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HomeMy WebLinkAbout0282 CHURCH STREET - Health 282 CHURCH ST. , W.BARNSTABLE A = 153 008 J / N' 1: CERTIFICATE OF ANALYSIS Page: 1 a Barnstable County Health Laboratory Report Prepared For: _ _ Report Dated: 3/24/2008 Deborah Fitton Order No.: G0845410 282 Church Street West Barnstable, MA 02668 Laboratory ID#: 0845410-01 Description: Water-Drinking Water , Sample#: Sampling Location: 282 Church St-W:Barnstable;MA Collected: 3/13/2008 Collected by: D.Fitton Received: 3/13/2008 Routine +Ammonia ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Ammonia ND mg/L 0.20 EPA 350.1 M LAP 3/13/2008 Nitrate as Nitrogen 2,9 mg/L 0.10 10 EPA 300.0 LAP 3/13/2008 Copper ND mg/L 0.10 1.3 SM 3111 B LAP 3/20/2008 Iron ND mg/L 0.10 0.3 SM3111B LAP 3/20/2008 Sodium 12 mg/L 1.0 20 SM 3111B LAP 3/20/2008 Total Coliform Absent P/A 0 0 SM9223 AF 3/13/2008 Conductance 150 umohs/cm 2.0 EPA 120.1 DCB 3/13/2008 pH 6.4 pH-units .0 SM 4500 H-B DCB 3/13/2008 i EPA 200.8 Metals by ICP-MS 01 ITEM RESULT UNITS RL MCL Method# Analyst Tested{ Note Alummurn 0`.0016 nig/L bb01 0.05 EPA 200.8 gl 3/18/2008 Antirnonv ND ing/L 0.001 0.006 EPA 200.8 gl 3/18/2008 Arsenic ND mg/L o:ool 0.01 EPA 200.8 gl 3/18/2008 Barium 0.0047 mg/L 0.001 2.0 EPA 200.8 gl 3/18/2008 Beryllium ND mg/L 0.001 0.004 EPA 200.8 gl 3/18/2008 Cadmium ND mg/L 0.001 0.005 EPA 200.8 gl 3/18/2009 Calcium 8.4 mg/L 0.13 EPA 200.8 gi 3/18/2008 i Chromium ND mg/L 0.001 0.1 EPA 200.8 gl 3/18/2008 Cobalt ND mg/L 0.001 EPA 200.8 gl 3/18/2008 r Lead 0.0014 _ mg/L 0.001 0.015 EPA 200.8 gl 3/18/2008 Magnesium 4.6 mg/L 0.13 EPA 200.8 gl 3/18/2008 Manganese 0.0028 mg/L 0.001 0.05 EPA 200.8 gl 3/1.8/2008 Molybdenum ND mg/L 0.001 EPA 200.8 gl 3/8/200i;-' Nickel ND mg/L 0.001 EPA 200.8 gl 30/20M- I Potassiulll 1.4 mg/L 0.13 EPA 200.8 gl 3/8/2008�7- Selenium ND mg/L 0.005 0.05 EPA 200.8 -,', gl 3Y99/2008';. Sliver ND ing/L 0.001 0.10 EPA 200.8 �l gl 3/1�%2008,f, Strontium 0.094 mg/L 0.007 EPA 206.8 gl 3f[C8•/2008'�� • cir;. Thallium ND mg/L 0.001 0.002 EPA 200.8 gl 3/-1-8-//2008 r I Vanadium ND mg/L 0.001 EPA 200.8 gl 3/18/2008 Zinc 0.013 mg/L 0.13 5.0 EPA 200.8 gl 3/18/2008r Water sample meets the recommended limits for drinking water of all the above tested parameters. T4D=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 ' CERTIFICATE OF ANALYSIS Page: 2 f Barnstable County Health Laboratory Report Prepared For: Report Dated: 3/24/2008 Deborah Fitton Order No.: G0845410 282 Church Street West Barnstable, MA 02668 Approved By*- ( Lab anager) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 CERTIFICATE OF ANALYSIS Page: 1 Barnstable County Health Laboratory rysr,i �t`! Report Prepared F01': Report Dated: 3/24/2008 Deborah Fitton Order No.: G0845410 282 Church Street ',Vest Barnstable, MA 02668 Laboratory ID#: 0845410-01 Description: Water-Drinking Water Samp'.e#: Sampling Location: 282 Church St.W.Barnstable,MA Collected: 3/13/2008 Collected by: D.Fitton Received: 3/13/2008 EPA 524.2 - Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Dichlorodifluoromethane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 Chloromethane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 Vinyl chloride ND ug/t, 0.50 2.0 EPA 524.2 yn 3/18/2008 Bromomethane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 1,1,1,2-Tetrachloroethane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 1,1,1-Trichloroethane ND ug/L 0.50 200 EPA 524.2 yn 3/18/2008 1,1,2,2-Tetrachloroethane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 1,1,2-Trichloroethane ND ug/L 0.50 5.0 EPA 524.2 yn 3/18/2008 1,1-Dichloroethane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 1,1-Dichloroethene ND ug/L 0.50 7.0 EPA 524.2 yn 3/18/2008 1,1-Dichlorop.-opene ND ug/L 0..50 EPA 524.2 yn 3/18/2008 1,2,3-Trichlorobenzene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 1,2,3-Trichloropropane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 1,2,4-Trichlor.Dbenzene ND ug/L 0.50 70 EPA 524.2 yn 3/18/2008. 1,2,4-Trimethylbenzene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 1,2-Dibromo-3-chloropropane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 1,2-Dibromoethane(EDB) ND ug/L 0.50 EPA 524.2 yn 3/18/2008 1,2-Dichlorobenzene ND ug/L 0.50 600 EPA 524.2 yn 3/18/2008 1,2-Dichloroe'hane ND ug/L 0.50 5.0 EPA 524.2 yn 3/18/2008 1,27Dichloropropane Nib ug/L 0.50 EPA 524.2 yn 3/18 2008 1,3,5-Trimethylbenzene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 1,3-Dichlorobenzene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 I,')-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 1,4-Dichlorobenzene ND ug/L 0.50 5.0 EPA 524.2 yn 3/18/2008 2,2-Dichlorop.ropane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 2-Chlorotoluene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 4-Chlorotoluene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 Benzene ND ug/L 0.50 5.0 EPA 524.2 yn 3/18/2008 Bromobenzene ND ug/L 0,50 EPA 524.2 yn 3/18/2008 Bromochloromethane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 Bromodichloromethane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 Bromoform ND ug/L 0.50 EPA 524.2 yn 3/18/2008 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 CERTIFICATE OF ANALYSIS Page: 2 Barnstable County Health Laboratory �sri�itvc�` Report Prepared For: Report Dated: 3/24/2008 Deborah Fitton Order No.: G0845410 282 Church Street West Barnstable, MA 02668 Laboratory lD #: 0845410-01 Description: Water-Drinking Water Sample h: Sampling Location: 282 Church St.W.Barnstable,MA Collected: 3/13/2008 Collected by: D.Fitton Received: 3/13/2008 EPA 524.2 - Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Carbon tetrachloride ND ug/L 0.50 5.0 EPA 524.2 yn 3/18/2008 Chlorobenzeine ND ug/L 0.50 100 EPA 524.2 yn 3/18/2008 Chloroethane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 Chloroform ND ug/L 0.50 80 EPA 524.2 yn 3/18/2008 cis-1,2-Dichloroethene ND ug/L 0.50 70 EPA 524.2 yn 3/18/2008 cis-1,3-Dichlorcpropene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 Dibromochloromethane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 Dibromomethane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 Ethylbenzene ND ug/L. 0.50 700 EPA 524.2 yn 3/18/2008 Hexachlorobutadiene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 1sopropyIbenzene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 Methylene chloride ND ug/L 0.50 5.0 EPA 524.2 yn 3/18/2008 Methyl-ter:-butyl ether ND ug/L 0.50 EPA 524.2 yn 3/18/2008 Naphthalene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 n-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 n-Propylbenzene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 p4sopropyltoluene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 sec-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 Styrene ND ug/L 0.50 100 EPA 524.2 yn 3/18/2008 tert-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 3/'.8/21008 Tetrachloroeth-ne ND ug/L 0.50 5.0 EPA 524.2 yn 3/18/2008 Toluene ND ug/L 0.50 1000 EPA 524.2 yn 3/18/2008 Total xylenes ND ug/L 0.50 10000 EPA 524.2 yn 3/18/2008 trans-1,2-Dichloroethene ND ug/L 0.50 100 EPA 524.2 yn 3/18/2008 trans-1,3-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 3/18/2008 Trichloro--thene ND ug/L 0.50 5.0 EPA 524.2 yn 3/18/2008 Trichlorofluoromethane ND ug/L 0.50 EPA 524.2 yn 3/18/2008 Water sample meets the recommended limits for drinking water of all the above tested parameters. Approved By (Lab u•ector)i 14D=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 ` s�' CERTIFICATE OF ANALYSIS Ze. a 7;0Barnstable County Health LaboratoryReport Prepared For: Report Dated: 08/15/2002 Order Numbe T�Deborah Fitton 282 Church;Street West Barnstable, MA 02668 Laboratory ID#: 0216658-01 Description: Water-Drinking Water Sample#: 16658 Sampling Location: 282 Church Street,West Barnstable Collected: 08/09/2002 ollected by: Deborah Fitto 153-8 Received: 08/09/2002 Routine ITEM RESULT UNITS MDL MCL Method# Tested LAB: IC Lab Nitrates 2.1 mg/L 0.1 10 EPA 300.0 08/09/2002 LAB: Metals Copper 0.1 mg/L 0.1 1.3 SM 311113 08/14/2002 Iron <0,1 mg/L 0.1 0.3 SM 311113 08/14/2002 Sodium 10 mg/L 1.0 20 SM 311113 08/14/2002 LAB: Microbiology Total Coliform Absent P/A 0 Absent P/A 08/09/2002 LAB: Physical Chemistry Conductance 157 umohs/cm 1 EPA 120.1 08/12/2002 pH 6.1 pH-units 0 EPA 150.1 08/12/2002 Note: Water sample meets the recommended limits for drinking water of all above tested parameters. Approved By: I (Lab Director) Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 TOWN OF BARNSTABLE " LOCATION 2,60 '�``u�C%� �J. SEWAGE # ZeeW VILLAGE W- �'�� ts ASSESSOR'S MAP & LOT -any INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �SZ�O GtiC) LEACHING FACILITY: (typed-A—IZ- 7 �/ (size) ion 3J.Xo? NO.OF BEDROOMS 3 BUILDER OR OWNER f. W/ PERMITDATE: 3'f^—ZQV COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) MO I' Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Furnished by /Cl -112 YZ ( � 1 I�J /fib• a O a . • 11J� t iv No. 00 / 1r Fee �J THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0- 01ppYication for lkgoar *pztem Com6truction Vermtt vAA Application for a Permit to Construct( )Repair( )Upgrade(o/)/Abandon( ) eComplete System O Individual Components Location Address or Lot No. Z g Z Owner's Name,Address and Tel.No. e Assessor's Map/Parcel 4//0?aX115,7`�hl� ' / 7--j � Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 771-V; Type of Building: Dwelling No.of Bedrooms L7 Lot Size sq.ft. Garbage Grinder(160 Other Type of Building ' e"6457eNo.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ad gallons per day. Calculated daily flow 330 gallons. Plan Date JZ "2-3—!P.f Number of sheets Revision Date Title Size.of Septic Tank !v 0e Type of S.A.S. 83 X d/ X/Z Description of Soil Nature of Repairs or Alterations(Answer when applicable) PgRIGN-ulma ENGINEER MUST E9k,/ass INSTALLATION AND CERTIFY IN WRITING Date last inspected: THE SYSTEM WAS INSTALLED IN STRICT Agreement: ACCORDANCE TO PLAN. 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 b is f a _ f Signed _ Date g`zl®® Application Approved by Date -,-0 Application Disapproved for the following reasons Permit No. 13 7 Date Issued ra —— — �r -- ss—— TOWN OF BARNSTABLE LOCATION c y-al SEWAGE # ZOZW VILLAGE W. 6?/r4SZZ- le— ASSESSOR'S MAP& LOT y' INSTALLER'S NAME&PHONE NO. i SEPTIC TANK CAPACITY /52O /G(- LEACHING FACIL=: (type} 41"J �y (size) iox 3J J(11' j NO. OF BEDROOMS 3 BUILDER OR OWNER f. ✓ PERMTTDATE: �' ✓�—L COMPLIANCE DATE: j 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) lr0 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) ��)F Feet Furnished by J ' a j � I i 00 � t � No �ic��U �.F Fee •J '" f THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS 0(ppfication for �Bigogar *potent Construction Permit Application for a Permit to Construct( )Repair( )Upgrade(14AAbandon( ) LJ Complet. y,,tem/,`,9 Individual Components Location Address or Lot No. Z 0-ner's Name,Address anclTel.No. Assessor's Map/Parcel Aalf 7t / �e,R/Q� �J" ®� ✓'! Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Ili CDlI5171_. 771- 9 P Type of Building: Dwelling No.of Bedrooms J--� Lot Size sq.ft. -Garbage Grinder( O Other Type of Building PSG ellveeoNo. of Persons Showers( ) Cafeteria( ) Other Fixtures } Design Flow Z1d gallons per day. Calculated daily flow 3 J 0 gallons. Plan Date f Z ' Z 3—�,�Number of sheets / Revision Date Title t Size of Septic Tank Type of S.A.S. `� �3 X 31 -'i' Z Description of Soil �/ h'�g19�q;� ��, ffi�fr�os✓s Nature of Repairs or Alterations(Answer when applicable) 7-)/`lf 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 b is f al / Signed Date ` L�©0 Application Approved by Date 3 Application Disapproved for the following reasons Permit No. � "�3 7 Date Issued Zd O —————————————————————————————— --------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TOM�� that t e On-site Sewage Disposal System Constructed( )Repaired( )Upgraded(t/) Abandoned( )byat _ 5 �'/ ilri/ehas been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 7'13 7 dated �� Installer Designer „/ function as des The issuance of this phall of be construed as a guarantee that the sys/ 1 gne . Date d Inspector a / e s ; No. w��'�� � ------------------- —Fee ✓ " � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mioo$ar *raem Construction Permit Permission is hereby granted to Construct( I )Repair( )Upgrade(✓'Abandon( ) System located at 7B Z G d 411eA Jr Z-1ell' &11>k',t95�o� 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: �/ � Approved by 1 tel.(508)362-4541 ,939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down c4'pe engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell,P.L.S. land court - Daniel A.Ojala,P.L.S. surveys April 12, 2000 site planning Thomas McKean, RS sewage system Director, Barnstable Health Department designs 367 Main Street Hyannis, MA 02601 inspections Re: 282 Church Street, West Barnstable permits Dear Tom: On March 31, 2000, Down Cape Engineering, Inc. performed a soils inspection as required on the approved plan at the above-referenced location. ,. This is to certify that the soils removal was completed satisfactorily. If you have any questions, please do not hesitate to call me. Yours truly, Arne H. Ojala,. PE, PLS Down Cape Engineering, Inc. cc: D. Shiflett-Fitton NOTE: EXISTING INVERT OUT NOT FOUND, THIS IS A PROPOSED MINIMAL INVERT OUT *EL.46.49MIN•, LEGEND T.O.F. AT EL49.29 VERIFY FEASIBILITY BEFORE CONSTRUCTION OF ANY PORTION OF THE SEPTIC SYSTEM. 4so WATER SHUT OFF VALVE ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT) 4 EL48t WITHIN 6' TO FIN. GRADE ?_" DOUBLE WASHED PEASTQNE - TO BE LOCATED ' OF CO 2% SLOPE REQUIRED OVER SYSTEM ----•_w�` EXISTING WATER LINE WEST BARNSTABLE JIP MINIMUM ,75` OF COVER OVER PRECAST APPROXIMATE LOCATION EL4 .39 GAS SHUT OFF VALVE �E 46.49MIN. RUN PIPE LEVEL TO BE LOCATED ROPOSED 1.500 FOR FIRST 2' GALLON SEPTIC LOCUS ' �-,� EL.42.D (OIL TANK IN BASEMENT). TANK H- 10 H-10 EL.39.0 EXISTING GAS LINE N RCH ( ___) GAS o00 EL.38.52 TO BE LOCATED - - 0 o BAFFLE EL38.69 c�©000�s _ pa FLOW LINE + �oc� 43� I EXISTING CONTOUR EL3$•50 116" I41.8 EXISTING SPOT GRADE 6' CRUSHED STONE OR MECHANICAL 3.5' ® SIDES 10 3.5� dA SIDES I DEPTH OF FLOW = 4' COMPACTION. (15.221 [2�) 3' 0ENDS =._ 3' 0 ENDS EL37.87 � EXISTING TREES (TIP.) REQUIRED TEE SIZES: H-20 LOW OVER HEAD WIRES INLET DEPTH 10" MIN. BELOW FLOW LINE �W� ELECTRIC CABLE T.V. OUTLET DEPTH 14" MIN. BELOW THE FLOW LINE 14 c-P !14" & PHONE \ <D 0 0� - 12 PROPOSED CONTOUR (7.4t% SLOPE (VARIES)) (1� SLOPE) oo�c> o00 �EL�3650 LOCUS MAP (-_2--, . 3/4"MIN. SLOPE) ( 1 % MIN. SLOPE) { SLOPE) TO 1 1/2" DOUBLE WASHED STONE X 41•8 PROPOSED SPOT GRADE � = 1000' FOUNDATION -17'�--39' SEPTIC TANK 86' D' BOX - 2' 2' LEACHING FACILITY I UTILITY POLE SCALE 1" (2 LINES) (1 LINE) SYSTEM PROFILE ! TH1 SOIL. TEST HOLE ASSESSORS MAP 153, PARCEL 8 NOT TO SCALE ;< SEE TEST HOLE LOG(S) FLOODZONE: C, BARNSTABLE PANEL # 11 5'REMOVAL REOUIRED 871t DEEP TO 8OT7w CJ LA rER 5.7' ,SEE 7ESTHOLELOCS - - EXISTING WELL I I NOTE: NO EXISTING OR PROPOSED WELLS WITHIN 150' OF PROPOSED LEACHING FACILITY. ENGINEER To Iws°ECT& CER77Fr REmo1AL I EXISTING NOTES WELL 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING PROPOSED CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE SO/L A85^C/i'P71CW SYSTEM (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 4 H/GH CAPA0 TY/NA7L7RA7CPS H-20 BOTTOM OF Rtl EL.30.8 EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. KITH 35' OF S7aVE ALONG 7HE SIDES LOT AREA SEE SOIL LOGS 2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 J' OF STONE AT ME ENDS u� AND BARNSTABLE HEALTH REGULATIONS. ANO 14 O<57271VE 8EZ0lK 76,7 7t SF 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD. 203� 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H 10. 5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. 8 / n. _, _ PR�PO.SED > 6.--r.UiwP sr r AND R�,VG GR FtLi �JITH SAND ANY EXISTING CESSPOOL{5). O-BOX 1 • 7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. / 8. COMPONENTS NOT TO BE BACKFII_LED OR CONCEALED WITHOUT PROPOSED INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 1500 TALLOW SEPTIC TANK FROM BOARD OF HEALTH. 9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT, 10, PIPE JOINTS TO BE MADE WATERTIGHT. EXISTING �� G / 11. WATER TEST D-BOX FOR LEVELNESS. CESSPOOLS) tij 12. NO WELLS EXISTING OR PROPOSED WITHIN 150' OF PROPOSED LEACHING FACILITY. APPROXIMATE LOCATION n� 13. * NOTE: EXISTING INVERT OUT NOT FOUND, THIS IS A PROPOSED MINIMAL INVERT OUT *EL.46.49MIN., (SEE NOTE 6) / VERIFY FEASIBILITY BEFORE CONSTRUCTION OF ANY PORTION OF THE SEPTIC SYSTEM. CID INV.OUT=EL.46.39 n 1� SEPTIC Q SC IGN: (GARBAr,E DISPOSER IS NOT ALLOWED) DEPTH (in.) TH1 ELEVATION \ % NUM3ER OF BEDROOMS: 3 " � 0 41.$ SOIL CLASS: I (SANDS, LOAMY SANDS DESIGN FLOW: 3 BR x 110 C, D/BR = 330 G/D A ) / SANDY LOAM PERC RATE: < 2 MPI USE A 330 G/P REQUIRED DESIGN FLOW / (5 MPI DESIGN) 44,5 \ / SEPTIC TANK: UN URITAB 2 PRESOAK: 9:24:00-9.29:00 P \cyF 330 G/D (2) = 660 G/D 12 B 40.8 :24 GAL. < 15 MIN.) 9": 9:29:00 er USE PROPOSED 1,500 GALLON SEPTIC TANK SANDY LOAM BOTTOM PERC: AT 60" EL.36.8 BENCHMARK S� Uj� 10 YR 5 8 5� LEASHINi, XISTI G NAIL IN LOCUST TREE -- �` _N_SUITA WELL \ EL.48.54 9DE AREA: 2 x 2' x (9.83'+31') = 163.3 SF 30 LOAMCT SAND 39.3 NO WATER OBSERVED BOTTOM AREA: 9,83' x 31' = 304.7 SF 2.5 Y 7 6 SIDES: 163.3 SF C P#: 60" - 36.8 l , EXIST. �'\ \� i r�' I BOTTOM: 304.7 SF FINE SAND DATE: 12/9/99 HOUSE �� �� _. TF=EL.49.29 LOT 4 TOTAL: 468 SF 2.5 Y 7/6 ENGINEER: MICHAEL S. FARIA, SE ix✓� 2 L BUST �� PROPOSED CAPACITY: 468 SF x 0.74 G/D/SF = 346.3 G/ID O.K. 84" C 34,$ (DOWN CAPE ENGINEERING) TRR ES SILT LOAM WITNESS: DONNA MIORANDI EXCAVATOR: BORTOLOTTI CONSTRUCTION - \ SEPTIC SYSTEM DESIGN DATA 15 R 5,8 46 v 87" N 4 -47 _ 34.6 KEY UNS: UNSUITABLE SOIL N MEDIUM SAND / - `s VAR: VARIGATED 8ti \ GAR, 132" 2.5 Y 7 6 30.8 SIL: POCKETS OF SILT LOAM D1RT/GRAv TE2T HOLE LOG DRIVE 00 NOT TO SCALE � J C�, -- - T` _ d NQT� NO EXISTING OR PROPOSED WELLS WITHIN 150' OF PROPOSED LEACHING FACILITY. T i \ off. 508-362-4541 O fax 508-362-9880 ?�, o down cape engineering, Inc. UTILITY' / /^ / CIVIL ENGINEERS POLE Foci\ LAND SURVEYORS of SITE PLAN F�FC �o �� \ 939 main st. yarmouth, ma 02675 to°, A=0.62' SCALE: I =20 J R=1576.23 TITLE 5 SITE PLAN EXISTING OF LAND IN I ,WELL EXISTING WEST BARNSTABLE , MA - � -' � WELL (�_' M pF PREPARED FOR DEBORAH & JERRY SHIFLETT-FITTON J , ELOCATED AT 282 CHURCH STREET WEST BARNSTABLE, MA 02668 BOARD OF HEALTH a 4 3 0 VIL SCALE: 1 "=40' DATE: 12 23-99 o �£ T NaSJ�,`� 3079 4" REVISED: M �� --' -- -- ------ 40 0 40 90 120 Feet 99 -368 APPROVED DATE DATE ARNE H. 0 `gyp ER. . P.L.S. NOTE: EXISTING INVERT OUT NOT FOUND, THIS IS A PROPOSED MINIMAL INVERT OUT *EL.46.49MIN„ LEGEND T.O.F. AT EL49.29 VERIFY FEASIBILITY BEFORE CONSTRUCTION OF ANY PORTION OF THE SEPTIC SYSTEM, 4so WATER SHUT OFF VALVE ACCESS COVER WITHIN 6" TO FIN, GRADE ACCESS COVER (WATERTIGHT) 2" DOUBLE WASHED PEASTONE - TO BE LOCATED EL48t WITHIN 6" TO FIN. GRADE EL.44.5t 2% SLOPE REQUIRED OVER SYSTEM EXISTING WATER LINE WEST BARNSTABLE MINIMUM ,75' OF COVER OVER PRECAST 42 f APPROXIMATE LOCATION s EL.46 39 E 46.49MIN. RUN PIPE LEVEL TOSBEHLOCAUT OTEDFF VALVE PROPOSED 1.500 FOR FIRST 2' LOCUS Fr- /� (OIL TANK IN BASEMENT) L4 E 2- 0) GALLON SEPTIC L 42.o EXISTING GAS LINE TANK (H- 10 ) GAS �H- 10 EL39.0 R H TO BE LOCATED -- BAFFLE EL36.69 000 oc�o -43 �� FLOW LINE ao EXISTING CONTOUR EL38`50 _ 0 16" f-41.8 CRUSHED STONE OR MECHANICAL - !Y EXISTING SPOT GRADE DEPTH OF FLOW = 4' COMPACTION. (15.221 [2]) - 3.5' 0 SIDES 10 - 3.5' 0 SIDES rr� T \ 3' 0 ENDS 3' 0 ENDS EL37.67 J EXISTING TREES (TYP.) s REQUIRED TEE SIZES: H-20 -- - LOW OVER HEAD WIRES INLET DEPTH = 10" MIN. BELOW FLOW LINE ELECTRIC CABLE T.V. OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE 14 14" & PHONE - -- PROPOSED CONTOUR EL.36.5o LOCUS MAP (7.4f% SLOPE (VARIES)) (3.�% SLOPE) 00o c� _._ (-2� MIN. SLOPE) (_�-� MIN. SLOPE) (� SLOPE) x 4L8 PROPOSED SPOT GRADE 3/4" TO 1 1/2" DOUBLE WASHED STONE: a SCALE 1" = 1000' FOUNDATION -17'__-- 39' SEPTIC TANK -- 86' D' BOX - 2' 2' LEACHING FACILITY O UTILITY POLE (2 LINES) (1 LINE) T1�1 SOIL TEST HOLE SYSTEM PROFILE ]R(�F I LE ASSESSORS MAP 153, PARCEL 8 (NOT TO 1SCALE/� ' < SEE TEST HOLE LOG(S) FLOODZONE: C, BARNSTABLE PANEL # 11 5'REMOVAL RFOIJIRED 87"t DEEP TO 0077W C3 LAVER r 5.7' - ® - EXISTING WELL SE£ 7FS'T HOLE LOGS ENG mrR 77 IN,S)°ECT& CER77FY)vtwo AL NOTE: NO EXISTING OR PROPOSED WELLS WITHIN 150' OF PROPOSED LEACHING FACILITY. • EXISTING NOTES WELL 1, THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING - - PROPOSED CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE SO/L A650RPPON SY57EM BOTTOM OF TH1 EL30.$ (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 4HIGH CAPAaTYIN17LIRAIMS H-?O EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. w7H x5' or slaw ALONG 7NE S/DE3 LOT ARE SEE SOIL LOGS 2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 Y' OF STONE AT 7HE A ENDS s', 76, 7f A AND BARNSTABLE HEALTH REGULATIONS. AND 14" 0-S74WC 8 ZOW. ' 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H 10. \ / } 5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO y - BE USED FOR ANY OTHER PURPOSE. . . O 8 / 6. PUMP DRY AND REMOVE Ut, FFILL WIiH SAINU AN' EX6I "6 �,E-7_ vIIL�Sj: PROPOSE\ 7, ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. D-BOX j�N1 % 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT £r �\ / INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED PROPOSED FROM BOARD OF HEALTH. 1,500 6Z4LL6W .SEP77C TANK 9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. / 10, PIPE JOINTS TO BE MADE WATERTIGHT. EXISTING \� Uj / 11. WATER TEST D-BOX FOR LEVELNESS. fi 12. NO WELLS EXISTING OR PROPOSED WITHIN 150' OF PROPOSED LEACHING FACILITY. CESSPOOL(S) D' 13. * NOTE: EXISTING INVERT OUT NOT FOUND, THIS IS A PROPOSED MINIMAL INVERT OUT *EL.46.49MIN., APPROXIMATE PPROXIIME 6 LOCATION Sn \ Uj� . VERIFY FEASIBILITY BEFORE CONSTRUCTION OF ANY PORTION OF THE SEPTIC SYSTEM. CID \ INV.OUT=EL.46.39 ��� SEPTIC (GARBAGE DISPOSER IS NOT ALLOWED). DEPTH (in.) TH1 ELEVATION \ j NUMBER OF BEDROOMS: 3 0" A 41.8 SOIL CLASS: I (SANDS, LOAMY SANDS) +\ DESIGN FLOW: 3 BR x 110 G/D/BR = 330 G/D USE A 330 G/P REQUIRED DESIGN FLOW SANDY LOAM PEP,C RATE: < 2 MPI (5 MPI DESIGN) SAP IC TA�;K: UN URA 2 PRESOAK: 9.24:00-9:29:00 44.5 - 12" 40.8 (�4 GAL < 15 MIN.) p tiQti� 330 G/D 2 660 G/D 6 2 n��' USE PROPOSED 1,500 GALLON SEPTIC TANK �AONDY LOAM y �� BENCHMARK F �� LEA HING^ BOTTOM PERC: AT 60 EL.36.8 XISTI G � \� NAIL IN LOCUST FE 30" N CIA E 39.3 WELL \ EL.48.54 SIDE AREA: 2 x 2' x (9.83'+31') = 163.3 SF LOAMY SAND NO WATER OBSERVED V BOTTOM AREA: 9,83' x 31' = 304.7 SF " 2U Y 6 41 N-�`�L SIDES. 163.3 SF 60 C2 36.8 p# ��F I EXIST. ,� + BOTTOM: 304.7 SF FINE SAND DATE: 12/9/99 �O HOUSEr LOT 4 2.5 Y 7/6 ENGINEER: MICHAEL S. FARIA, SE TF=EL.49.29 r>> TOTAL: 468 SF 84' 348 (DOWN CAPE ENGINEERING) J� 2 L CUST PROPOSED CAPACITY: 468 SF x 0.74 G/D/SF = 346.3 G/D O.K. SILT LOAM WITNESS: DONNA MIORANDI T ES I PTIC SYSTEM DESIGN. DATA 1�N R 5 8 EXCAVATOR: BORTOLOTTI CONSTRUCTION i 87" C4 34.6 KEY UNS: UNSUITABLE SOIL -47 /" \\ VARIGATED MEDIUM SAND gR; POCKETS OF SILT LOAM 8t- \ GAR. 132" 30.8 DIRT�GRAv 1 TEST HOLE LOG DRIVE _---- / NOT TO SCALE / 0 NOTE: NO EXISTING OR PROPOSED WELLS WITHIN 150' OF PROPOSED LEACHING FACILITY. off. 508_362-4541 fax 508-362-9880 �? ' \ ooj o' °' j :� down cape engineering, inc. CIVIL ENGINEERS UTILITY / , POLE FocF 9� ) LAND SURVEYORS SITE PLAN A� u �� 939 main st. yarmouth, ma 02675 14 °o' b�, A-o.62' \�.! SCALE: 1 "=20' r R-1576.23 TITLE 5 SITE PLAN \� OF LAND IN EXISTING I e - _ WEST BARNSTABLE , - - -MA WELL C� ,/'\ EXISTING - f WELL ``�1 fq ti ARNE �'0H of PREPARED FOR DEBORAH & JERRY SHIFLETT-FITTON �. LOCATED AT 282 CHURCH STREET I OJA[A \ 4� No.ass4a o oJAt� WEST BARNSTABLE, MA 02668 BOARD OF HEALTH o� E4" CIVFLt � SCALE: 1"=40' DATE: 12-23-99 14 rNo.3o,g2 REVISED: _.__.__.. 4� 0 40 80 120 Fe?t M APPROVED DA'I'F DATA AFdNE H. o L.s �- l