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0050 MARCHANT AVENUE - Health
50 Marchant Ave Hyannis A= 286-023 \ T 1 i AsBuilt Page 1 of 1 TOWN OF BAMSTABLE LOCATION ' OO !4Vr —_SEWAGE#, VILLAGE ASSESSOR'S MAP.&PARCEL n INSTALLER'S NAME&PHONE NO. J e��-_��cz jurcL C� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) to- 5ce 6d C�t,4,r� (size) k 2r NO.OF BEDROOMS OWNER •Q�h�� PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility Of any wells exist on " site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility Of any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY � L S� Cq- 17's' 01 to y �lr http://issgl2/intranet/propdata/prebuilt.aspx?mappar-286023&seq=1 10/18/2018 TOWN OF BARNSTABLE LOCATION 0 Y'Y,,,r-�,L� * A& SEWAGE# O)Z— VILLAGE ASSESSOR'S MAP.&PARCEL aw INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 3(.x) &'L' LEACHING FACILITY:(type) /©- 5iz 6J Cl, ", (size) 6)7 Jr l k Z NO.OF BEDROOMS OWNERS PERMIT DATE: 2— Ap-I Zr 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 orr 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 6 � C J 1p L�1 s v 4 �y r — No. r. Fee G U THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Misposar 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(j-�Abandon( ) Complete System ❑Individual Components Location Address or Lot No. S V 1`'ta4'Cti 9h f v e Owner's Name,Address,and Tel.No. 1-�y Aoa-;N eo,^f ,Al,* t5dwc�Id /7<kefi�d . s�,,�u to Assessor'sMap/Parcel 2� 23 r �► Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. JCWIJ Cjjjji - 3 Ce- rd GA.,, I 4'o r.sq os rw Type of Building: ,/t rX t/S 1C- Dwelling No.of Bedrooms /O -4- SM Sy " Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) J/ ! 2,5- gpd Design flow provided f Jr3 gpd Plan Date Number of sheets Revision Date Title / Size of Septic Tank?_C-C War'Mcnf I500 anj 2�1x! Type of S.A.S. 10^SOD 6-aIII Clank jer S i/q:Ce-101 Description of Soil A Layer from 0-V otif _SaJw loam. & 1/c/'47"" 30-4, err sa"a( el L le!�r i;,&m, 41G` J�, 106" of CoL_�cf aha( C 2-4grer frowi far-/a?& a-F gang Nature of Repairs or Alterations(Answer when applicable) Ia � /©®h jS gspp� cr v�� r oT 019�'Ce_ —°s4aare 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 vi o ental Code and e system in operation until a Certificate of Compliance has been issued by this Board of a th. We-We-4 Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 2 ( 2 -2 ° Date Issued i JJ No. ��t��� `•�G (� 4, R ws. w`ti..�� + "Fee !1 U — THE" OM OF_MASSACHUSETTS -(Entereaincomputer: Yes PUBLIC HEALTH'DIVISION - TOWN OF BAFASTABCE, MASSACI HUSETTS rA `' ltJrlLatI01I-for isposaf i�pBArm 66nstrUctidn 3permit °`'•Application for a Permit to Co struct( ) Repair( ) Upgrade(/-�Abandon( ) Oomplete System ❑Individual Components `.Location Address or Lot No. TO .141aeCA174 f Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �� Z ?, U/G/fit �/ hSf, u to Installer'§Name,Address,and Tel.No._ Designer's Name,Address,and Tel.No. �( r Smell;van ahS)Aec, r,'P%J y1cf- rCJ i,R_, VS Type of Building: /� i l'rq� C,. Dwelling No.of Bedrooms /d S S Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) l�`�'2.57i gpd Design flow provided //s3 gpd �P Plan Date Number of sheets Revision Date Title) g _ 2`f"G-j , '!9`x N' Size of Septic Tank Z-(0MDa riM-yd 1500 an��S 0 Type of S.A.S. 10-S(D 6-01f a!'l ar S �;�i,( Descriptionof'Soil A lakler from D-VAf $ah ., /aye( Accr►M 34-VC, 0-r Sind L C I Kin- t<rIM 4/611 11 /08" a Al"j410 / (YAa/ C Z 4--gKer Nature of Repairs or Alterations(Answer when applicable) /(, 64�oor7 S g y 5 �7 _, fGt�xa r e } 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 vi o' ental Code and t<to-place e system in operation until a Certificate of Compliance has been issued by this Board of Hea th. !i Signe Date ' Application Approved by ( I0 Date / Application Disapproved by V Date for the following reasons -4PermitN7 ` , U 1 2 - 2 r e Date Issued `f 6 - / 3- ----------------------- "--- ------------------------------------------------------------------------------------- ---------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS r (Certificate of Compliance THIS IS TO CERTIFY that t e On-s"ONite Sewage is osal system Co st�ed( ) RepairedNP�A7r, >pgraded Abandoned( )by L ((( at S-0 A-1Q r C X✓e- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2 01 - o dated Installer Designer #bedrooms /D + u r ,a C ga tp Approved desi_n flow _� J gpd The issuance of this its/a11 no be construed as a guarantee that the system i fun f as d signed. - 0 Date Inspector �(;' --------------------------------------------------------------------------------------------------------------------------------------- .,No. ° ( - .2 „1) Fee d-�d 0 i THE COMMONWEALTH OF MASSACHUSETTS ' PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS disposal 6pstem (Construction Vermit Permission is hereby granted to Construct Repair) 1 Repair( ) Upgrade(V� Abandon( ) System located at 6_0 Ae rc r"G/•e m and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constru tion ust be completed within three years of the date of this permi . Date Z- Approved by I f f.. Town of Barnstable °FtHE ram, Regulatory Services P� 1' Thomas F. Geiler, Director B" MASS.�' ` Public Health Division 9� 16 9. '°rEninpra Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 1zCAZ K-4 9' 6304 Date:, C_2,ZA�� Sewage Permit# 2b� Assessor's Map/Parcel3 Installer& Designer Certification Form Designer: FwayuVM04 Installer: 1 G Address: 7,?A a.1La YL �?_0w9 Address: On A%. G \(o )-me was issued a permit to install a (date) (installer) septic stem at � yv� ��MNNt,S PO(LT' p Y T AV$ based on a design drawn by (address) QaY 1p19 / Zr>\Z dated Aua a.) Z 1Z. _ (designer) _ 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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' 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 ertified as-built by designer to follow. Stripout (if required) was inspected and the soils er ound satisfactory. F 77 bP1 a( IF4 (Installer's Signature) � i� � 10,t� .h VYL �) esigner's Signature (Affix D'es` gtne r'�S'tamp 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. gAoffice forms\des ign ercerti fi cation form.doc Serial No:08131213:19 Y � A N ALYTICAL ANALYTICAL REPORT Lab Number: L1213539 Client: Sullivan Engineering 7 Parker Road Osterville,MA 02655 ATTN: Peter Sullivan Phone: (508)428-3344 Project Name: 50 MARCHANT AVE-KENNEDY Project Number: Not Specified Report Dater 08/13/12 The original project report/data package is held by Alpha Analytical.This report/data package is paginated and should be reproduced only in its entirety.Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original. Certifications&Approvals: NY (11627),CT(PH-0141),NH(2206),NJ NELAP(MA015),Rl(LA000299),PA(68-02089),LA NELAP(03090), FL(E87814),TX(T104704419),WA(C954),DOD(L2217.01),USDA(Permit#P330-11-00109),US Army Corps of Engineers. 320 Forbes Boulevard, Mansfield, MA 020487-1806 508-822-9300 (Fax)508-822-3288 800-624-922.0-www.alphalab.com Page 1 of 20 r Serial No:08131213:19 Project Name: 50 MARCHANT AVE-KENNEDY Lab Number: L1213539 Project Number: Not Specified ` Report Date: 08/13/12 Alpha Sample Collection Sample ID Client ID Location Date/Time L1213539-01 1 HYANNISPORT 07/25/12 10:30 Page 2 of 20 Serial No:O8131213:19 Project Name: 50 MARCHANT AVE-KENNEDY Lab Number: L1213539 Project Number: Not Specified ` Report Date: 08/13/12 Case Narrative The samples were received in accordance with the Chain of Custody and no significant deviations were encountered during the preparation or analysis unless otherwise noted.Sample Receipt,Container Information,and the Chain of Custody are located at the back of the report. Results contained within this report relate only to the samples submitted under this Alpha Lab Number and meet all of the requirements of NELAC,for all NELAC accredited parameters.The data presented in this report is organized by parameter(i.e.VOC,SVOC,etc.).Sample specific Quality Control data(i.e.Surrogate Spike Recovery)is reported at the end of the target analyte list for each individual sample, followed by the Laboratory Batch Quality Control at the end of each parameter.If a sample was re-analyzed or re-extracted due to a required quality control corrective action and if both sets of data are reported,the Laboratory ID of the re-analysis or re-extraction is designated with an"R"or"RE",respectively.When multiple Batch Quality Control elements are reported(e.g.more than one LCS),the associated samples for each element are noted in the grey shaded header line of each data table.Any Laboratory Batch,Sample Specific% recovery or RPD value that is outside the listed Acceptance Criteria is bolded in the report.Performance criteria for CAM and RCP methods allow for some LCS compound failures to occur and still be within method compliance.In these instances,the specific failures are not narrated but are noted in the associated QC table.This information is also incorporated in the Data Usability format for our Data Merger tool where it can be reviewed along with any associated usability implications.Soil/sediments,solids and tissues are reported on a dry weight basis unless otherwise noted.Definitions of all data qualifiers and acronyms used in this report are provided in the Glossary located at the back of the report. In reference to questions H(CAM)or 4(RCP)when"NO"is checked,the performance criteria for CAM and RCP methods allow for some quality control failures to occur and still be within method compliance. In these instances the specific failure is not narrated but noted in the associated QC table.The information is also incorporated in the Data Usability format of our Data Merger tool where it can be reviewed along with any associated usability implications. Please see the associated ADEx data file for a comparison of laboratory reporting limits that were achieved with the regulatory Numerical Standards requested on the Chain of Custody. HOLD POLICY For samples submitted on hold,Alpha's policy is to hold samples free of charge for 30 days from the date the project is completed.After 30 days,we will dispose of all samples submitted including those put on hold unless you have contacted your Client Service Representative and made arrangements for Alpha to continue to hold the samples. Please contact Client Services at 800-624-9220 with any questions. I Page 3,of 20 c� '� Serial_No:08131213:19 Project Name: 50 MARCHANT AVE-'KENNEDY Lab Number: L1213539 Project Number: Not Specified Report Date: 08/13/12 Case Narrative(contir uedl) Grain Size This report includes the #270 sieve as requested by the client. It should be noted that due to a reporting constraint this particle size could not be reported using our data report. Please refer to the attached grain size scanned data for the client requested particle size distribution. I,the undersigned,attest under the pains and penalties of perjury that,to the best of my knowledge and belief and based upon my personal inquiry of those responsible for providing the information contained in this analytical report, such information is accurate and complete. This certificate of analysis is not complete unless this page accompanies any and all pages of this report. Cynthia McQueen Authorized Signature: Title: Technical Director/Representative Date: 08/13/12 Page 4 of 20 L :` � Serial No:08131213:19 INORGANICS MISCELLANEOUS i Page 5 of 20 Serial No:08131213:19 Project Name: 50 MARCHANT AVE-KENNEDY Lab Number: L1213539 Project Number: Not Specified 1 0 Report Date: 08/13/12 SAMPLE RESULTS Lab ID: L1213539-01 Date Collected: 07/25/12 10:30 Client ID: 1 Date Received: 07/27/12 Sample Location: HYANNISPORT Field Prep: Not Specified Matrix: Soil Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst Grain Size Analysis_Mansfield Lab Cobbles ND % 0.100 NA 1 07/31/12 00:00 12,D422 SE %Coarse Gravel ND % 0.100 NA 1 07/31/12 00:00 12,D422 SE %Fine Gravel 1.20 % 0.100 NA 1 07/31/12 00:00 12,D422 SE •Coarse Sand 20.3 % 0.100 NA 1 - 07/31/12 00:00 12,D422 SE •Medium Sand 43.3 % 0.100 NA 1 - 07/31/12 00:00 12,D422 SE %Fine Sand 22.4 % 0.100 NA 1 07/31/12 00:00 12,D422 SE %Silt Fine 2.80 % 0.100 NA 1 07/31/12 00:00 12,D422 SE •Silt Fine 4.20 % 0.100 NA 1 - 07/31/12 00:00 12,D422 SE •Silt Fine 4.90 % 0.100 NA 1 - 07/31/12 00:00 - 12,D422 SE •Clay Fine 0.300 % 0.100 NA 1 - 07/31/12 00:00 12,D422 SE Zkt�A Page 6 of 20 Serial No:08131213:19 Project Name: 50 MARCHANT AVM-KENNEDY Lab Number: L1213539 Project Number: Not Specified ` Report Date: 08/13/12 Sample Receipt and'Contairier Information Were project specific reporting limits specified? YES Reagent H2O Preserved Vials Frozen on: NA Cooler Information Custody Seal Cooler A Absent Container Information Temp Container ID Container Type Cooler pH deg C Pres Seal Analysis(*) L1213539-01A Bag A N/A 3.3 Y Absent A2-HYDRO-CFINEQ,A2- HYDRO-CGRAVEL(),A2- HYDRO-FSAN DQ,A2-HYDRO- MSANDQ,A2-HYDRO- CSANDQ,A2-HYDRO- SFINEQ,A2-HYDRO- COBBLESQ,A2-HYDRO- FGRAVELQ *Values in parentheses indicate holding time in days Page 7 of 20 Serial_No:08131213:19 Project Name: 50 MARCHANT AVE-KENNEDY Lab Number: L1213539 Project Number: Not Specified Report Date: 08/13/12 GLOSSARY Acronyms EPA Environmental Protection Agency. LCS Laboratory Control Sample:A sample matrix,free from the analytes of interest,spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LCSD Laboratory Control Sample Duplicate:Refer to LCS. LFB Laboratory Fortified Blank:A sample matrix,free from the analytes of interest,spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. MDL Method Detection Limit:This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit(RL).The MDL includes any adjustments from dilutions,concentrations or moisture content,where applicable. MS Matrix Spike Sample:A sample prepared by adding a known mass of target analyte to a specified amount of matrix sample for which an independent estimate of target analyte concentration is available. MSD Matrix Spike Sample Duplicate:Refer to MS. NA Not Applicable. NC Not Calculated: Term is utilized when one or more of the results utilized in the calculation are non-detect at the parameter's reporting unit. NI Not Ignitable. RL Reporting Limit: The value at which an instrument can accurately measure an analyte at a specific concentration.The RL includes any adjustments from dilutions,concentrations or moisture content,where applicable. RPD Relative Percent Difference: The results from matrix and/or matrix spike duplicates are primarily designed to assess the precision of analytical results in a given matrix and are expressed as relative percent difference(RPD). Values which are less than five times the reporting limit for any individual parameter are evaluated by utilizing the absolute difference between the values; although the RPD value will be provided in the report. SRM Standard Reference Material:A reference sample of a known or certified value that is of the same or similar matrix as the associated field samples. Footnotes 1 -The reference for this analyte should be considered modified since this analyte is absent from the target analyte list of the original method. Terms Analytical Method:Both the document from which the method originates and the analytical reference method.(Example:EPA 8260B is shown as 1,8260B.)The codes for the reference method documents are provided in the References section of the Addendum. Data Qualifiers A Spectra identified as"Aldol Condensation Product". B The analyte was detected above the reporting limit in the associated method blank.Flag only applies to associated field samples that have detectable concentrations of the analyte at less than five times(5x)the concentration found in the blank.For MCP-related projects,flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times(10x) the concentration found in the blank.For DOD-related projects,flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times(10x)the concentration found in the blank AND the analyte was detected above one-half the reporting limit(or above the reporting limit for common lab contaminants)in the associated method blank.For NJ- Air-related projects,flag only applies to associated field samples that have detectable concentrations of the analyte above the reporting limit. C Co-elution:The target analyte co-elutes with a known lab standard(i.e.surrogate,internal standards,etc.)for co-extracted analyses. D Concentration of analyte was quantified from diluted analysis.Flag only applies to field samples that have detectable concentrations of the analyte. E Concentration of analyte exceeds the range of the calibration curve and/or linear range of the instrument. G The concentration may be biased high due to matrix interferences(i.e,co-elution)with non-target compound(s).The result should be considered estimated H The analysis of pH was performed beyond the regulatory-required holding time of 15 minutes from the time of sample collection. I The RPD between the results for the two columns exceeds the method-specified criteria;however,the lower value has been reported due to obvious interference. M Reporting Limit(RL)exceeds the MCP CAM Reporting Limit for this analyte. NJ Presumptive evidence of compound.This represents an estimated concentration for Tentatively Identified Compounds(TICs),where the identification is based on a mass spectral library search. Report Format: Data Usability Report � AL Page 8 of 20 Serial No:08131213:19 Project Name: 50 MARCHANT AVE KENNEDY Lab Number: U1 13539 Project Number: Not Specified Report Date: 08/13/12 Data Qua/hers P The RPD between the results for the two columns exceeds the method-specified criteria. Q The quality control sample exceeds the associated acceptance criteria.For DOD-related projects,LCS and/or Continuing Calibration Standard exceedences are also qualified on all associated sample results. Note:This flag is not applicable for matrix spike recoveries when the sample concentration is greater than 4x the spike added or for batch duplicate RPD when the sample concentrations are less than 5x the RL.(Metals only.) R Analytical results are from sample re-analysis. RE Analytical results are from sample re-extraction. I Serial No:08131213:19 Project Name: 50 MARCHANT AVE-1,ENI EDY Lab Number:' L1213539 Project Number: Not Specified Report Date: 08/13/12 REFERENCES 12 Annual Book of ASTM Standards. American Society for Testing and Materials. LIMITATION OF LIABILITIES Alpha Analytical performs services with reasonable care and diligence normal to the analytical testing laboratory industry. In the event of an error,the sole and exclusive responsibility of Alpha Analytical shall be to re-perform the work at it's own expense. In no event shall Alpha Analytical be held liable for any incidental,consequential or special damages, including but not limited to,damages in any way connected with the use of, interpretation of, information or analysis provided by Alpha Analytical. We strongly urge our clients to comply with EPA protocol regarding sample volume, preservation,cooling, containers,sampling procedures,holding time and splitting of samples in the field. Page 10 of 20 Serial No:0813121-3:19 ASTM D422-63 I Wet Sieve Hydrometer 1 IPage 11 of 20 Serial No:08131213:19 Particle Size.Distribution Report d e � .s sS o 0 o a g o x g 100 I I I I l i t I I 1 1 I I I ! I I I l k I ► I I I I I I ' 80 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 80 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 70 I I I I I I I I I I I I I I I I I I I I I ! I I I I w 60 I I I I I l i I I I I I I I Z 50 U I I I I I I I I I I I I I a. 40 I I I I I I I I I I I I I I I I I I I I I I I I ! I I i 30 I I I I I I I I I ! I I I I I I I I I I I I I ( I I I I 20 I I I I I I I I I I I I I I I I I l l I I I I I I I I 10 I I I I I I I I I I I I I I I I I I I I I I I I I I i 0 100 10 1 0.1 GRAIN SIZE-mm. %Of' %Gravel %Sand %slit %Clay Coarse Medium Fine V.CrsJ Crs.I Med. Fine IV.P,ne Crs. I Fine 0 0.0 0.0 0.0 0.6 1.2 4.2 20.3 43.3 22.4 4.9 2.8 0.3 I i LL PL DSr, Dan IDSO D30 D15 Din cc C 0 0.6649 0.3934 0.3392 0,2481 0.1661 0.1233 1.27 3.19 Material Description USCS AASHTO 0 Project No. L1213539 Client: Sullivan Engineering Remarks: Project: Kennedy i 1 i o Source of Sample: 1 Sample Number:L1213539-01 i Alpha Analytical Mansfield MA Figure Page 12 of 20 Serial_N o:08131213:19 I i GRAIN SIZE DISTRIBUTION TEST DATA 8/312012 I Client:Sullivan Engineering Project:Kennedy Project(dumber.L1213539 Location:1 Sample Number:L1213539-01 s_ Dry Sample Sieve Weight Sieve and Tare Tare Opening Retained Weight Percent i (grams) (grams) Size (grams) (grams) Finer 61.23 7A7 .375 552.65 552.65 100.0 #4 526.17 525.84 99.4 #10 492.51 491.89 98.2 #20 425.74 422.00 91.3 #40 387.37 373.16 64.8 #60 378.30 359.79 30.4 #140 347.95 336.18 8.5 #270 289.08 286.19 3.1 Hydrometer test uses material passing#230 Percent passing#230 based upon complete sample Weight of hydrometer sample-54.60 Automatic temperature correction Composite correction(fluid density and meniscus height)at 20 deg.C-0.04 Meniscus correction only=-3.0 i Speck gravity of solids m2.65 Hydrometer type a 151H Hydrometer effective depth equation:L=16.294964-0.2645 x Rm Elapsed Temp. Actual Corrected Eff. Diameter Percent Time(min.) (deg.C.) Reading Reading K Rm Depth (mm.) Finer I 2.00 20.0 1.0030 1.0029 0.0136 0.0 16.3 0.0389 0.3 5.00 20.0 1.0030 1.0029 0.0136 0.0 16.3 0.0246 0.3 15.00 20.0 1.0030 . 1.0029 0.0136 0.0 16.3 0.0142 0.3 30.00 20.0 1.0030 1.0029 0.0136 0.0 16.3 0.0101 0.3 60.00 20.0 1.0030 1.0029 0.0136 0.0 16.3 0.0071 0.3 250.00 20.0 1.0030 1.0029 0.0136 0.0 16.3 0.0035 0.3 1440.00 20.0 1.0030 1.0029 0.0136 0.0 16.3 0.0015 0.3 i s • •a i 1 i Stones Cobbles Gravel Sand SIR Clay Coarse Med wn Fine Total V.CnL Cre. Mod. Flee V.Fine Total Cre Fbre Total 0.0 0.0 0.0 0.6 1 1.2 1.8 4.2 20.3 43.3 22.4 4.9 95.1 2.8 2.8 0.3 D10 D15 D20 D30 DSO D60 D80 D85 D90 D95 0.1233 0.1661 0.1975 0.2481 0.3392 0.3934 0.5774 0.6649 0.8006 1.0796 Fineness Modulus Cu Cc 1.70 3.19 1.27 IAlpha Analytical 1 Page 13 of 20 •� < � £ .s � � o o {O� fop S � tp d! N•x ,v� � � � ah � it � ik � � 100 I I i I� I •I I ! I• I I I I I g0 I I I I I • I I I I I I I I I I I I I I I I I I I I I I 80 I I I I I I I I I I I I I I I I I I I I I I I I I I I I i 70 I I I I I I I I I I ! I I W 80 z I I I I I I I I I I I I I I ~ Z 50 w I I I I I I I I I I I I I I v I I I a 40 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 30 I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I 20 I I I I I I I I I I I I I I I I I I I I I I I I i l l l l 10 I I I I I I I I I I I i l i 0 100 10 1 0.1 0. 1 0. 1 GRAIN SIZE-mm. %stone �/,+3" %Gravel %Sand %Silt %Clay Coarse Medium Fine V.Crs Crs. Mod. Fine V.Fine Cra. Fine 1 01 0.0 1 0.0 0.0 0.7 1.2 5.1 17.9 46.4 20.5 5.1 2.9 0.0 0.2 I i LL PL Dag DSO Drn Dan Dis DIO CrC 0 0.6555 0.3871 0.3382 0.2556 0.1784 0.1303 1.30 2.97 i Material Description USCS AASHTQ 0 Project No. L1213539 Client: Sullivan Engineering Remarks: Project: Kennedy o Source of Sample: 1 Sample Number:WG552035-1 Alpha Analytical ' Mansfield MA Figure i l Page 14 of 20 I Serial-No:08131213:19 a Particle Size Distribution Report Serial_No:08131213:19 GRAIN SIZE DISTRIBUTION TEST DATA 813/2012 Client:Sullivan Engineering Project:Kennedy Project Number:L1213539 Location:1 Sample Number:WG552035-1 Dry Sample Sieve Weight Sieve and Tare Tare Opening Retained Weight Percent (grams) (grams) Size (grams) (grams) Finer j 60.03 7.54 .375 552.65 552.65 100.0 #4 526.10 525.74 99.3 #10 492.47 491.81 98.1 I #20 425.85 421.92 90.6 #40 385.91 373.16 66.3 #60 379.45 359.71 28.7 i #140 346.75 336.18 8.5 #270 289.05 286.21 3.1 jHydrometer test uses material passing#230 Percent passing#230 based upon complete sample=1.8 Weight of hydrometer sample-53.12 Automatic temperature correction Composite correction(fluid density and meniscus height)at 20 deg.C=0.04 Meniscus correction only a-3.0 Specific gravity of solids=2.65 Hydrometer type=151H Hydrometer effective depth equation:L=16.294964-0.2645 x Rm j Elapsed Temp. Actual Corrected Eff. Diameter Percent Time(min.) (deg.C.) Reading Reading K Rm Depth (mm.) Finer 2.00 20.0 1.0030 1.0029 0.0136 0.0 16.3 0.0389 0.2 j 5.00 20.0 1.0030 1.0029 0.0136 0.0 16.3 0.0246 0.2 15.00 20.0 1.0030 1.0029 0.0136 0.0 16.3 0.0142 0.2 30.00 20.0 1.0030 1,0029 0.0136 0.0 16.3 0.0101 0.2 I 60.00 20.0 1.0030 1.0029 0.0136 0.0 16.3 0.0071 0.2 250.00 20.0 1.0030 1.0029 0.0136 0.0 16.3 0.0035 0.2 i j 1440.00 20.0 1.0030 1.0029 0.0136 0.0 16.3 0.0015 0.2 Stones Cobbles Gravel band SOt Clay Come Medium Fine Total V.Crs. Crs. Mod. Fine V.Fine Total Cre. Fine Total 0.0 0.0 0.0 0.7 1.2 1.9 5.1 17.9 46.4 20.5 5.1 95.0 2.9 0.0 2.9 0.2 I 1 D10 D15 D20 D30 D50 D60 D80 D8S D90 D9S i 0.1303 0.1784 0.2089 0.2556 0.3382 0,3871 0.5612 0.6555 0.8224 1.1953 i Fineness Modulus Cu Cc i 1.72 2.97 1.30 i t I E i Alpha Analytical Page 15 of 20 Serial_No:08131213:19 Certificate/Approval Program Summary Last revised August 3,2012-Mansfield Facility The following list includes only those analytes/methods for which certification/approval is currently held. For a complete listing of analytes for the referenced methods, please contact your Alpha Customer Service Representative. Connecticut Department of Public Health Certificate/Lab ID: PH-0141. WastewatedNon-Potable Water(Inorganic Parameters: pH,Turbidity, Conductivity,Alkalinity,Aluminum, Antimony,Arsenic, Barium, Beryllium, Boron, Cadmium, Calcium, Chromium, Cobalt, Copper, Iron, Lead, Magnesium, Manganese, Mercury, Molybdenum, Nickel, Potassium Selenium, Silver, Sodium, Strontium, Thallium,Tin,Titanium,Vanadium, Zinc,Total Residue(Solids), Total Suspended Solids(non-filterable). Organic Parameters: PCBs, Organochlorine Pesticides,Technical Chlordane,Toxaphene,Acid Extractables, Benzidines, Phthalate Esters, Nitrosamines, Nitroaromatics&Isophorone, PAHs, Haloethers, Chlorinated Hydrocarbons,Volatile Organics.) Solid Waste/Soil (Inorganic Parameters: pH, Aluminum, Antimony, Arsenic, Barium, Beryllium, Cadmium, Calcium, Chromium, Hexavalent Chromium, Cobalt, Copper, Iron, Lead, Magnesium, Manganese, Mercury, Molybdenum, Nickel, Potassium, Selenium, Silver, Sodium, Thallium, Titanium, Vanadium, Zinc, Total Organic Carbon, Corrosivity, TCLP 1311, SPLP 1312. Organic Parameters: PCBs, Organochlorine Pesticides, Technical Chlordane, Toxaphene, Volatile Organics, Acid Extractables, Benzidines, Phthalates, Nitrosamines, Nitroaromatics&Cyclic Ketones, PAHs, Haloethers, Chlorinated Hydrocarbons.) Florida Department of Health Certificate/Lab ID: E87814. NELAP Accredited. Non-Potable Water(Inorganic Parameters: SM23206, SM254013, SM2540G.) Solid& Chemical Materials (Inorganic Parameters: 6020, 7470, 7471, 9045. Organic Parameters: EPA 8260, 8270, 8082, 8081.) Air&Emissions(EPA TO-15.) Louisiana Department of Environmental Quality Certificate/Lab ID: 03090. NELAP Accredited. Non-Potable Water (Inorganic Parameters: EPA 180.1, 245.7, 1631E, 3020A, 6020A, 7470A, 9040, 9050A, SM23206, 2540D, 2540G, 4500H-B, Organic Parameters: EPA 3510C, 3580A, 3630C, 3640A, 3660B, 3665A, 5030B, 8015D, 3570, 8081 B, 8082A, 8260B, 8270C, 8270D.) Solid & Chemical Materials (Inorganic Parameters: EPA 1311, 3050B, 3051A, 3060A, 6020A, 7196A, 7470A, 7471 B, 7474, 9040B, 9045C, 9060. Organic Parameters: EPA 3540C, 3570, 3580A, 3630C, 3640A, 3660, 3665A, 5035, 8015D, 8081 B, 8082A,8260B, 8270C, 8270D.) Biological Tissue (Inorganic Parameters: EPA 6020A. Organic Parameters: EPA 3570, 351OC, 3610B, 3630C, 3640A, 8270C, 8270D.) Air&Emissions(EPA TO-15.) New Hampshire Department of Environmental Services Certificate/Lab ID: 2206. NELAP Accredited. Non-Potable Water (Inorganic Parameters: EPA 180.1, 1631E, 6020A, 7470A, 9040B, 9050A, SM2540D, 2540G, 4500H+B, 2320B, 3020A, . Organic Parameters: EPA 3510C, 3630C, 3640A, 3660B, 8081 B, 8082A, 8270C, 8270D, 8015D.) Solid & Chemical Materials (Inorganic Parameters: SW-846 1311, 3050B, 3051A, 6020A, 7471B, 9040B, 9045C. Organic Parameters: SW 846 3540C, 3580A, 3630C, 3640A, 3660B, 3665A, 8270C, 8015D, 8082A, 8081 B.) New Jersey Department of Environmental Protection Certificate/Lab ID: MA015. NELAP Accredited. Non-Potable Water(Inorganic Parameters: SW-846 1312, 3020A, SM2320B, SM2540D, 2540G, 4500H-B, EPA 180.1, 1631E, SW 846 7470A, 9040C, 6020A, 9050A. Organic Parameters: SW-846 3510C, 3580A, 3630C, 3640A, 3660B, 3665A, 8015D, 8081 B, 8082A, 8270C, 8270D) Page 16 of 20 Serial No:08131213:19 Solid & Chemical Materials (Inorganic Parameters: SW 846 1311, 1312, 30506, 3051A, 6020A, 74716, 7474, 904013, 9040C, 9045C, 9045D, 9060. Organic Parameters: SW-846 3540C, 3570, 3580A, 3630C, 3640A, 3660B, 3665A, 8081 B, 8082A, 8270C, 8270D, 8015D.) Atmospheric Organic Parameters(EPA 3C,TO-15,TO-10A,TO-13A-SIM.) Biological Tissue (Inorganic Parameters: SW-846 6020A. Organic Parameters: SW-846 8270C, 8270D, 3510C, 3570, 3610C, 3630C, 3640A) New York Department of Health Certificate/Lab ID: 11627. NELAP Accredited. Non-Potable Water (Inorganic Parameters: SM23206, SM2540D, 6020A, 1631E, 7470A, 9050A, EPA 180.1, 3020A. Organic Parameters: EPA 8270C, 8270D, 808113, 8082A, 3510C.) Solid & Hazardous Waste (Inorganic Parameters: EPA 6020A, 747113, 7474, 9040C, 9045D. Organic Parameters: EPA 8270C, 8270D, 808113, 8082A, 1311, 30506, 3580A, 3570, 3051A.) Air&Emissions(EPA TO-15,TO-10A.) Pennsylvania Certificate/Lab ID:68-02089 NELAP Accredited Non-Potable Water(Inorganic Parameters: 1312, 1631 E, 180.1, 3020A, 6020A, 7470A, 90406, 9050A, 232013, 25401), 2540G, SM4500H+-B. Organic Parameters: 3510C, 3580A, 3630C, 3640A, 36606, 3665A, 8015D, 8081 B, 8082A, 8270C, 8270D .) Solid&Hazardous Waste(Inorganic Parameters: EPA 1311, 3051A, 6020A, 747113, 7474 904013, 9045C, 9060. Organic Parameters: EPA305013, 3540C, 3570, 3580A, 3630C, 3640A, 36606, 3665A, 8270C, 8270D, 808113, 8015D, 8082A.) Rhode Island Department of Health Certificate/Lab ID: LAO00299. NELAP Accredited via NJ-DEP. Refer to NJ-DEP Certificate for Non-Potable Water. Texas Commission of Environmental Quality Certificate/Lab ID:T104704419-08-TX. NELAP Accredited. Solid& Chemical Materials (Inorganic Parameters: EPA 6020, 7470, 7471, 1311, 9040, 9045, 9060. Organic Parameters: EPA 8015, 8270, 8081, 8082.) Air(Organic Parameters: EPATO-15) Virginia Division of Consolidated Laboratory Services Certificate/Lab ID:460194. NELAP Accredited. Non-Potable Water(Inorganic Parameters:EPA 3020A, 6020A, 245.7, 90406. Organic Parameters: EPA 3510C, 3640A, 3660B, 3665A, 8270C, 8270D, 8082A, 8081 B, 8015D.) Solid& Chemical Materials (Inorganic Parameters: EPA 6020A,7470A,747113,90406,9045C,305013,3051, 9060. Organic Parameters: EPA 3540C, 3580A, 3630C, 3640A, 36606, 3665A, 3570, 8270C, 8270D, 8081 B, 8082A, 8015D.) Washington State Department of Ecology Certificate/Lab ID: C954. Non-Potable Water(Inorganic Parameters: SM2540D, 180.1, 1631E.) Solid& Chemical Materials (Inorganic Parameters: EPA 6020, 7470, 7471, 7474, 9045C, 9050A, 9060. Organic Parameters: EPA 8081, 8082, 8015, 8270.) U.S.Army Corps of Engineers Department of Defense, L-A-B Certificate/Lab ID: L2217.01. Non-Potable Water(Inorganic Parameters: EPA 6020A, SM45001-1-13. Organic Parameters: 3020A, 3510C, 8270C, 8270D, 8270C-ALK-PAH, 8270D-ALK-PAH, 8082A, 808113, 8015D-SHC, 8015D.) Solid&Hazardous Waste(Inorganic Parameters: EPA 1311, 30506, 6020A, 7471A, 9045C, 9060, SM 2540G, ASTM D422-63. Organic Parameters: EPA 3580A, 3570, 3540C, 8270C, 8270D, 8270C-ALK-PAH, 8270D-ALK- PAH 8082A, 808113, 8015D-SHC, 8015D. Air&Emissions(EPA TO-15.) Page 17 of 20 Serial_No:08131213:19 Analytes Not Accredited by NELAP Certification is not available by NELAP for the following analytes: 8270C: Biphenyl. TO-15: Halothane, 2,4,4- Trimethyl-2-pentene, 2,4,4-Trimethyl-1-pentene, Thiophene, 2-Methylthiophene, 3-Methylthiophene, 2- Eth Ithio hene 1 2 3-Trimeth lbenzene Indan Indene 1 2 4 5-Tetrameth (benzene Benzothio hene 2- Y P Y � � Y P Methylnaphthalene, 1-Methylnaphthalene. Page 18 of 20 Serial_No:08131213:19 CHAIN OF CUSTODY PAGE OF Date Rec'd In Lab: ALPHA Job#: L 1213 S3 9 AL wESTBORO.MA MANSFIELD,MA Project • • • e • 11. Information TEL: 50&8964220 TEL:508-M-9300 FAX:508-898.9193 FAX:508-822-3268 ProjectNeme: K C AJ AA C� O FAX EMAIL Same as Client info PO#: Client Intotmation ct Location: 5D Mk eCIA T AY,t Q ADEx Q Add'I Deliverables Client: ULL1Vf� �l(01I 6;dLao Project YA�"#,L%SP02T e ery e it Limits j h1 C, n State/Fed Program C►iteria Address: rJ ?p e-,/C2 2> Project Manager: 'F&vL.L I v A rJ tr-e-4 1 I.LG tM OZ( 5`5 ALPHA Quote#: Phone: �Z6-4 Z5 • 5S4 4 Tum-Aromid Time � Fax: Sbe)--c&- 9(0 l P �+ Standard O RUSH(a.*wm wirm-among J Email: eE,c� w4-(-% 1)AtkA �l6 Al&�D tM oats Us: Time: y (+� SAMPLE HANDLING Q These samples have been previously analyzed by Alpha J�:� v Fiftration- Other Project Specific Requirements/Comments/Detection Limits: �Q �� 13 Done Q ���. Q Not needed O Lab to do ' qJ Preservation Iu Q Lab to do il ALPHA Lab ID Collection Sample Sampler's V (Phmeepeelry6elmv) (Lab Use Only) Sample ID Date Time Matrix Initials Q Sample Specific Comments i ' III Ili i I I i i I a � Container Type Please print clearly,legibly and com- Preservative pletely. Samples can not be logged In and turnaround time clock will not Relinquished By: DateMme Reqpived By: Dat me start until any ambiguities are resolved All samples submitted are subject to TG Ve-W AI ha's Terms and Conditions. 12 6� ee reverse side. ORM NO:01-01(rev.14-OCT-07) Page 19 of 20 rSerial_No:08131213:19 COMMONWEALTH OF MASSACHUSETTS fn EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON,MA 02108 617-292-5500 MITT ROMNEY STEPHEN R.PRITCHARD Governor Secretary BERRY HFA7 EY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner i TITLE 5 ALTERNATIVE TO PERCOLATION TESTING GUIDANCE FOR SYSTEM UPGRADES Effective Date: May 3,2006 Program Applicability: BRP/DWM/Watershed Permitting/Title 5 Program Supersedes Policy#:BRP/DWM/PeP P00-1,dated January 7,2000 Reeulation Reference:310 CMR 15A04/310 CMR 15A05(i)(i) APPENDIX 2 The standard method for Particle Size Analysis is the method of Gee and Bauder(1986) in Methods of Soil Analysis.Part 1. Physical and Mineralogical Methods,2nd Edition. published by the American Society of Agronomy-Soil Science Society of America. This method,or another method acceptable to the Department,must be used by`the soils laboratory. The soils laboratory must: • determine the relative percentages of sand,silt and clay from the soil sample that passes through a#10 sieve,(which removes aggregate from the sample), • use a#270 sieve to separate the sand fraction from the remaining combined silt and clay fraction, • establish the relative percentages of silt and clay in the sample by either pipet or hydrometer method. i I Page 20 of 20 peres.DOC 4/25/2006 M a '! office Office LU 10 W .Servant: - 9 0 _ Bath Servant s L au 7 IU T OC Bedroom 1 �"{..+ Bedroom Bedroom Master Bath/Close! I Bath Bitting Area { Q Bath tJ tSu o f 1 • 6 Bedroom Bedroom Bedroom Bath Master Bedroom; ss. Second Floor SECTION THREE PLANS oq a -77 t CD f CD 31 _p o m z 0 o p - 1 - E 50 MARCHANT AVENUE,DUE DILIGENCE REPORT 11002.00 3/3 N. r, 0. laundy - i�11llLjo � Wine W 8 I Elec: Q �Meche nice l - 0 Dolls 2 H Storage. PiojadO, Theater 0 10 20 it Basement i ti J rt BENNETTENVIRON'MENTALAsSOCIATES, NCO LICENSEID SITE PROFESSIONALS Q ENVIRONMENTAL SCIENTISTS Q GEOLOGISTS I, ENGINEERS 1573 Main Street-P.O. Box 1743, Brewster, MA 02631 Q 508-896-1706 Q Fax 508-896-5109 www.bennett-ea.com BEA14-10708 October 31, 2014 Ms. Eileen Driscoll Edward M. Kennedy Institute for the US Senate Columbia Point 210 Morrissey Boulevard Boston, MA 02125 RE: LETTER OF FINDINGS—LIMITED REMOVAL ACTION COMPLETION /SO,Marchant Avenue [Assessor's Map 286, Parcel 023] Hyannisport,MA Dear Ms. Driscoll, Pursuant to our agreements dated September 12,2014,and September 15,2014,BENNETT ENVIRONMENTAL ASSOCIATES, INC. (BEA) has prepared the following narrative as documenting environmental assessment and remedial response performance for the excavation and proper disposal of petroleum impacted soils associated with the removal and closure assessment of an underground storage tank(UST). The release was apparently related to the historic underground storage of fuel oil wherein the subject vessel was effectively historically abandoned upon switching to natural gas. No petroleum impacts were reported along the tank grave,however aaweathered uel r? oil odor was reported in soils underlying the former copper feed/return lines which did not have:the ::a benefit of secondary containment. The following narrative and supporting documentation desdiibe the conditions at the property and the measures taken in response to absolve petroleum impacts in accordance with 310 CMR 40.0318. w. BACKGROUND/ENVIRONMENTAL ASSESSMENT In preparation for the construction and installation of a new Title V sewage disposal system (SDS), Tank Removal Services, Inc. was hired to pump, clean and remove an approximate 500- gallon UST from the subject property. Given the contractor for installation of the new SDS was already onsite preparing for such construction, Joyce Landscaping provided the excavator and operator to uncover and extract the subject UST from the tank grave. Upon arrival to the subject property, BEA coordinated with Joyce Landscaping to begin uncovering the UST in preparation for pumping and cleaning. TRS arrived as the UST was being unearthed and noted the volume of the tank as 1,000-gallons(— 10' Long x 4' Diameter)rather than 500=gallons as originally anticipated. Subsequent to uncovering the tank, TRS cut, pumped and cleaned the UST in preparation for removal from the tank grave. Subsequent to removal,inspection of the tank reported some modest corrosion but no evidence of a significant release. BEA collected representative soil samples from the sidewalls and bottom-of-hole along the extent of the tank grave, as well as from the overburden stockpile,to qualify potential petroleum impacts associated with the EMERGENCY SPILL RESPONSE Q WASTE SITE CLEANUP Q SITE ASSESSMENT Q PERMITTING Q SEPTIC DESIGN&INSPECTION WATER SUPPLY DEVELOPMENT,OPERATION&MAINTENANCE 6 WASTEWATER TREATMENT,OPERATION&MAINTENANCE i OCTOBER 31,2014 EMK INSTITUTE:50 MARCHANT AVE,HYANNISPORT,MA/BEA14-10708 PAGE 2 OF 5 LIMITED REMOVAL ACTION COMPLETION-LETTER OF FINDINGS historic underground storage of fuel oil. Soil samples were collected in 8-ounce glass jars sealed with aluminum septa. The samples were agitated to develop organic vapors and field screened with a photoionization detector(PID) [Thermo Environmental 580B OVM, 11.8 eV lamp calibrated to benzene standard] by"jar headspace"method,as consistent with the MA DEP Interim Soils Policy (#WSC-94-400). Field screening of the soil samples collected from the tank grave area, including the overburden, reported all headspace total organic volatiles (TOV) concentrations as Below the Detectable Limits (BDL) of the instrument, indicating no significant impacts. A Dexsil PetroFlag test was run on the west bottom-of-hole sample (BOH-W@4' bgs) to confirm the PID readings wherein a field total petroleum hydrocarbon (TPH) concentration of 54 ppm was reported as significantly less than the applicable and strictest RCS-1 Reportable Concentration of 1,000 ppm. Based on the sampling and field testing performed,no evidence of a fuel oil release from the former USTrwas reported, BEA advised TRS and directed Joyce Landscaping to backfill the tank grave. BEA subsequently inspected soils along the copper feed and return lines and noted a weathered fuel,oil odor underlying the eastern-most portion of those lines along the dwelling foundation. BEA collected a soil sample from 0-1' below the copper feed lines wherein field screening reported a headspace concentration of BDL,with a Dexsil PetroFlag TPH concentration of 612 ppm as substantiating further investigation beyond the scope of work associated with field screening of tank grave soil samples. BEA subsequently advanced a hand boring,HB-1,to qualify the vertical extent of apparent fuel oil impacts underlying the copper lines. BEA advanced HB-1 to approximately 3' bgs wherein field screening of 1' soil samples (1-2' bgs, 2-3' bgs) reported headspace concentrations as BDL. BEA also utilized the excavator to advance a test hole, TH-2, adjacent to hand boring HB-1,to further investigate apparent fuel oil impacts. Excavated soils were placed on plastic sheeting and capped with plastic sheeting against precipitation. BEA collected a soil sample from TH-2 at 4'bgs(TH-2 @ 4'bgs)wherein field screening again reported a headspace concentration of BDL. Despite the headspace concentrations reported,BEA advised EMK Institute personnel of the findings wherein Dexsil field TPH testing and the distinct weathered fuel oil/naphthalene odor provided evidence of an historic release along the eastern most portion of the feed lines. BEA recommended additional investigation with the benefit of an excavator so that assessment could be conducted concurrent with soil removal. Based on the absence of evidence .,indicating a-sudden release, soil-removal could be expedited under a Limited-Removal Action (LRA),pursuant to the provisions of 310 CMR 40.0318,in order to accommodate the planned SDS construction. BEA directed Joyce Landscaping personnel to cover Test Hole TH-2 with plastic sheeting and secure it with fencing along the perimeter pending return for additional soil removal. BEA coordinated with the EMK Institute and Joyce Landscaping to return toi the subject property towards such soil removal. REMEDIAL RESPONSE Subsequent to the receipt of written authorization,BEA and Joyce Landscaping returned to the subject property on September 15, 2014 to perform the LRA. BEA directed the excavator to begin soil removal within an approximate 8'L x 4'W x 5-6'D area along the eastern terminus of the copper feed and return lines as the apparent limit of historic fuel oil impacts. Excavated soils were y I JF • t. OCTOBER 31,2014 EMK INSTITUTE:50 MARCHANT AVE,HYANNISPORT,MA/BEA14-10708 PAGE 3 OF 5 LIMITED REMOVAL ACTION COMPLETION-LETTER OF FINDINGS placed on plastic sheeting as the Contaminated Stockpile. Several apparent historic utility lines were encountered in the area of excavation as requiring hand-digging to safely advance soil.removal. Excavation operations were initially guided by olfactory observations wherein the reported weathered fuel oil/naphthalene odor was substantially diminished at the extent of excavation. Upon reaching 5-6'bgs,BEA collected soil samples from the extent of excavation as corresponding to the applicable soil categories (S-1: 0-3' bgs, S-2: 3-6' bgs). Field PID screening of the end-point soil samples collected from the sidewalls and bottom-of-hole areas reported all headspace concentrations as BDL as indicating no significant residual impacts. Field Dexsil tests of select soil samples substantiated the field screening results wherein residual TPH concentrations were reported less than 100 ppm as wellwithin the applicable and strictest RCS-1 standard of 1,000 ppm. �BEA;subsequently advanced-hand boring HB-2 through the bottom-of-hole of the excavation to confirm the depth of historic impacts. Two-foot soil samples were collected from approximately 6' bgs to groundwater reported at approximately 11' bgs. Field screening of the HB-2 soil samples reported headspace concentrations as BDL,indicating no significant impacts. The field screening of the HB-2 soil samples was substantiated by a Dexsil PetroFlag field test reporting a TPH concentration of 52 ppm for soil sample HB-2:6-8'bgs as significantly less than the applicable RCS- 1 standard of 1,000 ppm. Based on the field PID screening and Dexsil testing performed, and considering olfactory observations,historic weathered fuel oil impacts had been effectively removed. As such,BEA directed Joyce Landscaping to secure the excavation and the contaminated stockpile with plastic sheeting against precipitation wherein disposal of the soils generated,and backfill of the excavation,would be subject to laboratory analytical results. BEA submitted the end-point soil samples and the contaminated stockpile sample for MA Certified analysis of extractable petroleum hydrocarbon (EPH) and polynuclear aromatic hydrocarbon(PAH)concentrations as appropriate for a historic,weathered fuel oil release,in review of remedial response performance and risk characterization. The bottom-of-hole soil sample,BOH @ 5-6' bgs, was also submitted for volatile petroleum hydrocarbon (VPH) and target analyte (benzene/toluene/ethylbenzene/xylene/naphthalene/MtBE) analysis as a conservative measure in review of remedial response performance and risk characterization. BEA received the laboratory analytical results on September.l 9;2014 as reporting all EPH and-PAH concentrations as less than the strictest applicable RCS-1 Reportable Concentrations. The analytical results for the end-point and contaminated stockpile soil samples are presented in Table I. The significance of these results is further discussed in the Risk Characterization section of this report. 0 OCTOBER 31,2014 EMK INSTITUTE:50 MARCHANT AVE,HYANNISPORT,MA/BEA14-10708 PAGE 4 OF 5 LIMITED REMOVAL ACTION COMPLETION-LETTER OF FINDINGS TABLE 1:SO MARCHANC AVENUE,HYANNISPORT,MA-LIMITID REMOVAL ACTION -S UA MARY OF END-P.0W'r SOIL SAMPLES,REMEDIAL RISPONSEPERFORIIIANCE,EPHNPH ANALYSES RCS-1 REPORTABLE CONCENTRATIONS SW-AV: SW-W: SW-N: .SW-N: ! SW-E SW-E BOH@ CLIENT SAMPLEID_ 0-3'BGS- '' 3-5'BGS 0-3'BGS 3-5'BGS ? 0-3'BGS t 3-5'BGS 5-6'BGS CONT.SP SAMPLINGDATE ' 15-SIP-14 _ 15-1*44 : I.i SEP-14 ! 15SEP-14 15-S1R-14 15S1P-14 15-SEP-14 LAB SAMPLEID - L1421305-01! L1421305-02: L1421305-03: L1421305-041 L1421305-05 i L1421305-06 6421305-07 L1421305-08 VPH+Tar etAnaly(es RCS-1-141 Units 1 Q Q r Ben=e 2,1 mg/I.g 0.106 U Ci-C8Abphatics,Adjusted 100 mgA<g 2.G5 U C9-CIOAromatics .. 100 mg/kg 2.65 U 6-612Abphatics,Adjusted 1000 !.A.g 2.65 U Iilhylbenane 40 0.106 U Melhy4ert butyl ether Oa ng-g i 0.053 U Naphthalene 4 ng/kg 0.212 U o-Xylene 100 ` mg4-g _ _. 0.106 U p/mXylene 1W ng/I:g .. .. .... 0.106 U Toluene t. 30 mg - 0.106 U EPH+Tar et PAH t ;. - k 2-Methy1naphOralene i 0:7 - mg/kg 0.344 i U 0.338 'U 0.349 U 0.333 •U 0.343 'U 0.349 U 0,33 U 0,351 U Acenaphthene 4, -" mgll g 0.344 U 0.338 :U 0.349 U 0.333 U 0.343 i U 6.349 U 0.33 U 0.351 U Acenaphthylene l mgflcg ,,0.344 U 0.338 r.0 6.349 U 0.333 U 0.343 'U 0.349 U 6.33 U 0.331 U Anthmcene }._.1000 . m p:g• 0.344, ,U. . 0.338 .U 0.349:, U 0333 ,S U 0.343 i U 0.349 U 0.33 _ U 0.351 U I1enm(.)anthmcene 7- mg/k& 0.344 'U 0.338 U 0.349 U 0.333 -_U 0.343 !U 0,349 U 0.33 .U 0.351 U Benm(a)pyrene , 2 mg/kg 0.344 U 0.3.38 U 0.349 ,U Q333 U 0.343 .U 0.349 _ U 0.33 U Q331 U Benzo(b)fluoranthene '7 mg4cg 0.344 U 0.338 U 6.349 U 0.333 U 0.343 ;U 0.349 U 0.33 U 0.351 U Benm(ghi)perylcne, 1000 mg/kg 0.3,14 U 0.338 U 0.349 -U 0.333 U 0.343 .U 0.349 U Q33 U 633 1 U Benm(I)fluomnlhene 70. mA,,g 0.344. U 0.338 U 0.349 'U 0.333 'U 0.343 .6 0.349 U 0.33 .U 0.351 U Cll-C22 Aromatics,Adjusted_ 1000 mg/kg 8.14 6.75 'U 6.98 U 6.66 U 6.87 ;U 6.99 U 6.61 U 61.4 ' C19-C3G Aliphaticg .. ',3000 - mg/I:g 6.89 U 6.75 .U 6.98 -U 6.G6 i U 6.87 •U 6.99 U 6.61 ;U 7.01 U C9-C18Aliphatics '1000 „.,. mgfl.g. ..,,.,6.89,. ._ U 6.75 .-.U 6:98 'U.. 6,66 ;U 6.87 ,U 6.99 U 6.61 '.U 7.01 U Chrysene 70': mg1kg 0.344 U 0.338 r U 0.349 'U 0.333 .U 0.343 U 0.349 U 0.33 'U 0.351 ;U Dbenm(a,h)anthmcene 0.7 mg4 0.344 U 0.338 ;.0 0.349 •U 0.333 ,U 6.343 U 0.349 U 0.33 U 0.351 .0 Fluoranthene 10W mg%Icg 0.344 U 0.338 .U 0.349. _ _ _ ;U 0.333 °U 0.343 U 0.349 U 0.33 U 0.351 'U Fluorene c. 1000 mg4<g 0.344 U 0.338 U 0.349 U 0.333 U 0.343 U Q349 U 0.33 t U 0.351 `U Indeno 1, 3 cd rene ) 7.. 0.344 U 0.338 U 0.349 'U 6.333 U 0.343 U 0.344 U 0.33 4 U 0.351 'U Naphthalene ,4, mg/ 0.344 U 0.338 U 0.349 U 0.333 ;U 0.343 U 0.349 U 0.33 U 0.351 U - Phenanthrene `.""10 mg/kg 0.344 U Q338 U 0,349 U 0.333 U 0.343 U 0.349 V 0.33 U 0.351 U Pyrene .. 1000 mgft 0.344 U 0.338 U 1 0.349 iUl 0433 �Ul 0.343 U 1 0.349 01 0.33 Ul 0.351 :U VPH=Volatile Petroleum Hydrocarbons,EPH=aractable Petroleum Hydrocarbons,PAH=%13ynuclear Aromatic Hydrocarbons - U indicates Non-Detect concentration.Shaded areas represent applicable MCP criteria. Based on the laboratory analytical results reported for the contaminated stockpile,weathered fuel oil impacts did not exceed the applicable and strictest RCS-1 Reportable Concentrations. Based on the testing performed,no significant contamination was qualified for those soils represented by the contaminated stockpile. However, in consideration of future use of the property, and as a conservative safeguard, BEA recommended the contaminated stockpile be managed as remedial waste for disposal via asphalt batching. The contaminated stockpile was transported to Aggregate Industries in South Dennis, MA, a licensed asphalt batch facility, for disposal on October 7, 2014. The final Bill of Lading with tare loads is included as an enclosure to this Letter of Findings. RISK CHARACTERIZATION The laboratory analytical results reported all EPH/PAH and VPHBTEX concentrations for all of the end-point soil samples as significantly less than the applicable RCS-1 Reportable Concentrations. Only one end-point soil sample,SW-W.•0-3'bgs,reported a detectable EPH or PAH concentration. All other end-point samples reported all EPH,VPH and target analyte concentrations as ND wherein the reporting limits were less than the applicable and strictest RCS-1 Reportable Concentration criteria. The RCS-1 Reportable Concentrations are analogous to the strictest S-1 (GW-1),Method 1 Risk Characterization standards relied on in review of risk characterization. As such,all fuel oil impacts have been removed and there is no significant risk associated with the post- excavation soil conditions based on the analyses performed and the results reported. f, OCTOBER 31,2014 EMK INSTITUTE:50 MARCHANT AVE,HYANNISPORT,MABEAI4-10708 PAGE 5 OF 5 LIMITED REMOVAL ACTION COMPLETION-LETTER OF FINDINGS CONCLUSIONS Weathered petroleum impact in soil was discovered in connection with unsheathed copper feed/return lines, as associated with the historic underground storage of fuel oil. Excavation operations resulted in the removal of some 8.51 tons(-5.7 cubic yards)of fuel oil contaminated soils from the approximate 8' x 4'x 5-6'D area of excavation. End-point soil samples collected from the extent of soil removal reported all EPH/VPH and target analyte concentrations as substantially less than the applicable and strictest RCS-1 Reportable Concentrations. As such, based on the soil removal performed and the laboratory analytical results reported for the end-point samples, and contaminated stockpile sample, submitted, it is apparent that there is no significant risk to human health or to the environment associated with the subject release given the testing performed. This ---data qualifies the efficacy of the LRA Completion, as consistent with the provisions of 310 CMR 40.0318, to support project closure and document regulatory compliance, wherein no Release Notification or Remedial Response liabilities remain under the provisions of 310 CMR 40.0000 as based upon the available data and regulations in effect at the time of this reporting. The findings of this investigation., as represented herein, document regulatory compliance with governing regulations and set forth the rationale and technical justification for project closure specific to the area of release as identified on the accompanying Site Plan. While these records are archived in the project folder at our offices, you are required under the provisions of 310 CMR 40.0318(7) to maintain a copy of this Limited Removal Action Completion Statement for a minimum period of five(5)years. If you have any questions or need additional information,please contact me directly at your earliest convenience. Sincerely, BE ETT ENVIRONMENTAL ASSOCIATES, INC. To M. E erson, Sr. Environmental cien 'st Project M ager Encl. -Site Plan entitled "Limited Removal Action Completion..." prepared by BENNETT ENVIRONMENTAL ASSOCIATES, INC., dated October 14, 2014. -Field Response Log -Tank Removal Permit/Disposal Receipt -Uniform Hazardous Waste Manifest ,( -Aggregate Industries Cover Letter, Soil Recycling Submittal -Bill of Lading (BWSC-112,-A,-B) -Laboratory Analytical Report,Alpha Analytical (#L1421305, 9/19/14) Cc. Peter Sullivan,PE— Sullivan Engineering,Inc. Thomas Mckean, Director—Barnstable Health Division Lt. Sylvester,Fire Prevention Officer-Hyannis Fire Department Thomas Lynch—Barnstable Town Manager • I. Town of Barnstable Departiment of Regulatory Services R � � � Division r Public Health Hate «6 •l�0 39 200 Main Street,Hyannis MA 02601 Date Scheduled e?- TimeV Fee Pd. ` ��•l�O soil Sul ability,Assessment for e Disposal Performed Btre-�I) �Q/f') 'I �l h�L�(� may,^ '�"�' Witnessed By: LOCATION&GENERAL INFORMATION Location Address i Owner's Name M► , c..haGj d J�/1D: /9 ✓C' S'O Y)')ct��A tL I• e4✓e_ l\�x*, T-e d7 yLLh/yls / Address G°/O ,P r'e LLg"c-=n C- �� 2 n' Y ivy o°�T Assessor's Map/Pat cel.•. q�8�p i .=7 Engineer's Nam e L/1 j ( ,7��'hee / t NEW CONSTRUCTION �i REPAIR o! Telephone# J'rQj`"qW":33 Land Use /��r Gt fG! -Gd L Slo es 96 5 f� P ( ) Surface Stones Distances from: Open Water Bod ft Possible Wet.Area Drinking Water Well ft Drainage Way ft Property Line 3 ft Other ft . SKETCII:.(Stree[Hame,dime i ions of lot,,exact locadons of test holes&perc tests,locate wetlands in proximity to holes) i L,. Ov wG 5 S oa Parent material(geologic) Depth to Bedrock Depth to Groundwater. Standing Water'in Hole. —'— Weeping from Pit FaCe f Estimated Seasonal High Ground water DETERMINATION FOR'SEASONAL HIGH WATER TABLE Method Used : t Depth Observed standing in:obs.hole: In, Depth to soil mottles lit, Deptb to weeping fiom side of obs.hole: In; Groundwater Adjustment Index Well# Reading Date. Index Well level �.,..,, Adj.&ctor„ ;,: Adj.Groundwater Level ;, PERCOLATION TEST Data 7 2 s 71nu Observation Hole# Time at 9" y Depth of Pero Time at 6 Start Pre-soak Time @ } Time(9"-6") re Vt' An�c!)/S S End Pre-soak e r. ( o S-C t)�c� Rate Min./Inch 7 Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back-------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPT'ICIPERCPORM.DOC a i DE HOLE HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. ronsistengv.%'Gravel) tiro (rr �2 Wz DEEP OB+ + SEIZVATION HOLE LOG` Hole#-A- Depth from Soil f riion Soil Texture ' Soil Color Soil'-. Other Surface(in.) (USDA) (Munsell) Mottling < (Structure,Stones,Boulders. sistency,%0 e A . 5 4,?�oYCOA,� C.Z S14 141.t) /Q rR s1/q i - • � i DEE II OB9�RVATION HOLE LOG Hole# Depth from Soil H riion r Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling- (Structure,Stones,Boulders. Consist nc E I • I . DEEP OBSERVATION HOLE LOG Bole# Depth from Soil Horizon • Soil Texture Soil Color Soil Other Surface in. USDA Munsell Mottlin Structure,Stones;Boulders. Consistency, i. Flood Insurance Rate 1VIa Above 500 year flood boundary No— Yes ►!_._ I Within 500 year boundary No'l-l" Yes,�.. Within 100 year flood boundary- No. t/ Yes , .; Depth of Naturally AccurrinQ Pervious Material Does at least four feat of naturally occurring pervious material exist in all areas obstrvetl throughout the area proposed for the soil absorption system? If not;what is the depth.of naturally occurring pervious material's Certification date I have passed the soil evaluator examination approved by the that on ) I certi � P , fT Department of Environmental Protection and that the above analysis was performed by me consistent with . the required '%expertise and ex erience described in�10 CMR 15.017,. AL) Sig nature • Q:15.EPTicwERCPORM.D0C .+aw.r aar.r�raar.arwa w rrra• uv rrrrr..aaa..aar . Im Departinent retains original application and issues duplicate as Permit ��ui�sze�a�a�C�'ax��s�ucce�--'�va�xu/o�t�tixa�xerle�zta•�t '� , APPLICATION and PERMIT I Fee: � for storage tank removal and transportation to approved tank disposal yard in accordance with or M.G.L Chapter 148, Section 38A,527 CMR 9.00, application is hereby made by;.' p ions 0 Tank owner Name(please print)—rfc> 1GF.11- X Address Straar my Company Name t� a),/ Q , Co.or Individual -� n !e r! 6 autru Address- VV t t f Nj'�r1 'dam Address dZ+Co A aPPn9 peit Sign re(ff app ' for permit �C�,A, ❑ FCI•Certified Other d lFcl- ❑ LSP# outer - _ �1��-►2 C'�i�Al� � �¢6 odd Tank Location Sty w i Tank'Capacity(gallons) 1 Substance Last Stored Tank Dimensions(diameter x length) G — Remarks: 1 14 M 14ic Finn transporting waste.6, y State Ltc. Z� Hazardous waste mattifest# ® � a] �� -.�j o4 Approved tank disposal yard'7_�c�w Tanis yard type of inert gas Tank yard address�_ f !( l� �j City or Town i FDID# df��13 Perm" 14 5 Date of.issue` -'OHYANM FIDE fir' BIM Z ' W U a i Dig safe approval number: �5>i�l�tl St la�3o ,fig TiSa ' o 7Tel.Number-800-=-4844 Signature/Title of Officer granting permit Z After removal s ( }("Consumptive Use fuel oil tanks exempted)send Fort FP-29OR signed by Local Fire Department to Office of the State Fire:Marshal,UST Regulatory Compliance Unit.PA,Box 1025,Stow,MA 01Tl& 'intemadonal Fire Code Instate 32(MVIS d a197) I NIP Mark E Freitas s 14920192 DIRECTIONS: OVERLAY DISTRICT: From Main Street Hyannis Heading West; AP - Aquifer Protection District At the Rotery Take Third Exit onto Scudder Ave; Estuarine Watershed Overlay Continue to Dale Ave; and slight left onto Marchant Ave.; i #50 is at the.End of the Road FLOOD ZONE: ,.: Zone C Community Panel No. N84-24' #250001 0006 D '•' •fr ' 82.67' July 2, 1992 V S83 40'20«E 52.58, 1m sty 3 ZONE: Carriage VARIANCE, LOCAL UPGRADE - RF-1 N APPROVAL �15.405) I - Area (min.) 43,560 SF Fronts e min 20' Lot > o n � Variance to Title 5 � Width (min) 125' 8,949±SF cAdn9 co �lfie Required; Setback to Pool Setbacks: Area c FEM Zone Provided; 101'with Barrier , e P Front 30 LOCATION MAP: 9 O S7j44'3 - ' 1"=2 000f' Side 15 z*07'3ae °£ ,�Z'� Depth of SAS Rear 15' w c° fs>87' P13�E� Required;36" ASSESSORS REF.: � H. Provided 72"with Vent Map 286, Parcel 23 v �l�ra� _ o Pool ' o ,/A ma c, `� a.An e c,�Gov DESIGN DATA o ll� � tAa�. Existing:Family and Office 41 10 Pvc To* �n4t C~ 10 Bedroom @ 110 GPD Thrust Blocks h End of Coastal Bank Alain To Be NN 567 S.F.Office @ 75 gal/1000 S.F. t � �11pR w°tr ,.. Powomd 10*110+567(75/1000)=1142.5 gal. N I is n to t No Garbage Grinder be Remo v d Tile '"'► " rb.01M Total Daily Flow=1142.5 GPD Johnj55 /rvrn9Nq Fe y MOW �• ,rrTo Use two Tanks rf city«no B t14TO CM ies/ie q /s ty Trust _ 2500 gal and 1500 gal Septic Tanks 100 TOP of /s647p °n� Trs i.�e Putno a,a Cost Pum (Bid Alternates will be considered for COASTAL BANK EL s 3s sca. oe T s 3500 gal.H 20 2-Compartment tank) : z apre LEACHING AREA I Betteni Q 3S0 T Required: #50 / 6 �T 914_cty W If : . � 1142.5 GPD/0, (LTAR)=1544 SF Dwelling - v�`330 •' - _ _ _ - - ? L.'V GALLON N'� Proposed: �--- Two leachin Fields PUMP CHAMBER SECTION DETAIL 11'Wide vGhth 22'Between Fields `rSB. Sideway(491)2'*2+(11')2'*2=240 SF S 3 Bottom Area=49'*11'=539 SF 0`�•04 NOT TO SCALE/ _779 SF 2-1558 Total Provided 1 LEACHING CHAMBER Sub Surface w0muld° DESIGN / °� Stone Breakwater As Shown on 3c;t Fla Pole ` �N` 74 tSF' Total Registered ^� ! g LCC 13298 & PB 140181 .e.earoe., p o All Pipes to be Schedule 40. Use Z,844-+SF Upland (to El 12') C / , W%Fft%rA Sh"a Load cO,.r Q "f` / sma.a sec Code. 10-500 Gal.Leaching Chambers in a 'Law r 52,130tSF to 1928 line \ a s� 1!/ .� i!1 \ �/V1`G -a � Washed Stone Field as Shawn. � Tat doh.10 PVC O 2500 GALLON H-20 Edge Of NantucJcst-Sound '.�5� As Sh3wn"U"n tCC 1329,E _..- -� PUMP CHAMBER PLAN VIEW DETAIL 230 ' - NOT TO SCALE \ 24 "W the PC Zone 1- OD ... 1 ..•�.. .....,,.. 1 _ -- FEMAon-c-r-ti VlO Ei=14' V16 Ei=15 PLAN VIEW SCALE: 1"--40' ` SEPTIC NOTES L Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make 5' STRIP OUT ANT the Requited Notification to Dig Safe(1-888-344-7233). 2.The Contractor is Required to Secure Appropriate Permits From Town AgenciesFor Construes Defined by This Plan. 3.Wherever Sewer Lines Must Crass Water Supply Lines Both Lines Shall i iMP ROUS Be Constructed ofClass 150 Pressure Pipe and Shall be Water Tested to Soil to be Removed Assure Watertightness. in General,Water Lines Shall be Constructed in and Replaced Finish Grade With Onsite Material With 2�4g CnMR With HYSIM-TAo&3 CMR 15 ShallIS Water,and be m Accordance Elev. 16.5f a' 4.A Miaimtnm of9"ofCoveris Required for All Components. a I I I II I I ( I I i I I 3/4" - 1 112" 5.All structures Buried to be H 20 Loading. Unsuitable Soil to be 6 Double Washed 6.Install Watertight Access Risers and Covers to Within 6"of Finished 110 Removed and Replaced Compacted Fifl Stone Filter Grade Over SepticTank Inlets and Outlets,D-Box,.Watertight Access 1 t.0 with Title 5 Compliant Soil Fabric Risen and Covers To grade for the Two Leaching Chambers. Install AndlOr p Access Risers and Cover to Grade over Pump Chamber Outlet and Risers G 1�8 1�2 and Covers to Within 6"of Grade for the Inlet ` Pea Stone 7.Septic System to be Installed in Accordance With 310 CMR 15.00& 3 4"STO TONE :i.''.: s LEACHING '�"_ `' EL. 10.00 248 CMR 1.00�t-7.00 Latest Revision and the Town of Barnstable 1 " 2. 4• `;.•, r.. Board of Health ions. 1 2 •_ CHAMBER a • ' =t~' H-20 8.All Piping to be Sch.40 PVC. G ,„ Im pervious Liner 9.D-Box Shall Have a Minimum Inside Dimension of 120,and a Minimum `'- to be Installed Sump of 6- r� 4.$3' - I 10.The Separation Distance Between the Septic Tank,Inlets and . �--- -�----- r--- _ EL. 8.00 $.0' 11.D' Outlets Shall be No Less than the Liquid Depth Inlet Tees Shall Extend . !1 T 5,0' a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" ul N d eo f l G Below the Flow Line,and Shall be Equiped With a Gas Baffle for the First n Unsuitable Soil to be Septic Tank,and a D 4go. 49.d CROSS SECTION OF CHAMBER Removed and Replaced Tank epart0°e°t Approved Effluent Filter for the Second 49.0 Q with .Title 5 Com pl ian t Soil 11.All Electrical Work Shall be in Accordance with the Latest Version of the Mass is T Rt! OV T FILL Electrical Code.527CMR12.00&.780CMR27 49.0' G 12.Thrust Blocks Needed At All Turns of 2"Pipe d 13.Septic Tank to be Removed to Allow Room for New System. NOTTO SCALE 14.Gas Lines Are Apprs.Locations,and need to be Relocated or moved for z Instalation of Septic Tanks. Q q' 15.Designer Must Be Present at lnstalation of Impervious Barrier. PERC TEST: 13,701 © PmwoRMED BY Ps=stmvvAN,PB-suu rvANworNsEwo V J SOM EVALI ATORNO.237b WITNESSED BY-DON DESMARAS,R.S.-TOWNOFBARNSrABLE IMY25,2012 - i AC ES5 0, r 0 R TEST HOLE'-1 EL.17.0 TEST HOLE-2 EL i6o ::�aaoW.*.,.::•::":::•:::::} aiiii�anr:::::::::::: . ........... .......... ............... ............... ............... ............... ::sxnlarFtiii :::: ir.:ti ............. 0 22 1. armmriasr�rr . . .. ...........BG7kY�tvxRSAs.: :::::: ............ ::•_. . • ::�it:fiti4�i�'4VI•F:•::::::=:: •:.•r.ELt;oWtstr..............................niasvx.: :•:. 13.7 so, 'r::Fri:::::'r:'r r {i r'ta:rtr 11.s - ..... ca t2sYEa1 roYs� ....:: CLEAN OUT tos• i.:• 4' 9c .-:::••taxm' l •:-:.:. C2 LAYER 10YR62 C2 LAYER 10YR62 0 �1 S.A.S. PLAN VIEW DETAIL ' �• LR OR 3ATBROWNISHAY L1arrTBROWNISH GRAY SAND SAND 1 wHsREREQunuwsAwCuTE 1sr1No 1 SIEVE ANALYSIS „ n► ACCESS a 05( Pa - Pa1s.4 os(N DRIYE ALONG PROPERt+rLtNE SCALE: 1 =10 OVER 1 PERCRATE<2MINAN(LTAR-0.74) 1 PERC RATE<2MBJ/Bd rAR�0.74) 7 A NO GROUNDWATER ENCOUNTERED - SAWCUTEXIS7INGCONCRETEPAD 2500 GAL WHERENE�. SITE PASSED SEPTIC TANK EXISTING OUTLET PIPES NOT TO SCALE i Le- end: Vent - Final Locotation to be s;{ Deciduous Tree Determined at Time of Installation so as to be as Inconspicuous as Possible E Coniferous Tree F.P. EL 1200-15.00 ( ( t [: ct tech uex- ( F.G. EL. 14.26 MAX. F.G.'EL 13.92 MAX ( F.G. EL 16.50f L F.G EL. 16.50.* 7 REGRADE AS REQUIRED 7 7 REGRAW AS REQUIRED 7 1 REGRADE AS REQUIRED �j Walk Out Basement �- Sign Concrete Foundation SEE NOTE 8 (TYP.) `" SEE NOTE 6 TYP.) ,c Light Post ( $o Q MiSC Manhole Slab E1ev 8.02 1 .94 -n EL 11.16 See Note 6 (typ.) and 9.27 Installer To E Confirm Prior I ® Catch Basin To Any Work M 2500 GALLON 2500 GALLON J�±,, SEPTIC TANK EL 17/C 1ANOK PUMP CHAMBER H 20 i V Hydrant H-20 EL t0.0 Leaching 0 CB H F"JR (RRST COMPARTMENT) (SECOND COMPARTMENT) 9.5 Flow uiifzers Chamber SUhgl� scooea m Guy if Encountered Remove &R lace -o- Utility Pole -297 A0 Unsuitable Solls Within 5 of h I Q Water Gate (round) t Mtn. i Bedding:T"aD& Saffels The Outer Perimeter of The System vi Stab OHW--- Overhead Wires - 20�MinMFn.Foundation 25 Elevation Contour - r EL. 17 No.Groundwater Encountered - , Perc. Test Holes DEVELOPED PROFILE OF SYSTEM NOT TO SCALE Tl TLE: Site Pla PREPARED BY. " ,'REPAr ED FOR: NOTES: a Q ED 4RD M. KENNED-Y INSTITUTE Proposed Suptic System Sullivan Engineering, Inc. Ca eSUtY property line information shown was p FO:�R THE UNITED STATES SENATE ')c�piied from available record information. �'► PO Box 659 7 Parker Road At Osterville; MA 02655 Osterville MA 02655 400 ATLANTIC AVE 2) The topographic information was obtained � I r� from on on the ground survey performed on Marchant Ave. (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fax BOSTON MA 0G 1 1 0 or between 30/JAN/12 and 08/MAR/12 50 capesurv�capecod.net 3.) The datum used is NGVD 29, a fixed mean sea level datum. O Bamstable (Hyannis Port) Mass Draft: JODJ CTR Field. RRL MML 20 Q 10 20 40 60 DATE: SCALE: Review PS Comp.: CTR August 2, 2012 Vanes Project: 08093_KENNEDY Project: C659 s� I