Designer's Name,Address and Tel.No.G O AS"rp U. I✓U&,,1 tlerA I (\ a is Type of Building: 2 Dwelling No.of Bedrooms J Lot Size 5Z d sq.ft. Garbage Grinder( ) Other Type of Building=g. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow D gallons per day. Calculated daily flow gallons. Plan Date 00 Number of sheets Revision Date 00 Title S 1l..1 A S VTC- ?L A u -0 2 Apov, Size of Septic Tank 5 on I,U4N, Type of S.A.S. L b 13G9-; Description of Soil; �•� A V 3 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 18AV-LlS'TABUL- Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions pf Title 5 of the Environmental Code arAWt to ace the system in operation until a C rtifi- cate of Compliance has been i s Board of t . /) Signed Date ��3 v Application Approved by Date ` G Application Disapproved for the following reasons Permit No. Date Issued ��'' � { �G � o. i+'R� � Fee N / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS application for Migpogar *poteii Couttruction Permit IIf Application for a Permit to Construct(x)Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components .. i Location Address or Lot No. �- Owner-:s Name,Address and Tel.No. r�L Assessor's Map/Parcel L � -`V �', j 7 � 1.h1�,ir: (T � o.( - f ` a11eseN eAdd � Designer's Name,Address and Tel.N G f+:�A l L'W(�t ti�Ei P.o (3o�r �a4 Sv ��� w 41J �AQ)S16nS Pt, I(s, MA CIO&V Type of Building: - ., r v � � Dwelling No.of Bedrooms �` Lot Size 5�' 14 sq.ft. Garbage Grinder( ) Other Type of Building S' No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. alculated daily flow _gallons. , Plan Date O u Number of sheets _U A Revision Date 2 3 8 U Title L1� �(-�L �4 > oSr�L ( Irl;L1'�r' Size of Septic Tank °�1 �`� Type of S.A.S. µ Description of Soil k✓ �� i Nature of Repairs or Alterations(Answer when applicable) 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 provisio g of Title 5 of the Enviro tal Cod of lace the system in operation until a ertifi- cate of Compliance has been e oard o It Signe Date Application Approved by Date/ -- a Application Disapproved for the following reasons Permit No.'tr'o —-rl Date-Jssued k THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate. of Compliance ; THIS IS TO CERT15Y, t t t��Sewage Di posal SyYy,tem Constructed( /�/ afire )Upgraded( ) Abandoned( )by at �` S is been constnicted in accordance with the provisions of Title 5 and the for Disposal System Construction Permit dated ' Installer Designer ,1 r The issuance of ��jnot be construed as a guarantee that the sys m will function as de( need. Date " `F' " ( Inspecto\,� k. ��;��' --------------------------------------- FeAa_AV THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 1=i2;po!5a1 !P gtem Construction Permit e _ Permission is hereby grante o Construct r )),Repair( ) p rade( bandon( ) System located at �'e! "A'a 6 U)Qq �/5S 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 onstru.'-tion m st be-corn, cte within three years of the d te� ; 't. Date: Approve , s 10,;U2i OU MON 15:49 FA.T 506 866 6146 ENI%IROTECFI LABS [a001r004 EAWROTECHLABORATOMES,12VC. d MA CBRT.NO.:Ad MA 043 v" 44P Rte.LV Sandcw,* MA 02W 508(NNS-6 p) 1-80a U39.6" FAX(&V)888."ff CLIENT: Jack Phelan LOCATION: Lot 21, 81 Angela Way ADDRESS: PO Box 7352 W. Bamstable, MA Kennington, CT 06037 COLLECTED BY. Clifford Wells SAMPLE DATE: 925/2000 SAMPLE TIME: 1:20 WATER SAMPLE TYPE: New Wall DATE DECEIVED: W5/2000 LAB I.D.#: 0009430 WELL.SPECS.: 357 40 PVC RESULTS OF ANALYSIS; Panimeiers Units Recommended Results Method Date Analyzed LlmKs Colftbnn bacteria /I DO W 0 d 9222 6 9/26/2000 PH pH units 6.5-5.5 5.66 4500 H+ 9/25/2000 Conductance umhos/cm 500 123 120.1 9/2512000 Nlbate-N mg/L 10.0 1.50 300.0 GY25/2000 N&Ite-N mg/L 1.00 <0.003 300.0 9/25/2000 Sodium mg& 28.0 9.9 200.7 9/2512000 Iron mg/L 0.3 0.384 200.7 9/2512000 Manganese mg/L 0.05 0,036 200.7 9/25/2000 Voiadle Organics ug/L See Report NO EPA 524.2 9126/00 COMMENTS: Low pH indicates high corrosive characteristics_ Iron level is not a health hazard. WATER MEET'S EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=less than Date/d"aL r4'a >=greater than 6ft;nald J.S r6TNTC=too numerous to count Laorat0 Mector 15 50 FAX 508 883 6446 ENVIROTECH LABS / 004 IWOL WOWATER ANALYMAL EPA Method 524.2 (Continued) Volatile Organics by GC/MS Field Di 0009430 Laboratory ID: 36206.01 Prciw-. Phelan/Lot 21 #81 Angela Way W Batch ID. VMaTa94-W ClienL Envi►otech Laboratories,Inc. Sampled. 09-25-00 Container- 40 mL VOA Vital Received: 09.2540 Preservation: Ha I Cool Analyzod: 09-26-00 Matrix: Aqueous Uitution Factor. 1 Page: 2 of 2 9618-4 _1.2,3-TrichloropropaneW _ 8RL _ == up/L 0.5 103-65-1 n-Pro y Ibenzpne ORL I ug/L 0.5 95�9_g 2-Chlorotoluene _ 8RL --7 -u�l 0.5 108-67.8 1,3,5-7rimethylbenzene 8RL u L. 0.; 106-43-4 14-Chiarutoluene - --- BRL u L 0.5 9B-Of-6 tert Butylbenzene BRL ug/L 0.5 95-63-6 1,2,4 Trimtathylbenzene SRL l sV.L-'--.. 135 0.5 -96.8 sec•But Ibcnicm: 8RL ug/L 0.5 .541-73-1 1,3-Dichtoroberzenn _ . BRL 99.57-6 44.%opropyltoluerxug/L 0.9 - _- 10&46,-7 1,4•DiCltlt]rnt eruene BRL ug/L 0.5 95.50-1 _ TA-Diehlorobenzene — — gRt _ ug/L 0.5 104-51-8 n•Butylbenzene BRL — 4L 0,5 96-12.8 1,2-Dibrwno-3-cldoroprop13nc--- _ BRL ttg/L 0.5 12t}b?-i_ 1,2,4-17rld,lprpberzcne 8RL ukJL -- 0.3 _ 87-68-3 Hexed Iwo butadiene _ BRL - ug/L -- 0.5 91.20.3 _ � Naphthalene - BRL_ _ug/L - 0.5 _ 87.61-6 1.2.3-Trichlorobenzene BRI, u L 0.5 _.. -77 =. ,-.-:-,QC SL1riAtYRtu'rld -r _ r�r,tiJ t,2-aichlorobenzerle-d. - -- —105SIN%ryu ..M. �Y 70-13_0 9L' �4-B►otttoflvOrpllenzene Y 102 % 70.130% Method Relererrce: MCthoCS for the Deter minallon of Orkanic Ccmpounds in Drinking Water,Supplement 111,US EPA, EPA-600/R•951131 (1995), n1ethod Revision 4.0. Maly*list as derivW from 40 C.F.R.141.40 and 40 C.F.R.141.61,and additional analyte WOE. Report t OUMons: 6RL ktdlra(eS GCncrntr.7tlofl,4 any,Is below reporting limit[or analyte- Reponing limit is the 1pwe.5t concentration that can Lic reliably quantified under routine laboratory op2rating conditions. Repairing limits are adlu5ted for sample dilution and sample size. - Groundwater Analytical, Inc., P.O. Box 1200, 2.28 Main Street, BLizzar(IS Bay, MA 02532 ICAL NALYr A EPA Method 524.2 (Continued) Volatile Organics by GC/MS Field 101 0009430 laboratory to: 36206.01 Prciect- PhelanlLot 21 #81 Angela way QC Bach DD: VM&-1494-W Client sampled.Laioorator4s,Inc. Sampled: 09.25-00 Container. 40 mt VCA Vital Received: 09.2S-00 Pntnervatiun: Ha I Coal Analyzod: 09-2400 Matrix: Aqueous (XHutton Factor. 1 Page: T of 2 Y.c`' =__�_ �-1.�...Cif_CiCC�lifa[1�'—�--�,'�r.—_�eif�i:3tfpell�E-HMi 96-18-4 t_2,3-Trichlaropropane _BRL u L 0.5 103.05-1 n-Pro (benzene BRL I _ ug/L 0.5 95 49 8 2-Chlorcmlucne BRL _ —� ug1L 0.5 _ 10&6T--8 _ 1,3,5-TrfMq ylbenzer,e 8RL u L 0.5 106-43.4 4-Chlorctoluene _ _ BRL u L 0.5 9&-0" - wrr=Butylbenzene - BRi ug/L_ 0.5 95-63-6 1,1,4-Trimathylbenzene BRL i _ 9 L 0.5 135-98.8 .iec-But•Ibenzcnc _ _ BRL _ugtL — - 0.5 541-73-1 I �,3-Ricfdorobcrzenn i _ _ BRL I up/L O.S _ 99.87.E ,_wwpro�yltoluene __ 8RL WL 0.3 106.46-7 1,443icl.-latoLywizene _ BRL j uWL 0.5 95.50-1 t,2-Di 15!robenzene BRI _ *L 0.5 104-!S18 n-eutylbenzena -_ Y—�1tC— tjelL 0,5 — 96-12-8 1,.Z-DibrtxnoJ-chloropronane BR_L u�L 0.5 120-82-1 1,2,4-Tr.cf-lorobenzene _ 8RL 8T-08-3 - ile�acttloeobui:tficne _7 _ BRL 91.20.3 1 Naphthalenr ' BRL_ ugrL 0 5 _ 87-61-6 1,:,3-7rid iorobenzene l BRL_ �u (L 0.5 _ Sarf��ate-Cori 1,2-Dicnlorobenztxte-d. ._..__ . S% TO-130`X i 4.8romofluorobenzene _ j 70-130% Metiwd Reference Mettlocs forma Determination at Organic Ccmpounds in Drinking watet,Supplement Iti,US EPA, EPM6COtR•931131 (1993), Mettoo Revision 4.o. Analyte list as oerivoad from 40 C.F.R.141.40 and 40 C.F.P 141.61,and additionai andhftMTSE_ Report ivGUWmns: BRL mirattes concentratioa,t1 any,Is below reporting limit for analyze_ Rnwrting limit is the Ipwk4 concentration that can brc rcliably quantified underroutine labomtorroperating conditiorm Reporring limits are adjusted for sample dilution and sample sfze. Croundwater Analytical, Inc.,Y.O. Sox 1200, 228 Main Street, Buzzards Bay, MA 02532 v?� R• 1 s ��� (01 S2sl 6 �-b -7-2& - 031 I'loo" @` 57 r DIM,- (n�-, c r��-�-- C.C-�SAX G17 e7n 3 ,fie f- 0a r 6 y pub es �� /,,// f ` ,121 C64-n j,,,7 Ce , NO � f 6-7 7�� �at 1�� C ve-- cr v,w,- palw` - �Od