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Home My WebLink About0023 PARRISH WAY - Health PARISH WAY r�r n 6 0 � e No.------------------- Fee---------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Applicat ion i or V el[ Construct ion Permit Application is hereby made for a permit to Construct (�), Alter ( ), or Repair ( )an individual Well at: ----------- L Location — A ress Assessors WMaand Parcel -------- -- -- --- --- - er Address 1LJkS??7Q�91� Installer — Driller Address 9"6-3 Type of Building Vj Dwelling---------------------------------------------------------------- Other - Type of Building ----------- No. of Persons--------------------------------------------------- Type of Well—'—��- -0—4-7 Capacity----------------------- ------------------- `- ------- Purpose of Well -�O/�!6S! — 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 eCertilic .of Compliance has been issued by the Board of Health. Signe -- - -- - --- - /- °7�__--------------- date-— — — — _ _Application Approved By----------- ---------- ,Z ------------ ------------ ------- date Application Disapproved for the following reasons:----------------------------------------------------------------------------------------------- ------------------------------ --- ----------------------------- ---------------------------------------------------------- -- — — —date-- Permit No.''---��---�--�---------- -------------- Issued-------------------------------------- ----------- ?. date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f (Compliance THIS IS TO CERTIFY That the Individual Well Constructed X, Altered ( ), or Repaired ( ) t L`'-1-��- ��' /lam f -�` `' - - bY- �' -- ------ - --------------------------------------------------- - Installer— z 3 �ow►,�a �t_G�a-� �, � s l -------------------------------------------------------------------- at- --- -- --- --- �— 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. ��- --%9-- -DatedTHE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------------——— -- — - - -- — -- Inspector-------------------------------------------------------------------------- _ 1V ---------------- Fee------------ --- - - BOARD OF HEALTH TOWN OF BARNS-TABLE ` .Y Applicat ion-*rVe[r Congtrutt ion Permit Application..is hereby made for a permit to Construct K), Alter ( ), or Repair ( )an individual Well at: g? -y�4 - /_I_ a�,�s�ah1d. •1aT AA PCL Location — A ress Assessors WMaand Parcel /��Cha -/ _�.4-------------------------- - � ` , "o r�,v �i�c �C_r,� 1¢` �'�►'i5 r Address S1�JON GC/EGC- iCU n I(-�C DeCE4N5 Snip Installer Driller Address Do1��3 Type of Building Dwelling--------------------------------------------------------------- Other - Type of Building------------------------------------ No. of Persons------------------------------------------------- Type of Well Capacity 1A ------------------ Purpose - ----— of Well----`DD�-=S-7--•C-----------__ __ 1 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 Certific a .of Compliance has been issued by the Board of Health. Signe' --------------- --------- date Application Approved By ---- -- - - — ------ date -------- Application Disapproved for the following reasons:------=-------------------------------------------------------—----- --------------------------------- ---------------- ----------------------------- date Permit No.-- r- -- - =— ---— —-------- Issued --- -- - - --- - - —-------------------- I �. date BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f Compliance THIS IS TO CERTIFY That the Individual) Well Constructed X, Altered ( ), or Repaired ( ) b �iC)wv^n� _ / - Z-- ------------------------------------------ Installer z 3_P ti G/o Q� at- --- — — ----- ----------- - ------------------------------------- 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. 4� -- -i;"-Dated Z-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 Yell Cootruction ermit No. --- - _ — Fee------------------ Permission is hereby granted--- tl•Lr.. - ' ---`--------------------------------------------------- to Construct (�) Al er ( ), or Repair ( ) an Indi 'dual Well at: No. --— --—a-- CL—'-.iJ!it!_ fc/. C�+_hJ - - ---- - ------------------------------------------------------------------------------ Street as shown on the application for a Well Construction Permit No. - - 99-� —--- --- -- - - Dated -- �-2 G 9 -------- ---- ---------- ----------- -------------- c Board of Health DATE -- 5 4 < Feel � `(J THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS CA, 1 ZippYication for Mi-4pool *pftem Con5truction Permit Application for a Permit to Construct(/Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 7 Owner's Name Address and Tel.No. 'L t7T Z� � �� }�, Assessor's MapTarcel l t) 'A Installer's Name,Address,and Tel.fqo. Designer's Name,AjtpgpffWel7No.DOYLE & ASSOC. 42 Canterbury Lane East Falmouth, MA 02536 Telephone- 1;0A/c;A0-2534 e of Building: ® Q Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) `v �\ Other Fixtures �ios►(,rt Design Flow SA I' t t'_i\ gallons per day. Calculated daily flow 3�C� I��a3Liitl�=f�gallons. Plan Date Number of sheets l Revision Date Title Gti,-r AA i W !\),k \�,l �ri ST 1 �i► z tr o� \� l Z=<� hl C�= Size of Septic Tank ISlz_ t:> Type of t1 S.A.S. Description of Soil 'S nmr �i� � t� tJYJ 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 provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by th' of Heal Signed Date 3�— Application Approved by Date `"�'�✓� Application Disapproved for the following reasons Permit No. '' Date Issued TOWN OF BAR/NSTTAB�L p LOCATION VILLAGE W'' ASSESSOR'S MAP & LOT :-7' INSTALLER'S NAME&PHONE NO. aO�A v\ J SEPTIC TANK CAPACITY /6'0 y L LEACHING FACILITY: (type)aV1l I ly-ICUL ir ra (size)/� f so X •�O NO.OF BEDROOMS— BUILDER O OWNE PERMIT DATE- COMPLIANCE DATE: '1 % 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 !1� t �7. 1� O i6' 71 y f 0. " r THE COMMONWEALTH OF XMASSACHUSETTS W j Entered in computer: - PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Ziporication for nigoonlffipgtem Cowaruction Vermit - Application for a Permit to Construct(V)Repair( , )Upgrade Abandon( ) El Complete System El Individual Components - - 1 Jy Location Address or Lot No. ,,,�- -L—j m�j1 Ztyl, y�1 /�\� Owner's,Name,Address and-Tel.No. Assessor's Map/Parcel --• '4�, 1 �" f k A ` ilo g�.. R Installer's Name,Address,and Tel.No. ` Designer's Nam , ge d o. ASSOC. �2 an lmouth Lane � V V East Falmouth, MA 02536 Tf ephone: 508/540-2534 die of Building: 0 Q Dwelling No.of Bedrooms _ Lot Size D 4? sq.ft. Garbage Grinder( ) (( ' \ Other Type of Building No.of Persons Showers Cafeteria( ) Y% � Other Fixtures a , Design Flow s" >r S(,jA - 'gallons per day. Caleulated'daily flow 350 : !. = gallons. 0 Plan Date.' 1 Number of sheets �° Revision Rate Title 5,1=rf- RA:� o►` )_ JU 3 114 �r_sTt 4 �Sck� ar NU4"QV Sr;..►PrZkta= Size of Septic Tank 1S nC). /•' Type of,S.A.S. —Description of Soil S t= Str '\�►. � LW Nature of Repairs or Alterations(Answer when applicable) - f j d � r 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 Title 5 of the Environmental Code and not to place the system in operation until a Ceitifi- cate of Compliance has been issued by th' d of Health's Signed C•�''� Date J,^ z-� Application Approved by a i a Date P Application Disapproved for the following reasons Permit No. �` a Date Issued r —___ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned(, )by �G A&LTA at Z 3 iP�&12-�_'.{S f4 Lk) A`t /iA,e�lS i Aij Lr has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated J Installer C A -�(___Tn Designer 5T L 121-&2 / 1�®P y 4—d-- The issuance of this permisha not be construed as a guarantee that the y�sem will function as des`gned/ Date ti � Inspector 4 7/ /f rJt � h - ----- ' No. '� r� ---------------------Fee 7, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migoogar *pgtem Congtruction 3permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) L�r Z Z + System located at Z 3 I�/1 2fL I S►t iAJ A-/ 1�.aA(L/1-� i-,Q 6(_G 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. Date: - —Y 7 Approved by �� zf ENVIROTECHLABORATORIES,INC. _ MA CERT.IVO.:M-MA 063 449 Rte.130 9 Sandwich, MA 02563 908(888-6460) 1-800 339-6460 FAX(908)888-6446 CLIENT. Mike Nugnes LOCATION: Map 110, Pcl 45 ADDRESS: 50 Skating Ring Road 23 Parrish Way Hyannis, MA 02601 W. Barnstable, MA COLLECTED BY. Desmond Wells SAMPLE DATE: 1-29-99 SAMPLE TIME. 2:OOPM WATER SAMPLE TYPE: New Well DATE RECEIVED: 1-29-99 LAB I.D. #: 991421 WELL SPECS.: 4"/PVC/707100' RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 1/29/99 pH pH units 6.5-8.5 5.88 4500 H+ 1/29/99 Conductance umhos/cm 500 120 120.1 1/29/99 Nitrate-N/Nitrite-N mg/L 10.0 0.35 4500-NO3 E 1/29/99 Sodium mg/L 28.0 8.1 200.7 2/1/99 Iron mg/L 0.3 0.08 200.7 2/1/99 Manganese mg/L 0.05 0.007 200.7 2/1/99 Volatile Organics See report. Chloroform ug/L 100 1 EPA 524.2 2/1/99 COMMENTS: Low pH indicates high corrosive characteristics. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. Date,40� Rdoald J. S d Laborato irector <=less than >=greater than TNTC=too numerous to count i 2- 2-99 12:25 PM :GROUNDWATER ANALYTICAL ENVIROTECH 508 759 4475;# 1/ 5 GroGROUNDWATER P.O.Box 120 Analytical,Inc. ANALYTICAL. Main Street 228 Main Street Buzzards Bay,MA 02532 Telephone(508)759-4441 FAX(508)759-4475 February 2, 1999 Mr. Ron Saari Envirotech Laboratories 449 Route 130 Sandwich, MA 02563 Project: Nugnes/23 Parrish Lab ID: 25047 Sampled: 01-29-99 Dear Ron: Enclosed is the Volatile Organics Analysis performed for the above referenced project. This project was processed for Rush turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a project narrative indicating project changes and non-conformances, a brief description of the Quality Assurance/Quality Control procedures employed by our laboratory, and a statement of our state certifications. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, Jonathan R. Sanford President JRS/awc Enclosures -----------------------------------------=------ -- - -_ ----<,------------ ----------------------- 7- '2-99 12:25 PM ;GROUND:NATER ANALYTICAL ENVIROTECH - 608 759 4475;# 2/ GROUNDWATER ANALYTICAL EPA Method 524.2 Volatile Organics by GOMS Field ID. 991421 Laboratory ID: 25047-01 Project: Nugnes/23 Parrish QC Batch ID: VM1-1430-W Client. Envirotech Sampled: 01-29-99 Container: 40mL Glass Vial Received: 01-29-99 Preservation: HCI/Cool Analyzed: 02-01-99 Matrix: Aqueous Dilution Factor: 1 Page: 1 of 2 75-71-8 Dichlorodifluoromethane BRL ug/L 0.5 74-87-3 I Chloromethane BRL ug/L 0.5 75-01-4 Vinyl Chloride BRL ug/L 0.5 74-83-g Bromomethane BRL ug/L 0.5 75-00-3 Chloroethane BRL ug/L 0.5 75-69-4 Trichlorofluor6methane - BRL ug/L 0.5 75-35-4 1,1-Dichloroethene _ BRL ug/L 0.5 75-09-2 Methylene Chloride BRL ug/L 0.5 156-60-5 trans-1,2-Dichloroethene BRL ug/L 0.5 1634-04-4 Methyl tert-butyl Ether(MTBE) BRL ug/L 0.5 75-34-3 1,1-Dichloroethane BRL ug/L 0.5 590-20-7 2,2-Dichloropropane BRL ug/L 0.5 156-59-2 cis-1,2-Dichloroethene _ BRL ug/L 0.5 74-97-5 Bromochloromethane BRL ug/L 0.5 67-66-3 Chloroform 1 ug/L 0.5 71-55-6 1,1,1-Trichloroethane BRL ug/L 0.5 56-23-5 Carbon Tetrachloride BRL ug/L 0.5 563-58-6 1,1-Dichloropropene BRL ug/L 0.5 71-43-2 Benzene BRL ug/L 0.5 107-06-2 1,2-Dichloroethane _ BRL ug/L 0.5 79-01-6 Trichloroethene _ _ BRL ug/L 0.5 78-87-5 1,2-Dichloropropane BRL ug/L 0.5 74-95-3 Dibromomethane BRL ug/L 0.5 75-27-4 Bromodichloromethane BRL ug/L 0.5 10061=01-5 cis-1,3-Dichloropropene BRL ug/L 0.5 108-88-3 Toluene BRL ug/L 0.5 10061-02-6 trans-1,3-Dichloropropene BRL ug/L 0.5 79-00-5 1,1,2-Trichloroethane BRL ug/L 0.5 127-18-4 Tetrachloroethene BRL ug/L 0.5 142-28-9 1,3-Dichloropropane BRL ug/L 0.5 124-48-1 Dibromochloromethane BRL ug/L 0.5 106-934 1,2-Dibromoethane BRL ug/L 0.5 108-90-7 Chlorobenzene _BRL ug/L 0.5 630-20-6 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 100-41-4 Ethylbenzene BRL ug/L 0.5 r1o8 38 006-42-3 meta-Xylene and para-Xylene BRL ug/L 0.5 9547-6 ortho-Xylene BRL ug/L 0.5 100-42-5 tBromobenzene rene BRL ug/L 0.5 75-25-2 omoform BRL ug/L 0.5 98-82-8 opropylbenzene _ _- BRL ug/L 0.5 108-86-1 BRL ug/L 0.5 79-34-5 1,2,2-Tetrachloroethane BRL u9 0.5 -------------- 2- 2-99 12:25 PM ;GROUNDWATER ANALYTICAL ENVIROTECH 508 759 4475;# 3/ 5 GROUN13WATER ANALYTICAL EPA Method 524.2 (Continued) Volatile Organics by GUMS Field ID: 991421 Laboratory ID: 25047-01 Project: Nugnes/23 Parrish QC Batch ID: VM1-1430-W Client: Envirotech Sampled- 01-29-99 Container: 40mL Glass Vial Received: 01-29-99 Preservation: HCI/Cool Analyzed: 02-01-99 Matrix: Aqueous Dilution Factor: 1 Page: 2 of 2 ....... .. ,. ,...,_.?i:c......:.......•.._��:::::�:al...:.;...:! .. .:...:.:::::,:.::..,::. ...,�.....: ::::-:-.....,... on. elrfraf[ott.:I?:�:� ;;:�r4•c:�ii?-��....».:.. ,•n.-:i..,o .:BRL..... �;_^ 96_18-4 1,2,3-Trichloropmp_ane ug/L 0.5 103-65-1 n-Propylbenzene BRL ug/L 0.5 95-49-8 2-Chlorotoluene _- BRL ug/L 0.5 E106-43-4 1,3,5-Tri methyl ben zene____ - BRL ug/L 0.5 4-Chlorotoluene - BRL ug/L 0.5 tert-ButyibenzeneBRL ug/L 0.5 1,2,4-TrimethylbenzeneBRL ug/L 0.5 13 - - sec-Butyl benzene BRL ug/L 0.5 541-73-1 1,3-Dichlorobenzene BRL ug/L 0.5 99-87-6 4-Isopropyltoluene BRL ug/L 0.5 106,46-7 . 1,4-Dichlorobenzene BRL ug/L 0.5 95-50-1 1,2-Dichlorobenzene BRL ug/L 0.5 104-51-8 n-Butylbenzene BRL ug/L 0.5 96-12-8 1,2-Dibromo-3-chloropropane _ BRL _ ug/L 0.5 120-82-1 1,2,4-Trichlorobenzene BRL ug/L 0.5 87-68-3 Hexachlorobutadiene BRL ug/L 0.5 91-20-3 �1,a2�3 phthalene BRL ugh. 0.5 87-61-6 Trichlorobenzene BRL ug/L 0.5 01 1,2-Dic oro enzen 4 102 % 70-130% 4-Bromofluorobenzene 93 % 70-130% Method Reference: Methods for the Determination of organic Compounds in Drinking Water,Supplement III,US EPA, EPA-600/R-95/131 (1995). .Method Revision 4.0. Analyte list as derived from 40 C.F.R. 141.40 and 40 C.F.R. 141.61,and additional analyte MTBE. Report Notations: BRL Indicates concentration,If any,Is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. ENVIROTECHLABORATORIES,INC. MA CERT.IVO.:M-MA 063 449 Rte.130 l Saadwicb, MA 02563 508(888-6460) 1400 339-6460 FAX(508)888-6446 CLIENT. Mike Nugnes LOCATION: Map 110, Pcl 45 ADDRESS: 50 Skating Ring Road 23 Parrish Way Hyannis, MA 02601 W. Barnstable, MA COLLECTED BY. Desmond Wells SAMPLE DATE. 1-29-99 SAMPLE TIME: 2:OOPM WATER SAMPLE TYPE. New Well DATE RECEIVED: 1-29-99 LAB I.D. #: 991421 WELL SPECS.: 4"/PVC/707100' RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 1/29/99 pH pH units 6.5-8.5 5.88 4500 H+ 1/29/99 Conductance umhos/cm 500 120 120.1 1/29/99 Nitrate-N/NI"e-N mg/L 10.0 0.35 4500-NO3 E 1/29/99 Sodium mg/L 28.0 8.1 200.7 2/1/99 Iron mg/L 0.3 0.08 200.7 2/1/99 Manganese mg/L 0.05 0.007 200.7 2/1/99 Volatile Organics See report. Chloroform ug/L 100 1 EPA 524.2 2/1/99 COMMENTS: Low pH indicates high corrosive characteristics. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES r FOR PARAMETERS TESTED. Date d Rdoald J. S d LaboratoryWirector <=less than >=greater than TNTC=too numerous to count s 2— 2-99 12:25 PM :GROUNDWATER ANALYTICAL ENVIROTECH 508 759 4475:# 1/ 5 GROUNDWATER groundwater Analytical,Inc. P.O.Box 1200 ANALYTICAL228 Main Street Buzzards Bay,MA 02532 Telephone(608)759-4441 FAX(508)759-4475 February 2, 1999 Mr. Ron Saari Envirotech Laboratories 449 Route 130 Sandwich, MA 02563 Project: Nugnes/23 Parrish Lab ID: 2So47 Sampled: 01-29-99 Dear Ron: Enclosed is the Volatile Organics Analysis performed for the above referenced project. This project was processed for Rush turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a project narrative indicating project changes and non-conformances, a brief description of the Quality Assurance/Quality Control procedures employed by our laboratory, and a statement of our state certifications. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, Jonathan R. Sanford President J RS/awc Enclosures -------------=---- -------------------------------------------------------------=-:-::k-r=s' -------------------- 2- r-99 12:25 PM ;,GROUNDWATER ANALYTICAL ENVIROTECH 50'$ 759 4475;9 2/ i s r - GROUNDWATER ANALYTICAL EPA Method 524.2 Volatile Organics by GUMS Field ID: 991421 Laboratory ID: 25047-01 Project: Nugnes/23 Parrish QC Batch ID: VM1-1430-W Client: Envirotech Sampled: 01-29-99 Container: 40mL Glass Vial Received: 01.29-99 Preservation: HCI/Cool Analyzed: 02-01799 Matrix: Aqueous Dilution Factor: 1 Page: 1 of 2 1 ..__ - i'i;di :F!::•:':'Ksi ..::i�'=:�ii :`:;:; .::ri:r::::r �;.:p•- .,:..�.... ...:._.... ....._ tr..._. 75-71-8 Dichlorodifluoromethane BRL ug/L 0.5 74-87-3 Chloromethane BRL ug/L 0.5" 75-01-4 Vinyl Chloride BRL ug/L 0.5 i 74-83-9 Bromomethane _ - BRL ug/L 0.5 75-00-3 Chloroethane - BRL ug/L 0.5 75-69-4 Trichlorofluoromethane - BRL ug/L 0.5 75-35-4 1,1-Dichloroethene - BRL ug/L 0.5 75-09-2 Methylene Chloride BRL ug/L 0.5 156-60-5 trans-1,2-Dichloroethene BRL ug/L 0.5 1634-04A Methyl tent-butyl Ether(MTBE) BRL ug/L 0.5 j 75-34-3 1,1-Dichloroethane BRL ug/L 0.5 590-20-7 2,2-Dichloropropane BRL ug/L 0.5 156-59-2 cis-1,2-Dichloroethene BRL ug/L 0.5 74-97-5 Bromochloromethane BRL ug/L 0.5 E56-2 Chloroform 1 ug/L 0.5 1,1,1-Trichloroethane. BRL ug/L 0.5 Carbon Tetrachloride BRLug/L 0.5 1,1-Dichloropropene BRLug/L 0.5 71- - Benzene BRL ug/L 0.5. 107-06-2 1,2-Dichloroethane _ BRL ug/L 0.5 79-01-6 Trichloroethene _ BRL ug/L 0.5 78-87-5 1,2-Dichloropropane BRL ug/L 0.5 74-95-3 Dibromomethane BRL ug/L 0.5 75-274 Bromodichloromethane BRL ug/L >-.0.5 10061-01-5 cis-1,3-Dichloropropene BRL ug/L 0.5 108-88-3 Toluene BRL ug/L 10061-02-6 trans-l,3-Dic loropropene BRL ug/L. 79-00-5 1,1,2-Trichloroethane BRL ug/L 05 127-18-4 Tetrachloroethene BRL ug/L ;0;5 142-28-9 1,3-Dichloropropane BRL ug/L s 0.5 124-48-1 Dibromochloromethane BRL ug/L 05 106-93-4 1,2-Dibromoethane BRL ug/L 0.5 108-90-7 Chlorobenzene BRL ug/L 0.5 630-20 6 1,1,1,2-Tetrachloroethane BRL ugJl 0.5 i 1-4 Ethylbenzene BRL ug/L 0.5 3/�06-42-3 meta-Xylene and para-Xylene BRL ug/L 0.5 -6 ortho-Xylene BRL ug/L 0.5 2-5 Styrene BRL ug/L 0.5 75 25 2 Bromoform BRL ug/L 0.5 98-82-8 isopropylbenzene u-- BRL ug/L 0.5 108-86-1 Bromobenzene BRL ug/L 0.5 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 y 2- 2-99 12:25 PM ;GROUNDWATER ANALYTICAL ENVIROTECH 508 759 4475;4 3/ 5 GROUNDWATER ANALYTICAL EPA Method 524.2 (Continued) Volatile Organics by GUMS Field ID: 991421 Laboratory ID: 25047-01 Project: Nugnes/23 Parrish QC Batch ID: VM1-1430-W Client: Envirotech Sampled: 01-29-99 Container. 40ml-Glass Vial Received: 01-29-99 Preservation: HCl/Cool Analyzed: 02-01.99 Matrix: Aqueous Dilution Factor: 1 Page: 2 of 2 >: .1W: r. r ...:::.::.....:::.-:.:t:.: - - :,LIB ,. 96-184 1,2,3 Trichloropropane BRL ug/L 0.5 103-65-1 n-Propylbenzene BRL ug/L 0.5 95--49-8 ! 2-Chlorotoluene BRL ug/L 0.5 108 67-8 1,3,5-Trimethylbenzene u BRL ug/L 0.5 106-43-4 4-Chlorotoluene BRL ug/L 0.5 98-06-6 tent-Butylbenzene BRL ug/L 0.5 95-63-6 1,2,4-Trimethylbenzene BRL ug/L 0.5 135-98-8 sec-Butylbenzene BRL ug/L 0.5 541-73-1 1,3-Dichlorobenzene BRL ug/L 0.5 99-87-6 4-Isopropyltoluene BRL ug/L 0.5 10646-7 . 1,4-Dichlorobenzene BRL ug/L 0.5 95-50-1 1,2-Dichlorobenzene BRL ug/L 0.5 104-51-8 n-Butylbenzene BRL ug/L 0.5 96-12-8, 1,2-Dibromo-3-chloropropane BRL ug/L 0.5 120-82.1 1,2,4-Trichlorobenzene BRL ug/L 0.5 87-W3. Hexachlorobutadiene BRL ug/L 0.5 91-20-3 Naphthalene BRL ug/L 0.5 87-61-6 1,2,3-Trichlorobenzene BRL ug/L 0.5 1,2-D1 or nzen 4 102 % 70-130% 4-Bromofluorobenzene 93.% 70-130% . Method Refirettce: Methods for the Determination of Organic Compounds in Drinking Water,Supplement 111,US EPA, EPA-600/RA5/131(1995). Method Revision 4.0. Analyte list as derived from 40 C.F.R.141.40 and 40 C.F.R. 141.61,and additional anatyte MTBE. Report Notations: SRL Indicates concentration,If any,Is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. TOWN OF BARNSTABL LOCATIO? - ,r 0'. to kJ I � EWAGE # 91V So VILLAGE�� '90k f h S."If ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. aO� h 15416 SEPTIC TANK CAPACITY a6 y 6 -r/ LEACHING FACILITY: (type) ►n .P,l"f&rS — (size)/®�X sox A NO.OF BEDROOMS ®� BUILDER O OWNE !/�t M O UPrwc S o PERMTTDATE: "��9 COMPLIANCE DATE: Separation Distance Between the: R 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 �rbr� 61 71 ' y a9` '77 70 LANf / IN 72 TOP FOUND. EL q J'o 74 LI D R S2�q� b1 s o e WATER TIGHT COVER �'' r+^.rr-OC.I-?•F's� 1Htwyl�Hut�'1' 78 i _ . t 2" MIN. - 1/8" TO 1/2" WASHED STONE n A i b i n P �O 3 I 2' LEVEL 8O INV. EL FLOW LINE L� - � ��✓M INFILTRATOR �,� ' to' wN 14" ° INV. EL. `17 .8 MIN. � ^� ��J'^�L ,�v �r Y EFF. DEPTH 84 , / �/ / / - -' - _ _ - _ \ \ � \ � � \ �\ . \ � � ` � \ �\ � �/ � ' ♦�`• I s SUMP J3/4', a� 1 1/2" WASHED STONE 86 / - _ 10' MIN. q ucuwn + EL., o •c _ _ 4ry2 \ \ \ \ USGS LOCUS 1. 25, 000 s r . . L A INV. EL fiL•S \ INV. EL a3.1 a INV. EL. 9Z.3 90 • �e . � - a t n ` n � `� a � S.A.S. _ �o LONG x �� WIDE x ?EFF; DEPTH _-_.. __. _ WITH -7- HIGH CAPACITY INFILTRATOR CHAMBERS \ - \ \ \ \ \ \ \ —_ PRECAST REINFORCED CONCRETE , \ \ \ \ \rsso` \ \ \ \ \ \ DISTRIBUTION BOX / 90 \ \ \ 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK � 33,063 sq.ft. / \92 y,. \ \ \ \ \ \ \ \ \ \ \ INSTALL ON A LEVEL BASE �.. - i_ MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) MINIMUM WALL THICKNESS 2" T��s�y!♦��2 Ahb�01z ►.tb oG 4N+z.. .�• F: -at�� '�{ ^o' - - - _ _ _ _ / / \ \ \ \ \ \ \ \ \ TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND ToLF-r��d • 92 ----------'---_-_-_��' SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW UNE MINIMUM INSIDE DIMENSION = 12" % ' / 1500 / GAL/TANK 94 \ \ \\ \\ OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE OUTLET INVERTS SHALL BE EQUAL TO EACH . __ !_ _ gp / ; \ \ { \ \ \ \ \ \ SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN—OUT OTHER AND AT 2" MINIMUM BELOW INLET INVERT. to L, g S 0 , \\ �� / / \ / \ \ •\ \\ \\ \ \\ \ \ \\ \\ \ \ A ,r p1ST BOX THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX ` THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING \ , / p \'•, �� \ \ \ \ \ \ MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION OUTLET PIPE LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. y ' \ i ,\ / `N / \ Z' \•.`\ ` \ \ \ \ \ \ \ ` rr l , u / C3' ,o \ \ \ \ \ \ \ \ \ \ INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE � " AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE p O \ �o \' \ \ \ \ o SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE , , r� LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF \ �` 3g - / / ` s� \ '�� \'. �. '' \ \ \ \ \ \ \ \ \\ \ '72 ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY _ \ COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE EQUAL ELEVATION. �• o�. HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT , / / `1 274 SETTLING. /. ; \ "; �0 \ O� h \ ` \ \ \ ' \ 76 ^� 1 SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9'. / - Proposed/ / � , �' , I Garage/ � ,.�= �y ., \ 78 ` \ \ \ B WITH READILY REMOVABLE IMPERMEABLE � THREE 20 MANHOLES \ \ \ \ \ COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS / lam.-o \ 82 PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND / \ - OUTLET TEES THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE I / ` t ,S I I I j , �° \ \ 4•\ \ 86 , gs 90 Proposed j I 3 Bedroom Dwelling \ . \ \ " ' 92 Exist. Well _ .�__ - _. - _ - -:: ---.. _ 90 ri \ ► -. I t :� ` � ,.� :� _ :� '92 1 , , 1 1 1 4 98 , Future Exist. Well ( I , 0 \ \ \ \ `� Expansion 9935 s 70*03'15" E / 1 I- /181• / \ .'t \ \\ \ �� \\ \� 10 REFERENCE MAP: / _ ' 1 1 �`\. �I I 1 \ \ \ \ 1.04 SOIL OBSERVATION DATA: o o �1 1 wZ CAPE COD __ WATER TABLE CONTOURS 9 _ - / 1 AND �,♦ - -- :� / Drive --i \ 1 1 \ \ / 1 106 PUBLIC WATER SUPPLY `�_ - \ 1 I e \ \ / / TEST DATE WELLHEAD PROTECTION AREAS ' o ogea-- _ - 104 106 86 too 102 �- '1-�.y Lt� �.a ��r Est+ SEPTEMSER tsss `� \ 88 \ \1 i \ / / SOIL EVALUATOR y U' `' i \ ` WATER RESOURCES OFFlC£ ; o 01 `\ \ �Y, \ Lc. 1 266.19 94 96 B.O.H. AGENT 1 art; �L` CAP£ Coo COMMISSION / .., EXCAVATOR r' i 13' \ \ \ 092 3-15 W 90 - 1C"u5C6 N 70• t roposed Well � ' f \ \ 90 PERC/RATE \ 92 94 �T o' 96 ZONING DISTRICT: RF BUILDING SETBACKS: J FRONT-30' s z4 REAR-15' � SIDE-15' cr FEMA DATA: GRAPHIC SCALE ZONE 'C" 20 0 10 zo 40 Bo I ASSESSORS DATA: Lxist. Woll MAP 110 PARCEL 45 I REFERENCE PLAN: 14�1, ( IN FEET ) "WEST PARRISH ACRES" 1 inch = 20 it~ BOOK 418 PAGE 55 PLAN VIE W WATER OVERLAY DISTRICT: AP G� GENERAL CONSTRUCTION NOTES MUNICIPAL WATER IS NOT AVAILABLE 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF �L � :, ,_ RULES AND REGULATIONS FOR DESIGN DATA: % THE SUBSURFACE DISPOSAL OF SEWAGE. l�1 STRUCTURE �S. 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE E No: BEDROOMS GARBAGE DIISPOSAL WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS DESIGN FLOW 3 x \\o - z3u ��.a PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE. , ' A. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF � I ri-I � IP LAN U 17 LAN 7D - ''...�0 , l'..A,�+-SOt�` 1( 0,��i� �'�� (4�'17 `, .��`,� WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 �---� , IN OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN ' 10' OF DRIVES OR PARKING UNLESS NOTED. SEPTIC TANK 3 ;Jx :.La1/' = Gin ��t '�� C1 t..�.� A-y 4'' ;�"�; , .j�°'`�� WE] S rF B .AI-N-S TAB J, MA 4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL ` DEPICTING THE PROPOSED SITE UTILITIES PRIOR TO ANY EXCAVATION. LEACHING FACILITY >JSE, \o �� . Z 1 �r• � �i h .. + L11 5. SEWER PIPES SHALL BE 4 SCHEDULE 40 PVC LAID AT 0.02 SLOPE. N- T__T Cam- ZIT E � � I ID E N- C 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. Scaler as shown Date: December 11, 1998 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. Prepared By. �^ Stephen J. Doyle and Associates 42 Canterbury Lane, East Falmouth, Massachusetts 02536 Telephone: 508/540-2534 i E i