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HomeMy WebLinkAbout1851 MAIN ST./RTE 6A(W.BARN.) - Health 1851 Main. Street West Barnstable 715-032 CERTIFICATE OF ANALYSIS Page: 1 of 1 Barnstable County Health Laboratory, (M-MA009) Report Prepared For: Report Dated: 10/23/2015 Karl Sulkala Order No.: G1590809 r 1851 Rte 6A, P O Box 93 r .:7 W Barnstable, MA 02668 Laboratory ID#: 1590809-01. Description: Water- Drinking Water Sample#: Sample Location: 1851 Rte 6A,W. Barnstable, MA Collected: 10/2?/2015 Collected by: Received: 10/221/2015 Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Total Coliform Absent P/A 0 0 SM9223 RG 1 0/2 212 0 1 5 Water sample meets the recommended limits for drinking water of all the above tested parameters. LeAttached please find the laboratory certified parameter list. Approved By: (Lab Director) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 aa 'pF Hq' CERTIFICATE OF ANALYSIS Page: 1 of 1 ' Barnstable County Health Laboratory (M-MA009) "'Sr�ctiUcw^�' Report Prepared For: Report Dated: 10/21/2015 Karl Sulkala Order No.: G1590733 1851 Rte 6A, P O Box 93 W Barnstable, MA 02668 Laboratory ID#: 1590733-01 Description: Water-Drinking Water Sample#: Sample Location: 1551 Rte 6A,W. Barnstable, MA Collected: 10/16/2015 Collected by: Received: 10/16/2015 Routine ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen } „ ;3:4, mg/L T 0.10 10 EPA 300.0 LAP 10/16/2015 w: Copper '0:35 ' mg/L = 0.10 1.3 SM 3111B LAP 10/16/2015 Iron ND mg/L 0.10 0.3 SM 3111B LAP 10/16/2015 pH 6.2 PH AT 25C NA 6.5-8.5 SM 4500-H-13 DCB 10/16/2015 Sodium 21 mg/L 2.5 20 SM 3111B LAP 10/16/2015 Total Coliform 2 /100ML 0 0 SM 9222B RG 10/16/2015 Conductance 220 umohs/cm 2.0 EPA 120.1 DCB 10/16/2015 Recommended maximum contamination level exceeded due to Coliform Bacteria. Retesting is recommended. Sodium level is above the maximum contaminant level. Those on a low sodium diet may wish to consult a physician I Attached please find the laboratory certified parameter list. Approved B (Lab Director) 44-�,-er -74& ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 i X * TOWN OF BARNSTABLLLE—(� -LOCATION Z9r—L ,/YJtp ,07 # VILLAGE'/,&��f /� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 7d049 LEACHING FACILITY:(type) ; ®x—o J (size) NO. OF BEDROOMS -OWNER.- PERMIT DATE: COMPLIANCE DATE: O Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within 200 feet of leaching facility) feet Edge of Wetland and Leaching Facility(if any wetlands exist within 300 feet of leaching facility). feet FURNISHED BY 77r rg, No. ,.i.� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for TDi9;po.5a1 *p5tem Cott.5truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. le5-1 J`j - Owner's Name,Address,and Tel.No. Assessor's Map/Parcel .Z�(n� Awe (sel,&LL'A Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. A Type of Building: ? f� Dwelling No. of Bedrooms 3 Lot Size C) / sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures yy Design Flow(min.required) gpd Design flow provided ` 3D gpd Plan Date Number of sheets Revision Date Title Size of,Septic Tank f���7 Type of S.A.S. go 5 S Description of Soil Nature of Repairs or Alterations(Answer when applicable) r Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environ a ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of H h. — Signedy�,� Date [ 7 "�� Application Approved by 1 ►v Date a [ _-0� Application Disapproved by: Date ��T� for the following reasons Permit No. A00K Date Issued No. �U� �" e` .`L e� �:moo" Pee _ - mputer: THE COMMONWEALTH,OF,,�,(VIASSACHUSETTS Entered in co Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for Mi.5pont *pgtem Congtruction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. /�9//� f0� Owner's Name,Address,and Tel.No. 32. Qj�,wT�� Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling , No.of Bedrooms 3 Lot Size o( � / / sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided �'7 gpd 'Plan Date Number of sheets Revision Date `''+ Title i Size of.Septic Tank �p+�n Type of S.A.S. I 20 `j o 5 Description of Soil r Nature*of Repairs or Alterations(Answer when applicable) / k 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°%ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. jee, 2 Signed i Date 7 �� Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. 00 p 5 J Date Issued 11 ( 0 _ — _ ------_—_-----__--_------_----�--'----------.------- . A THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS �4 Certificate of Compliance THIS IS TO Rf[h,Y,ithat-t-the'Of-sifie Sewage Disposal System Constructed ( ) Repaired ( Upgraded ( ) Abandoned( )by ,�-{1ge5/ ��7•t�- s at /Y1A►�IY -</ ?� W /VI c� has been constructed in accordance with the provisions of Titlef5 and the for Disposal System Construction Permit No. dated Installer Ksiolall a r`lh Designer Haut r/��inr .�/.��D /n c- #bedrooms , Approved design flow go-0 v The issuance o hi f�r/afi�tfsha/ll not be construed as a guarantee that the system wild function/as�designed.li oe Date �/ f "/ f Inspector V�� . 41V - -No. 06 <�- t7 7 / Fee top - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS ligpont �&pgtem Con . ruction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon System located at / S� /���� STr/ K f � ./i// and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions.._.. Provided: Constructionru st be completed within three years of the date of this ppe mit. -f � Date ' )/Q Approved by t r FROM :down cape engineering inoc FAX NO. :15083629830 Aug. 26 2008 11:31RM P1 Town of Barnstable 04 Regulatory Services MRN"AD Thomas F. Giciler, Director Publk Health Division Thomas.McKean,Director 200 Main Street,Hyannis, MA,02601. Office: 509-862-4644 Fax: 508-790-6304 Installer Designer Certificatio.n Form Date- Sewage Permit# or'Assess s mapTarce.1 Installer: Address: "On was issued apen-nitto install a (date) (ijJ4`tajler) seplw systeill at 16k5 cm based on a design drawn.by (address) is ��ated In"zn_ (defign r) I certity that the septic system ret.erenced above was installed substantially according to the design. which may include minor ap proved changes such as lateral relocation of the distribution box and/or septic tannic. xs I certify that the septic system referenced above was installed with major. changes (i.e. greater fl.i.,m. 1W lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built y des gi_ter to follow. DANIIELA -ANS-Al He s Sig aftn-e) OJALA cn CIVIL No.46502 s Signatuye) ISTS (iD GOtIAL Epp (Designer's Signature) Affix Designer's Stamp Here) 11L."EASE RE'rURN' 10 -BARNSTABIX PUBLIC- HEALTH I)WISION. CERT I FICATF, OF C0161 ILIANCE WILT, NOT ]BE ISSUED UNTIL ROTH 1.1-11S rORM, AND AS-BUILT CARD A14E RECEIVFD WITLE BARNSTABLE PUBLIC HEALTH DMSION. THANK YO Q' I 1E!n101/Szp6U/Dcsigncr Ccrfificatioii l-orin 3-26-04.clix; T LOCATION SEW AG ERMIT NO. LvT"tea 06a c?IU -03a VILLAGE wFSr- 11,54,41ex, sT ACr INSTALLER'S NAME & ADDRESS 0/1� BUKDER OR OWNS �� DATE PERMIT ISSUED DATE COMPLIANCE ISSUED i s„v N �� i � ,?�� , £ I ., L., '�'� _. a J SYSTEM PROFILE SYSTEM T BE NOTES IAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS APPROXIMATE NGVD ACCESS COVERS TO WITHIN 6" OF FIN. GRADE TOP FOUND. EL. 70.2' PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE 2. MUNICIPAL WATER IS NOT AVAILABLE \ 69.0' MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 67.0 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 111,11 ailroad 4. DESIGN LOADING FOR ALL PROPOSED PRECAST �� F PRECAST H-10 " j UNITS TO BE,AASHO H-10 Wa Lonee a RISERS �) 66.8'f 4 OSCH40 PVC L 6A PIPES LEVEL 1ST 2 2" DOUBLE WASHED PEASTONE 5. PIPE JOIKITS TO BE MADE WATERTIGHT. Rt. • ' • '• + • OR GEOTEXTILE FABRIC *EXISTING **EXISTING 1000 GAL 64.0' 6. CO'!'�TRUCTION DETAILS TO BE IN ACCORDANCE Locus WITH 310 CMR 15.000 (TITLE V.) Cape Cod EXISTING " SEPTIC TANK 14" s� Community 10 TEE 65.4 f o o c c c c o0 00 GaiTC College TEE o00000000010 o 0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND GAS BAFFLE::; °a0o�o"..? 63.5 0 3' AT SIDES Pond ! NOT TO BE USED FOR LOT LINE STAKING OR ANY (_ 63.75' 63.58' go 2 ' 4' AT ENDS OTHER PURPOSE. I �80 0� � 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR DEPTH OF FLOW = 4' 6" CRUSHED STONE OR MECHANICAL 3/4" TO 1 1/2" DOUBLE WASHED STONE CONCEALED WITHOUT INSPECTION BY BOARD OF Exit COMPACTION. (15.221 [2]) HEALTH AND PERMISSION OBTAINED FROM BOARD 16 . TEE SIZES: n OF HEALTH. INLET DEPTH = 10„ 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OUTLET DEPTH = 14" CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & 2 y SLOPE) ( 1 % SLOPE) 56.0' BOTTOM TH-1 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000't NO GROUNDWATER FOUND WORK. FOUNDATION EXISTING SEPTIC TANK 39' LEACHING D' BCX 10' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 216 PARCEL 32 FACILITY SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **THE ,INSTALLER SHALL CONFIRM MIN. LOCUS IS WITHIN AP OVERLAY DISTRICT UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS SEPTIC TANK SIZE AT 1000 GALLONS 12. EXISTING LEACHING FACILITY SHALL BE PUMPED PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM AND ITS SUITABILITY FOR RE-USE AND REMOVED OR PUMPED AND FlLLED WITH CLEAN SAND. j LEGEND , 99- EXISTING CONTOUR o v X 99 1 EXIST. SPOT ELEV. m �w SYSTEM DESIGN: .0 99 PROPOSED CONTOUR 19841 PROPOSED SPOT EL. IGSO ss �� GARBAGE DISPOSER IS NOT ALLOWED TH1 o Ao DESIGN FLOW: 3 BEDROOMS ® 110 GPI = 330 GPD TEST HOLE USE A 330 GPD DESIGN FLOW h� 5' REMOVAL OF UNSUITABLE SOIL 2� SLOPE OF GROUND ^ REQUIRED AROUND PERIMETER OF 6' LEACHING FACILITY, DOWN TO UTILITY POLE \\ ' G� SUITABLE SOIL LAYER. REPLACE SEPTIC TANK: 330 GPD (2) = 660 WITH CLEAN MED. SAND. **RE-USE EXISTING 1000 GAL. SEPTIC TANK FIRE HYDRANT � 6� � NarE war Au s»aeols MAY APPFNt IN ORAwIHc 7o � LARGE - 1 \ OAKS LEACHING: e o SIDES: 2 (29.3 + 10.3) 2 (.74) = 117 GPD TEST HOLE LOGS \� m \ BOTTOM 29.3 x 10.3 (.74) = 223 GPD �, TOTAL: 459 S.F. 340 GPD ENGINEER: DAVID FLAHERTY, R.S., SE2755 \ � �' _� .` � f ' 6s USE (3) H-20 "3050" INFILTRATORS R.S.DON DESMARAIS, WITNESS: \ rn WITH 4' STONE AT ENDS AND 3' AT SIDES DATE: JULY 29, 2008 PAVED \�� c� 6� \. PERC. RATE _ < 2 MIN/INCH DRIVE I T"- MA CLASS I SOILS P# 12303 �' APPROVED DATE BOARD OF HEALTH = I BENCH MARK - TOP OF J ELEV. ELEV. BRICK STEP EL. = 70.0 0 �-� 6 TITLE 5 SITE PLAN _ - o FILL FILL . I I m l 6;;, OF 24„ A0 1851 MAIN ST. (RT. 6A) 15p' 69 �Rs we (WEST) BARNSTABLE, MA A A To ABUTTER'S WELL I �� LS LS s8 10YR 4/2 10YR 4/2 _>0 34" 26" w PREPARED FOR B B 69 KARL SULKALA EXISTING 3 BR o SL SL I DWELLING DATE: AUGUST 1, 2008 1OYR 5/6 1OYR 5/6 - I TOP OF FNDN 60" 5% COBBLES 62.0 50" 5% COBBLES 62.8' J EL. 70.2' C C GJo' off 508-362-4541 CONC. vv fax 508-362-9880 SIEVE MS MS PATIO downcope.com © `` down e4.0dev Engia«ling, Inc. 10YR 7/4 10YR 7/4 20 �rtw o�� e 26 0 65 SF �� ARNE S90 �� ARNE ' C%Vl/ engineers o H �� OJALA H. ' '` land surveyors 5% COBBLES 5% COBBLES 0.6t AC ^ CIVIL OJALA Fti 939 Main Street ( Rte 6A) ' a No. 30792 o No.26348 132 56.0 126 POCKETS LS 56.5 �� •o P tt w YARMOUTHPORT MA 02675 T ER�o `` NO GROUNDWATER ENCOUNTERED Scale: 1"= 20' It Zo ss _:a•a' DATE A H. OJALA, .E., P.L.S. � rh; LICE ##08- > 6 7 0 10 20 30 40 50 FEET 08-167 SULKALA.DWG (DDF)