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HomeMy WebLinkAbout0027 HIGH STREET - Health ' " `C�J a��-- 31 � � � 13+�� G S M E A D KEEPING YOU ORGANIZE® No. 12134 2-153LGN SUSTAINABLE FORESTRY MiN.RECYCLED INITIATIVE CONTENT 10% cenmed Sourcing POST-CONSUMER wwwstipro9ram.orp SFW1290 MADE IN USA GET ORGANIZED AT SMEAD.COM v first fl. rdining (0 ngrm. br 4 stairs hen ba br porch 10.4' 32.2' bedroom E:1 stairs 0 N 2nd floor I CarmodyTM Service History Page 1 of 5 CarmodyTM Environmental Management Services � � BARNSTABLE County, Massachusetts- Karen Malkus-2/14/2014 Main Menu Service History Home Log Out How To:All Tutorials Apply for Passwords aPrint Service History Support Phone/Fax Report Tech Problem Property Information Change/Request Form Change Password Property ID BAHic1027FAS(Tracking Number) Contractor Upload Carmody Training Links Map Register Event Name Merritt, Ellen File a Service Event How To:File Event Site Address 27 High Street West Barnstable, MA Data Resources Search/Add Pro e Service Activi Service Statistics Create a Report Create an Excel File Total Service Events (To Date) 22 Reconcile Addresses Statistics Report Audit Reports Split Parcels n Setup View Onsite Service History: 1� �2 [3 All Years r Include Inactive Component Flags__ Review Questions Shoal I All -In Reports Send Payment More Applications Service History -All Date Report Type Entered Gallons Recorded or Comments Date Pumped BY Serviced Disposal Site 12/17/2011 System No service No service event r- View dAsgj 12:00 AM Generated recorded reported within Add Comments 12/17/2011 service schedule: 12:00 AM 12/16/2008 to 12/16/2011. Notes: No service event was recorded by the system for this flag: Maintenance Contract 10/2/2011 System No service No service event - View tAsg j 12:00 AM Generated recorded reported within ikddComots' 10/2/2011 service schedule: 12:00 AM 0 4/1 812 0 1 1 to 10/01/2011. Notes: No service event was recorded by the system for this component: FAST 10/2/2011 System No service No service event -VwWMS 1 12:00 AM Generated recorded reported within Add Comments` 10/2/2011 service schedule: 12:00 AM 0 4/1 812 0 1 1 to 10/01/2011. http://www.carmody.biz/pump/Service_History.aspx?permit_id=881014 2/14/2014 CarmodyTM Service History Page 2 of 5 Notes: No service event was recorded by the system for this component: Sample Report(Effluent) 1/25/2012. - 0 RobertM Sampling Y- Edrt7•�m- 11:44 AM Fitzgerald: Report. -Print r'9/9/2011 PE °._` ' =Email Report 12:00 PM Using: The Web Site 1/25/2012 0 RobertM "Inspection" 'Edit 11:42 AM Fitzgerald Print " ' 9/9/2011 PE "Email Report 12:00 PM ------ Using: The Web Site 8/2/2011 0 Robert M Sampling Edit - 10:42 AM Fitzgerald Report Print__ -_ 4/18/2011 PE Email Report 1:30 PM ------ Using: The Web Site 8/2/2011 0 Robert M "Inspection" - yEdit 10:41 AM Fitzgerald - Print 4/18/2011 PE -::.Email Report_ 1:30 PM ------ - - Using: The Web Site 12/17/2010 System No service No service event Idw Mig/ 12:00 AM Generated recorded reported within Odd Comments 12/17/2010 service schedule: 12:00 AM 12/16/2008 to 12/16/2010. Notes: No service event was recorded by the system for this flag: Maintenance Contract 4/2/2010 System No service No service event 101O ; gg8 12:00 AM Generated recorded reported within - Add CamMonts 4/2/2010 service schedule: 12:00 AM 10/06/2009 to 04101/2010. Notes: No service event was recorded by the system for this component: FAST 4/2/2010 System No service No service event Viow`Msg7 r, 12:00 AM Generated recorded reported within Add Comments 4/2/2010 service schedule: 12:00 AM 10/06/2009 to 04101/2010. Notes: No service event was recorded by the system for this component: Sample Report(Effluent) http://www.carmody.biz/pump/Service_History.aspx?permit_id=881014 2/14/2014 CarmodyTM Service History Page 3 of 5 2/25/2011 Robert M **Saved Sample brl is not a valid Vie-W——Sg, I Fitzgerald ** number and could not Add Comments' 9:39 AM Message PE be processed Fr n Activate brl is not a valid number and could not Robert M V,ew MS4 i 2/25/2011 **Saved Sample be processed : brl is Fitzgerald Add Comments: 9:39 AM PE Message— not a valid number - ;in=Activate and could not be - processed brl is not a valid number and could not Robert M view iUisg i~ 2/25/2011 **Saved Sample be processed : brl is Fitzgerald Add Comments' 9:39 AM PE Message— not a valid number tn-Act vSte. and could not be ~ ~ processed 1/28/2010 0 Robert M **Inspection** Edit 10:02 AM Fitzgerald ___Print­_._' k: 10/6/2009 PEEmsil 10:25 PM ------ Using: The Web Site 1/28/2010 0 Robert M Sampling T­ , Edit 10:04 AM Fitzgerald Report Pri-nt 10/612009 PE Email Report. 10:25 AM ------ Using: The Web--Site 1/28/2010 0 /,Robert M Sampling T Edit 10:00 AM Fitzgerald Report 5/14/2009 % PE Email Report'_ 12:05 PM ------ Using: The Web Site 1/28/2010 0 Robert M * nspection** _ Edit 9:58 AM Fitzgerald-" € Print 5/14/2009 PE _,`Email Report , 12:00 PM ------ Using: The Web Site 1/28/2010 0 Robert M **Inspection** Edit 9:55 AM Fitzgerald 1/25/2009 PE -Eriiail Report_`; 10:00 AM ------ Using: The Web Site 1/28/2010 0 Robert M Sampling -Edit 9:57 AM Fitzgerald Report `Print r 1/23/2009 PE E66HR® art- 10:45 AM ------ Using: The Web Site 12/18/2008 Wastewater **MESSAGE** Cancelled contract � .Yei�r-l�sg1 8:56 AM Treatment Came From 12/17/08. : 12/18/08- 'Add Comments: 12/17/2008 Services, Message Board Updated permit and __ 12:22 PM Inc. flagged. -BB 11/25/2008 0 Wastewater **Inspection** 10:26 AM Treatment Print 10/21/2008 Services, Ernail Report- 12:00 PM Inc. Using: The Web Site http://www.carmody.biz/pump/Service_History.aspx?permit_id=881014 2/14/2014 r Carmc-dyTM Service History Page 4 of 5 11/25/2008 0 Wastewater Sampling Edit' 10:21 AM Treatment Report F Print 10/21/2008 Services, Email Report_ 12:00 PM Inc. Using: The Web Site 9/3/2008 0 Wastewater **Inspection** Edit 8:45AM Treatment Print `—"' 8/4/2008 Services, Email Report 10:30 AM Inc. _ _ Using: The Web Site 9/3/2008 0 Wastewater Sampling . a Edit 8:42 AM Treatment Report - Print 8/4/2008 Services, Email Report 10:30 AM Inc. Using: The Web Site 7/28/2008 System No service No service event ii V16� Mig/ 12:10 AM Generated recorded reported within Add CoMMOnts 7/28/2008 service schedule: 12:10 AM 6/27/2008 to 7/27/2008. Notes: No service event was recorded by the system for this flag: Maintenance Contract 9/17/2008 Chris Burt **MESSAGE** 07/10/08-Sent letter Y®w Nisgy 2:50 PM Came From to owner with operator Add Comments; 7/14/2008 Message Board listing. If no word from 9:12 AM owner contact them again -CB 09/17/08- Contract renewed with WTS. -BB 7/14/2008 Wastewater **MESSAGE** Contract cancelled LddlComments ew A9sg l 9:12 AM Treatment Came From 6/27/08.We have the '' 6/27/2008 Services, Message Board homewoner listed as 12:21 PM Inc. Ellen Merritt. Mail address P.O. Box 576, West Barnstable, MA 02668. ::: 07/14/08- Information added to permit-CB 3/23/2008 0 Wastewater **Inspection** "'Edit 1:08 PM Treatment 7 Print 1/8/2008 Services, Email Re"ort _ 11:30 AM Inc. Using: The Web Site 3/23/2008 0 Wastewater Sampling ,Eddit 1:06 PM Treatment Report °Prine 1/8/2008 Services, Email Report 11:30 AM Inc. Using: The Web Site http:!/www.carmody.biz/pump/Service_History.aspx?permit_id=881014 2/14/2014 f CarmudyTM Service History Page 5 of 5 11/12/2007 0 Wastewater "*Inspection" -- _-Edit — 8:31 AM Treatment 7 _ print ` 10/17/2007 Services, Email Report= 1:00 PM Inc. Using: The Web Site 11/12/2007 0 Wastewater Sampling Edit 8:30 AM Treatment Report print 10/17/2007 Services, Email Report 1:00 PM Inc. Using:The Web Site 8/21/2007 0 Wastewater "Inspection" Edit" 8:38 AM Treatment 'hrint 7/27/2007 Services, Email Report 11:30 AM Inc. Using: The Web Site 8/21/2007 0 Wastewater Sampling ( `Edit 8:37 AM Treatment Report 71Print 7/27/2007 Services, "Email Report 11:30 AM Inc. Using: The Web Site 6/5/2007 0 Wastewater Sampling 06/05/07-Sampling (7 Edit 8:43 AM Treatment Report data from inspection 4/12/2007 Services, report comments-CB Email Report_ 8:30 AM Inc. Using: The Web Site 5/3/2007 0 Wastewater "Inspection" Serial number for this C —Edit 9:11 AM Treatment property is 28603 Print 4/12/2007 Services, Startup date is Email Report 8:30 AM Inc. 1118107.Test results ------ for 4112107-BOD 19.7; Using:The TKN 2.79; Nitrate.2.17; Web Site Nitrite 10.8; pH 7.3; TSS 5.5 Total Gallons Pumped=0 This is a privately operated web site. Sponsorship does not constitute an endorsement from any participating regulatory agency. Copyright©2014 Carmody®.All rights reserved. Legal I Privacy http://www.carmody.biz/pump/Service_History.aspx?permit_id=881014 2/14/2014 i OEM • • • • • e Complete items 1,2,and 3.Also complete A. Si nature item 4 if Restricted Delivery is desired. X ( Agent ® Print your name and address on the reverse ❑Addressee so that we can return the card to you.. g. R lived by(Printed N ) a Date of Delivery ■ Attach this card to the back of the.mailpiece, or on the front if space permits. D. Is delivery address different 71-19es 1 Article Addressed to If YES,enter delivery adI Cb ��51- ' r Slz. 3. Service Type Us' ' CKCertified Mail ❑Express f` 0 (p G Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2, Article Number ` 7012 1010 a000 12'851 1968 Kfi ;:: (Transfer from service label) `' C PS Form 3811,February 2004 Domestic Return Receipt 102595-62-M-1540 UNITED-STATES POSTAL,SERVICE, First-Class Mail Postage&Fees Paid USPS Permit No.G-16 I ' Sender: Please print your name„ address, and ZIP+4 in this box • Town of Barnstable IOa Health Division 200 Main Street Hyannis,MA 02601 - I I ll11iI1,1„�ili1l:,I�,lill,illll� ro Er • • `'. '': a0 F I C I Ln c Postage $ rU C3 Certified Fee \ (��A M Return ReceipI ostma7k�2 t Here Fee �/ 6' O (Endorsement Required) �Q O Restricted Delivery Fee Z p14 p (Endorsement Regwred) FEg 2 O Total Postage&Fees Sent To u )v F—i i e. M e.r r- --------------------------------------------------------------------------------------- C3 Street Apt.No.; r%- or PO Box No. 2 a h _St City Sta�ZIP.+4 —S e �Z(o68 n I-u l MA- Certified Mail Provides: o A mailing receipt *; o A unique identifier for your mailpiece o A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Maile or Priority Mail®. o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPSe postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee,or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted"Delivery". a.If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 a Barnstable Town of Barnstable ��Teti Regulatory Services Department KAS&BARNSTABLY, Public Health Division ibgq .� 2007 200 Main Street, Hyannis MA 02601 I Office: 508-862-4644 Richard Scali,Interim Director IIII FAX: 508-790 6304 Thomas A.McKean,CHO 13 C' CERTIFIED MAIL # 7012 1010 0000 2851 1968 !February 24, 2014 ) L /� �hPi1.Y Ellen Merritt- 27 High Street y�y West Barnstable 02668 RE: Operation and Maintenance Contract for the Innovative Septic System installed at 27 High Street, West Barnstable, MA in the Town of Barnstable. 1 The Barnstable County Department of Health and Environment has informed us is that the operation and maintenance contract for your innovative/alternative S� ` wastewater treatment system expired on January 1, 2012. To date, they have not received evidence that you have entered into a new Operation and Maintenance contract. Therefore, we are writing to instruct you that the Massachusetts Department of Environment Protection (MA DEP) and the Town of Barnstable require you to keep an Operation and Maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http //www barnstablecountyhealth org/ia-systems/ia-owners-quide. The Barnstable County Department of Health d Board Environment He oversees seelth n the septic,system management and compliance efforts Town of Barnstable. The Public Health Division is hereby contacting you to inform you of the above requirement and to order you to comply. Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within thirty (30) days of receipt of this letter. Q:\SEPTIC\O&M Itr\27 High St W.Bam 2014.doc f J 4 Please be advised that if you do not respond within thirty (30) days of your receipt of this letter by forwarding a copy of an assigned contract, you will be scheduled to appear before the Board of Health at a show cause hearing on April 8, 2014 to provide information relative to the required contract. PER ORDER OF THE BOARD OF HEALTH ` PhomascKean, R.S. CHO I ,Agent of the Board of Health CC: Barnstable Department of Health and Environment QASEPTIC\0&M Itr\27 High St W.Bam 2014.doc Cape Clear Water P.O..Box 1271 Marstons Mills,MA 02648 Phone:508-603-8771 Fax:508-681-8915 e-mail-capeclearwater@comcast.net Operation and Maintenance Agreement for F.A.S.T., I/A treatment system located at 27 high st., W Barnstable, MA MA DEP PERMIT#BARN-Hig027-FAS Services Performed By: Services Performed For: Cape Clear Water Ellen Merritt P.O..Box 1271 27 high st. Marstons Mills,MA 02648 W.Barnstable,MA Phone:508-603-8771 Fax:508-681-8915 e-mail- capeclearwater@comcast.net Maintenance and Testing.Shall be performed by a Licensed Certified Massachusetts Wastewater Treatment Operator Permit Required testing 2 times annually for:Bod,Tss,Ph,TKN,Nitrate,Nitrite. This Operation and Maintenance agreement,(hereinafter called the"o/m"),effective as of September 1,2017 is entered into by and between Contractor and Client,and is subject to the terms and conditions specified below. Period of Performance The Services shall commence on Sept. 12017 and shall continue through Sept 1 2019. Cost of Services Contractor shall provide the Services and Deliverable(s)as follows: Quarterly service and effluent testing-$225.00 per visit Hourly Service Rate:$77.00/per hour If both parties agree to the above said terms please sign below to validate contract Statement of Wlork for[Client Name] -/Datej 9 Barnstable Town of Barnstable . BA"STABLE. • I I I.F KASS. Board of Health 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX 508-790-6304 Donald A.Guadagnoli,M.D. Junichi Sawayanagi August 10, 2017 Ms. Ellen C. Merritt 27 High.Street P.O. Box 576 West Barnstable,MA 02668 RE: Sampling of Wastewater Effluent from your Innovative/Alternative System at 27 High Street, West Barnstable Dear Ms. Merritt, You are granted permission to reduce the frequency of sampling and monitoring of the wastewater effluent from your onsite sewage disposal system consisting of innovative/alternative technology at 27 High Street, West Barnstable, MA. A public hearing was held before the Board of Health on July 25, 2017. The Board reviewed nineteen effluent sample reports taken during the past ten years,with a median TN of 14.06 and a median TKN of 1.795. This permission is granted with the following conditions: ❖ The wastewater effluent shall be tested twice per year. ❖ Operation and Maintenance Inspections shall be conducted on a regular basis in accordance with MA DEP Regulations. Sincerely, "aul ai D.M.D. Chairman BOARD OF HEALTH Q:\WPFILES\IA Monitoring Adj Merritt 27 High St WB Jul20l7.docx Ellen Merritt PO Box 576 West Barnstable, MA 02668i -July 11, 2017 X Z Mr.Thomas McKean, Director Town of Barnstable, Board of Health 200.Main Street Hyannis, MA 02601 Dear Mr. McKean, My alternative septic system has passed 8•consecutive•tests over thezlas��. With the approval of the Board of Health I would like to reduce the required numbered of tests per year. At present it is being tested quarterly..It,is my hope that my application can be reviewed at the next meeting on July.25th. Enclosed please find 5 copies each of the last eight test results. Thank you. Sincerely, �- C- l� Ellen C. Merritt I/A System Sample Report History °f- ```` s, 27 High Street, Barnstable 03 d Barnstable County Department of Health and Environment �ssAcxvs P.O. Box 427, Barnstable, MA 02630 Effluent Sample Results Date TN Nitrate Nitrite _ TKN BOD5 TSS pH 04/1;2/2007a x ; 15.8` f. . 2.17 10Fg M' d% `2'7:6 19,7. _ K 5 5 m'' 7 3 s 07/27/2007 8.2 6.54 0.125 1.55 7.2 _5.5 6.7 10/17/2007 - 7.3 6:16 F . .." 0 29 ..� �`r a 0 87 .` 2 •. c 2'w�'x„'*.. Ra` '� 7r t�'_ 4' ..�. _ 01/08/2008 11.9 11.1 0.125 0.69 2 2 6.4 08704/_2008." *` 6_'5 µ 5:3.5 0 12_5 � ;� '*kr1 05. 2 = "-" 4 ` *" 712._ 10/21/2008 8.13 6.21 0.125 _ 1.79 2 _ 7.4 01/23/2009 � .F, 15.1 �' . ... ,.. 7.4 05/14/2009 , 16.9 16.9 3.4 3 7.44 14 13 2:; z,c,_µ.� �?� r 32; 1=1:23s10 7 95 04/18/2011 26.99 22.7 0.37 3.92 9.4 _ _ 22 6.53 09f09/2011 A' f 23.92_, . . n23.7 0-2 ? M I 07/31/2015 13.8 12 1.8 7.32 �. 9 �1�OX29/20���.na,�.__a:^�...s..,� 01/29/2016 13.476 11.6 0.176 1.7 9 6.43 04/1.'3%2016.` `° 10 586'{ 8 78.' 0�006K .., tea F` : 08/11/2016 11.38 9.38 ~ 2 3.6 7.17 "'- ,;..:.. - '-.„� .-y�,: SjKsx, mle^ rx_-•s'. - -t_ w1 OG2:7//2016 .: .15:63. .`: �1,.3.7 _ t �,: _. w.? 0 3 :h1 6:: . x . .,, 13 34 01/19/2017 17.947 12.8 0.147 _ 5 9.4 _ 15 �g 6.5 .:3 ^x Yw.�9 �''.} j ., .:.• _sY':,.7F x. .w R"t.: `< �`�.1. "' s�.w '�3="2 Median 14.06 11.6 0.147 1.795 5.5 6 7.2 t Influent Sample Results No Influent Sample Results . 07/12/2017 10:1 lam Page 1 of 1 r C 0 ® t- • TOWN OF BARNSTABLE LOCATION SEWAGE# 2061 VILLAGE W nS C_ ASSESSOR'S MAP&PARCEL1 �Patzal -3[. INSTALLERS NAME&PHONE NO. &Ao\dk�; SEPTIC TANK CAPACITY LEACHING FACILITY:(type)2-$CJJ i1-Zc� cs �x:5 (size) NO.OF BEDROOMS OWNER - C.c4 rC PERMIT DATE: 67 COMPLIANCE DATE: 11121-2 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 DaWo Cr ne FAo f I/A System Sample Report Of B` s, J� 27 High Street, Barnstable ° Barnstable County Department of Health and Environment �9s, y �° P.O. Box 427, Barnstable, MA 02630 S CHO �s n Physical Address 27 High Street, Barnstable Technology- Model FAST- MicroFAST 0.5 Sample Date and Time 07/31/2015 @ 10:00 am _.3 Effluent Results Sampling Parameter Result Unit Range Tota] Suspended Solids (TSS), BRL _ _ mg/L_ <30.00 Nitrate (Nitrate) 12.00000� mg/L _ <19.00 Nitrite (Nitrite) BRL mg/LL <19.00 Total Kjehldahl Nitrogen (TKN) 1.80000 mg/L _ <19.00 Total Nitrogen (TN) 13.80000 mg/L <19.00 Biochemical Oxygen Demand, 5-Day (BOD5) BRL mg/L_ _ <30.00 PH (pH) 7.32000 SU 6.00 -9.00 BRL - Below Recordable Limit, DNS - Did Not Sample, NR- Not Reported I/A System Sample Report ��,�of BAn,�� 27 High Street, Barnstable U -J Barnstable County Department of Health and Environment SAcrivsQ � k P.O. Box 427, Barnstable, MA 02630 N Physical Address 27 High Street, Barnstable Technology- Model FAST- MicroFAST 0.5Dh Sample Date and Time 10/29/2015 @ 12:00 pm . Effluent Results Sampling Parameter g _ Result' Unit Range ° _ _ Total Suspended Solids (TSS) 3.00000 mg/L <30.00 Nitrate (Nitrate) _ _ 10.90000� T_ mg/L <19.00 Nitrite (Nitrite) BRL mg/L <19.00 Total Kjehldahl Nitrogen (TKN) �� 1.90000_— mg/L <19.00 a Total Nitrogen (TN) BRL mg/LV,Y <19.00� Biochemical Oxygen Demand, 5-Day (BOD5) -__ _ _ rBRL _ _ mg/L_ <30.00 pH (pH) 6.28000 SU 6.00 -9.00 BRL - Below Recordable Limit, DNS - Did Not Sample, NR- Not Reported f I/A System',Sim' ple Report of B`�s, J$ 27 High Street, Barnstable U t Barnstable County Department of Health and Environment Sq CHUS NI P.O. Box 427, Barnstable, MA 02630 Physical Address 27 High Street, Barnstable Technology- Model FAST- MicroFAST 0.5 z .Sample Date and Time 01/29/2016 @ 02:00 pm Effluent Results Sampling Parameter Result Unit Range Total Suspended Solids (TSS) 9.00000 mg/L <30.00 Nitrate (Nitrate) - 11.60000 mg/L` <19.00 r Nitrite (Nitrite) 0.17600 mg/L <19.00 Total Kjehldahl Nitrogen (TKN)_ _ _ _ _1.70000 m /L <19.00 _ 9 - Total Nitrogen (TN)) - 13.47600 m_ g/L <19.00� Biochemical Ox en D m eand, 5 Da BOD5 ^ - _ Y9 - - - - .Y ( )... _ BRL _ _ _ _ mg/L <30.00 pH (pH) 6.43000 SU 6.00 -9.00 BRL - Below Recordable Limit, DNS - Did Not Sample, NR- Not Reported �I I/A System Sample Report �`�`Of BaR,�s, J 27 High Street, Barnstable _:, - � a Barnstable County Department of Health and Environment9sy3 P.O. Box 427, Barnstable, MA 02630 SgcHvs� Physical Address 27 High Street, Barnstable Technology- Model FAST- MicroFAST 0.5 Sample Date and Time 04/13/2016 @ 01:30 pm .Q Effluent Results Sampling Parameter Result Unit Range- Total Suspended Solids (TSS) 6.00000 mg/L _<30.00 Nitrate (Nitrate) 8.78000 mg/L _ <19.00 Nitrite (Nitrite) - v 0.00600 mg/L <19.00 Total Kjehldahl Nitrogen (TKN)_ _ _ _ _ _1.80000 m /L <19.00 Total Nitrogen (TN) _ 10.58600 mg/L , <19.00 Biochemical Oxygen Demand, 5-Day (BOD5)_ 2.00000 mg/L <30.00 pH (PH) ._ _ _ _ _ _ - 6.55000�� � SU 6.00 - 9.00 BRL- Below Recordable Limit, DNS - Did Not Sample, NR- Not Reported - J l 0 B lA System Sample Report J$' 27 High Street, Barnstable 0 �. Barnstable County Department of Health and Environment9ss�Cs � P.O. Box 427, Barnstable, MA 02630 Fd� Physical Address 27 High Street, BarnstableZK Technology- Model FAST- MicroFAST 0.5 Sample Date and Time 08/11/2016 @ 03:00 pm Effluent Results Sampling Parameter Result Unit Range Total Suspended Solids (TSS) BRL mg/L <30.00 Nitrate Nitrate 9.38000 m /L <19.00 Nitrite (Nitrite) BRL mg/L <19.00 Total Nehldahl_Nitrogen-j.". ) 2.00000 _ _ mg/L <19-00 Total Nitrogen (TN) 11.38000 mg/L <19.0.0 Biochemical Oxygen Den-an , Da _ D5 _ Yg d 5 BO _ _-_ .�__ Y �__.._.. )_.-. ._- �_ 3.60000 - --- -- mg/L_ --<30.00 pH (pH) 7.17000 SU 6.00 -9.00 BRL- Below Recordable Limit,-DNS - Did Not Sample, NR- Not Reported I/A System Sample Report ��,�OF B �� 27 High Street, Barnstable 0 .. = f. Barnstable County Department of Health and Environment sACNcis� � P.O. Box 427, Barnstable, MA 02630 F�e6 Physical Address 27 High Street, Barnstable Technology- Model FAST- MicroFAST 0.5 Sample Date and Time 10/27/2016 @ 01:30 pm ' Effluent Results Sampling Parameter _ Result- Unit Range Total Suspended Solids (TSS) 21.00000 mg/L <30.00 Nitrate (Nitrate) 13.70000 mg/L <19.00 Nitrite Nitrite 0.33000 m /L <19.00 Total Kjehldahl Nitrogen 1.60000 _ --mg/L <19.00 -.__ Total Nitrogen (TN) 15.63000 mg/L <19.00 Biochemical Oxygen Demand, 5_Day (BOD5} A^_ _.._.� _ 13.00000 �mg/L� <30.00 y pH (pH) - _ 7.34000 _ SU 6.00-9.00 BRL - Below Recordable Limit, DNS- Did Not Sample, NR- Not Reported o a ENVIROTECH LABORATORIES, INC MA CENT. NO.: M-AlA 063 8 Tan Sebastian Drive Sandwich,MA. 02563 ' (508)888-6460 1-800-339-6460 FAX(508)888-6446 Monday,May 1,2017 -n X Cape Clearwater .rss PO Box 1271 Marston Mills, ProjectName: Merritt Comments: Project Number: Collection Dale: 04125117 Collection Time: I1:45 Sampled By: MDillen Lab Order Number: WW-170701 Date Received: 04125117 ,.ate Pa "'c � 3--Y ��- �'�' � .-�- �-a � —`�"� i• _..a-, �� �• �'�='Y -t-� ,�z.� - �2. Parameters Units Test Results Reportable Limits Date Analyzed Analyst Method pH pH units 6.88 NA 04/25/17 LL SM 4500 H-B SOD 5-Day mg/L 10 2.0 04/25/17 MC SM 5210 B KJeldhal Nitrogen mg/L 2.7 0.60 04/28/17 KB M4500-Norg B- Nitrate-N mg/L 12.3 0.01 04/25/17 LL EPA 300.0 Nitrite-N mg/L 0.063 0.006 04/25/17 LL EPA 300.0 Total Suspended Solids mg/L 17 1.5 04/27/17 KB SM 2540 D a ' I I i BRL=below reportable lin's E *see attached By: onald . aari Labor ry Director Page 1 of 1 +, i out6ind:H5-0000000OD29B6432901 CDB49B3 0FFF776DBODF8507008249EAC50E 1 D794ABA69DC2D 1 D 147BDC0000... r Flynn, Judith From: McKean, Thomas on behalf of Health Sent: Tuesday, March 04, 2014 11:29 AM To: Crocker, Sharon Cc: Malkus, Karen; Flynn, Judith Subject: FW: O&M septic system contract -----Original Message----- From: Ellen Merritt [mailto:ec.merritt@comcast.net] Sent: Tuesday, March 04, 2014 11:17 AM To: Health Cc: Robert Fitzgerald Subject: 0&M septic system contract D.;ar Mr. McKean, In response to your certified letter received last week please find the attached O&M contract for my septic system at 27 High Street in West Barnstable. Please know that although a written contract was not in evidence for the years 2012 and 2013 that the system was tested regularly and pumped out in 2012. Sincerely, Ellen Merritt 3/5/2014 ci Robert M Fitzgerald, P.E. 166 Mayflower Terrace South Yarmouth, MA 02664 508 776 7556 fitzgeraldcape@comcast.net March 1, 2014 Ellen Merritt PO BOX 576 West Barnstable, ma 02668 RE: Contract Extension: 27 High Street FAST System O&M Dear Ms. Merritt, The following outlines the proposed contract extension for Operation and Maintenance services for the FAST I/A treatment system located at the above referenced property. Scope of Services The treatment system will be operated by a Certified Wastewater Plant Operator for quarterly inspections and testing of effluent in accordance with Massachusetts Department of Environmental Protection protocols. Cost of Services Yearly ($100 per visit) $400.00 Quarterly laboratory effluent sample analysis for pH,NO2, NO3. TKN , BOD5 and TSS estimated at $99.00 xl.l = $108.90 per sample Any services beyond those noted, including responding to alarms or follow up services will be invoiced at $75.00/hour. Laboratory fees and reimbursable expenses are invoiced at cost plus 10%. All invoices are due upon receipt. This contract extension shall remain valid following Client authorization until canceled in writing by either party. If the above is acceptable, please sign and return one copy of this contract. f Sincerely, Robert Fitzgerald Agreed: Lw Date: Digitally signed by Ellen Merritt DN:cn=Ellen Merritt,o,ou, email=ec.merritt@comcast.net,c=US Date:2014.03.04 11:06:19-05'00' Robert M Fitzgerald, P.E. 166 Mayflower Terrace South Yarmouth, MA 02664 508 776 7556 fitzgeraldcape@comcast.net March 1, 2014 Ellen Merritt PO BOX 576 West Barnstable, ma 02668 RE: Contract Extension: 27 High Street FAST System O&M Dear Ms. Merritt, • The following outlines the proposed contract extension for Operation and Maintenance services for the FAST I/A treatment system located at the above referenced property. Scope of Services The treatment system will be operated by a Certified Wastewater Plant Operator for quarterly inspections and testing of effluent in accordance with Massachusetts Department of Environmental Protection protocols. Cost of Services Yearly($100 per visit) $400.00 Quarterly laboratory effluent sample analysis for pH,NO2,NO3. TKN , BOD5 and TSS estimated at$99.00 x1.1 = $108.90 per sample Any services beyond those noted, including responding to alarms or follow up services will be invoiced at$75.00/hour. Laboratory fees and reimbursable expenses are invoiced at cost plus 10%. All invoices are due upon receipt. This contract extension shall remain valid following Client authorization until canceled in • writing by either party. If the above is acceptable,please sign and return one copy of this contract. Y f Sincerely, Robert.Fitzgerald Agreed: Date: , Digitally signed by Ellen Merritt DN:cn=Ellen Merritt,o,ou, • email=ec.merritt@ omcast.net,c=US Date:2014.03.04 11:06:19°-05'00' • Pw '� Robert M Fitzgerald, P.E. 166 Mayflower Terrace South Yarmouth, MA 02664 508 776 7556 fitzgeraldcape@comcast.net March 1, 2014 Ellen Merritt PO BOX 576 West Barnstable, ma 02668 RE: Contract Extension: 27 High Street FAST System O&M Dear Ms. Merritt, The following outlines the proposed contract extension for Operation and Maintenance services for the FAST I/A treatment system located at the above referenced property. Scope of Services The treatment system will be operated by a Certified Wastewater Plant Operator for quarterly inspections and testing of effluent in accordance with Massachusetts Department of Environmental Protection protocols. Cost of Services Yearly($100 per visit) $400.00 Quarterly laboratory effluent sample analysis for pH,NO2,NO3. TKN , BOD5 and TSS estimated at$99.00 x1.1 = $108.90 per sample Any services beyond those noted, including responding to alarms or follow up services will be invoiced at$75.00/hour. Laboratory fees and reimbursable expenses are invoiced at cost plus 10%. All invoices are due upon receipt. This contract extension shall remain valid following Client authorization until canceled in writing by either party. If the above is acceptable,please,sign and return one copy of this contract. t Sincerely, l�'I Robert Fitzgerald Agreed: Date: Digitally signed by Ellen Merritt DN:cn=Ellen Merritt,o,ou, email=ec.merritt@comcast.net,c=US Date:2014.03.04 11:06:19-05'00' 'V 4 / tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering structural design November 22 2006 civil engineers &land Surveyor's Arne H.Ojala RE.,P.L.S. Daniel A.Ojala,P.E.,P.L.S. �- Timothy H.Covell,P.L.S. land court Barnstable Board of Health surveys 1-00 Main Street Hyannis, MA 02601 site planning Re- revised plans for 27 High Street, West Barnstable sewage system Dear Board Members- designs Enclosed are revised plans for the above-referenced site. The Board, at their hearing of April 18, 2006 had granted the variances subject to the addition of an inspections alternative/innovative system to this system upgrade. The wastewater effluent shall be tested quarterly during the first year of operation and permits annually thereafter for pH,BOD5, TSS, and TN. It is understood that a 3 bedroom deed restriction shall be recorded at the Registry of Deeds prior to the issuance of the disposal works permit. e Very truly yours, Sarah B. Ojala Down Cape Engineering, Inc. `T? �1 T Mi c� m 939 main street rt 6a tel.(508)362-4541 yarmouth port fax(508)362-9880 mass 02675 down cape engineering structural design November 22, 2006 civil engineers &land surveyors Arne H.Ojala RE.,P.L.S. Daniel A.Ojala,RE.,P.L.S. land court Barnstable Board of Health Timothy H.Covell,P.L.S. surveys 200 Main Street Hyannis, M' A 02601 Site planning Re: revised plans for 27 High Street, West Barnstable sewage system Dear Board Members- designs Enclosed are revised plans for the above-referenced site. The Board, at their hearing of April 18, 2006 had granted the variances subject to the addition of an Inspections of system to this system upgrade. permits The wastewater effluent shall be tested quarterly during the first year of operation and annually thereafter for pH, BOD5, TSS, and TN. It is understood that a 3 bedroom deed restriction shall be recorded at the Registry of Deeds prior to the issuance of the disposal works permit. Very truly yours, Sarah B. Ojala Down Cape Engineering, Inc. E � xy' � r� f • sKKEr� Town of Barnstable Barnstable Regulatory Services Department e'caW 1 s°" X^&639.SMABLE'r Public Health Division Q D pTFDN4°�A 200 Main Street, Hyannis MA 02601 200� Office: 508-862-4644 Richard Scali,Interim Director FAX. 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7012 1010 0000 2851 1968 February 18, 2014 Ellen Merrit 27 High Street West Barnstable RE: Operation and Maintenance Contract for the Innovative Septic System installed at 27 High Street, West Barnstable, MA in the Town of Barnstable. The Barnstable County Department of Health and Environment has informed us that the operation and maintenance contract for your innovative/alternative wastewater treatment system expired on January 1, 2012. To date, they have not received evidence that you have entered into a new Operation and Maintenance contract. Therefore, we are writing to instruct you that the Massachusetts Department of Environment Protection (MA DEP) and the Town of Barnstable require you to keep an Operation and Maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountyhealth.org/ia-systems/ia-owners-guide. The Barnstable County Department of Health and Environment oversees I/A septic system management and compliance efforts for the Board of Health in the Town of Barnstable. The Public Health Division is hereby contacting you to • inform you of the above requirement and to order you to comply. Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within thirty (30) days of receipt of this letter. Q:\SEPTIC\0&M ltr\27 High St W.Barn 2014.doc Please be advised that if you do not respond within thirty (30) days of your receipt of this letter by forwarding a copy of an assigned contract, you will be scheduled to appear before the Board of Health at a show cause hearing on April 8, 2014 to provide information relative to the required contract. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health CC: Barnstable Department of Health and Environment • Q:\SEPTIC\O&M ltr\27 High St W.Barn 2014.doc i r yr Page 1 of 1 ar�n- Q9 . El414 len Merritt [ec.merritt@comcast.net] OVJKP - Cc Wednesday, January14, 2009 9:57 AM ` - ent.-' y' Gi,A to ,D� oCrocker, Sharon Subject: Microfast test contract Hi Sharon, --� Thank you for your help this morning. Attached is a copy of my aggreement with Robert Fitzgerald for the maintenance and testing of my MicroFAST system. I spoke with him this morning and he tells me he intends to take a sample this week. So January 09 test results should be available in February. I had to leave a message with the County Health Dept. and have yet to hear back from them regarding copies of the test results. I will see that copies are sent to your office asap. Again, many thanks. Ellen Merritt 1/14/2009 P IIN JI ' l I � hLJC- Ellen Merritt P.O. Box 576 West Barnstable, MA 02668 December 3, 2008 a Mr. Thomas McKean Barnstable Health Department 200 Main Street Hyannis,MA 02630 Dear Mr. McKean, I am writing in regards to the testing requirements for my MicroFAST .5 septic system. If possible I would like to reduce the annual number of tests required to once a year. My most recent test results are enclosed here. By January of 2009 the system will have been in place 2 years. I am the sole resident and would appreciate any reduction you see fit to authorize. If there is any additional information you need,please feel free to contact me at 508-362-1023. I look forward to hearing from you. - Thank you very much. v I� LJ Co Sincerely, r.- t,= cn Ellen Merritt f� tom. - . S 77777 t, mass 46h'u4etts Department of Environmental Protection fiBureau of Resource Protection -Title 5 DEP Approved Inspection and O&M Form for Title 5 VA Treatment and Disposal Systems 10735 A. Installation Important: Ellen Merritt When filling out Owner forms on the computer,use 27 High Street only the tab key Facility Street Asr to move your West Barnstable 02668 cursor-do not City . . Z.€p. . _ use the return key. Mailing address of ovrner, if different P.O. Box 576 street Address/PO Box: West Barnstable MA 02668 City State Zip 508-362-1023 ext. Telephone Number B. Authorized Service Provider Wastewater Treatment Services, Inc. O&M Firm 44 Commercial Street Street Address Raynham MA 02767 City State Zip 508-880-0223 ext. Telephone Number Michael Dillen 11173 Certified Operator Name Certification Number C. Facility/System Information Bio-Microblcs Inc MacroFAST. 5 DEP ID.: "6lanufa ,�r tD tt.' 01/18/2007 Installation Date Start of Operation Approval Type: ®General Q Provisional Q Piloting Q Remedial Seasonal Residence—used less than 6 mo./year: Q Yes ®No D. Operating information 10/21/2008 - Inspection Date Previous Inspection Date 8° Pumping Recommended Q Yes ®No Sludge Level DEPMicroFASTnew.doc-11117/08 Page 1 of 3 t t , Massachusetts Department of Environmental Protection Bureau of Resource-Protection -Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 10735 E. Field Testing Field Inspection. ;. . Color: 0 gray 0 brown 'N clear Q turbid other(sP�ifY) Odor: �ii musty 0 earthy D.moldy Q offensive Q turbid - Effluent Solids: N no Q some pH SU DO mg/L. Turbidity _ NTU ... `6 to g 2 or greater 40 or less Should;_a Remedial or:General Use system fail.the.Field_Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information Samples Taken 0 Influent ®Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: 330 gpd Parameters sampled: N pH N BOD 0 CBOD N TSS Q TN N Other(list below) Other 1 Other 2 Other 3 G. Inspection and Maintenance Description of any maintenance performed since previous inspection and during this inspection Cleaned Filter, , , Checked Splash Recycle, Notes and Comments: DEPMicroFASTnew.doc•11/17/o8 Page 2 of 3 � '. Massachusetts Department of Environmental Protection .Bureau of Resource Protection -Title 5 DEP Approved Inspection and O&M Form for Title 51/A Treatment and Disposal Systems 10735. H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted the required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist,and P . the information reported is.true,accurate,.and complete as of the time of.the inspection. I am a Massachusetts certified operator ire accoroance'with 257 CMR 2.100. Michael Dillen 10/21/2008 Operator Signature Date System owner must submit this report,technology O&M checklist, and any required sampling results to the local board of health and:DEP.as.follows for each inspection performed: Remedial Use by January 31 St:of each yearfor the previous calendar year Piloting:Use-within 45 days of inspection date Provisional Use—by March 31 st of each year for the previous:12 months General Use—by September30t'of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, eh Floor Boston, MA 02108 DEPMicroFASTnew.doc-11/17/08 Page 3 of 3 ' Environmental Chemistry '. °��', �" �� <. Site.Assessment "�" Quality Assurance Services � � � "►�� Wastewater Treatment Sen aces Inc 44 Commercial Street y 1 RaynhaffiMA 0 ^ �<6sF. f COLLECTED BY: M DHI TIME: -0 f927. „ High Stl� ,:f .tom...: %,y_s-3 :.-LOCATION .a. .��`�k C -.v S s r x xa r� ti&Sir. �.-q,>- �� 3��'.��`r�: -c sk `e. ,-•,b� ,� } J � i� �� 3>..S_`S� .�•, ::s v.P� :n £�x. p. f l Test Parameters l d6 iD#: osioal l-ol S 4 5?l OB I Q�"L008 - mg/L. { 4 <4.0 < � A lxt $ m�'I, 0.50 1.79 ---{t a, 6 ,F* 1� ��egg m `L 0.50 6A.211G € a '°� _� 'w'D,e��y mJ�l.. 0.7� <V.LJ g , 1, = .. I0;22f2008 ' S.U. 0-14 7.4 SS°?25410 fi3 1 Qi22/2008 mall, 4 <4.0 _J "--A=Not A'ppl—zah / Ni,D=Not Detected Approved B `' Old <' = Less Than L Mana er / Date '*' = Detection Limit � F NOV Q 4 2008 BY -------------------- Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 r . ...... ....... . ........ ..... . ..... i N C 0 R P 0 R A 3 S 8450 Cole Parkway w Shawnee, KS 66227 w Phone 913-422-0707 a Fax 912-422-0808 10735 e-mail:. onsite(a-biomicrobics.com n www.biomicrobics:corrt 0 800-753:CAST(3278) FIELD INSPECTION & SERIC REPORT For Bio-Microbics :Single of e FASTO System j INSTALLATION AUTHORIZED SERVICE PROVIDER 27 High Street Installation Address: West Barnstable,.MA 02668 Name: Wastewater Treatment Services,Inc. Owner Name: Ellen Merritt Mail Address: Mail Address: 44 Commercial Street P.O.Box 576 Raynham, MA 02767 West Barnstable,MA 02668 City State Zip 568-880-0233 508-880-7232 Phone: 508-362-1023 Fax e-mail Phone Fax ::e-mail. INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pump out MicroFAST.5 28603 01/18/2007 EQUIPMENT YES NO MAINTENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating X Audio Alarm Operating X if resent) Blower(s) Air Inlet Filter Clean X Blower Hood Vents Clear X Excessive Noise X Excessive Vibration X Treatment unit(s) Unusual Odor X Pam out Required: X Prima Settling Zone 8" Aerobic Treatment Zone 6" EFFLUENT o tionil LIMIT RESULT Estimated Daily Flow 330 d. H Standard Units Color Clear Temperature Odor Earth Comments:. r TECHNICIAN SERVICE DATE Michael Di11en 10/21/2008 r -sac usetts Department of Environmen ureatr of.Resource.Protection -Title 5 DEP Approved Inspection and O Treatment and Disposal Systems. . A. instaClation Important: Ellen Merritt . When filling out Offer forms on the 27 High Street computer,use only thetab.Key Facility Street Address to move-your West Barnstable cursor-:do nct _. sashe rearm city Z :. key. Mailing address of owner, if different P.O. Box 576 Street Address/PO Box: West Barnstable MA 02668 City State Zip 508=362-1023 ext Telephone Number B. Authorized Service Provider Wastewater Treatment Services, Inc. O&M Firm 44 Commercial Street Street Address Raynham MA 02767 city State Zip 508-880-0223 ext. Telephone Number Michael Dillen 11173 Certified Operator Name Certification Number ;: C Faciiit /S stem Information. zs�3 i3to-Mt�.lnc '�ctoFAST 5 01/1812007 Installation Date Start of Operation Approval Type: ®General Q Provisional Q Piloting Q Remedial Seasonal Residence—used less than 6 mo./year: Q Yes ®No D. O Operating Information P 9 08/04/2008 Inspection Date Previous Inspection Date 6" Pumping Recommended Q Yes N No Sludge Level �.DEPMicroFASTnew.doc•8/25/08 Page 1 of 3 �assachusetts Department of Environm � tce Bureau of Resource. Protection -Title 5 -' DEP Approved Inspection and for.Title 5 I/A Treatment and Disposal System 10735 E Field`Testing Fetd Inspection or Q gray Q brown G dear Q turbid Q other(specify): Odor: Q musty ®earthy Q moldy Q offensive Q turbid Effluent Solids: Ono Q some H SU DO mg/L:- Turbid..ity P NTU77t - 6.46 0: 2 or greater 40 or less t;ot,ld lrrsedal a�r'C-erats� t {1 I~ tdstin efftuet samples shall be collected } F. �ar� �lr�g frtaa# cn Samples Taken Influent Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: 330 gpd Parameters sampled: ®pH ®BOD Q CBOD ®TSS 0 TN Other list below <: Other 1 .. Other 2. Other 3 G. lnspec#ion and fain#enance Description of any maintenance performed since previous inspection and during this inspection Cleaned Filter, , , Checked Splash Recycle, Notes and Comments: DEPMicroFASTnew.doc•8/25/08 Page 2 of 3 r - chusetts_Department of Environmental Protection Bureau of Resource Protection -Title 5 DEP Approved Inspection and O&M Form for Title 51/A Treatment aid Disposal Systems 10735 H. Certification . I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted the required Feld Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached:technology operation and maintenance checklist, and the information reported. true;-accurate,and complete as of;the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. ` Michael Dillen 08104/2008 Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the::-local board of:health-and-DEP as follows:for each:inspection performed: - - Remedial Use by 3anuary31�of;each'year for'the previous calendar year Piloting Use °M�thin 45 days of inspiecton date Provisional Use—by March 31 of each year for the previous 12 months General Use—by September 30`h of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6th Floor Boston, MA 02108 DEPMicroFASTnew.doc•&25/o8 Page 3 of 3 r on mental,Chemistry Site Assessment Environmental Services Quality Assurance Services Anal Balance Site Sampling Data Auditing G O R F O R A T I O N CERTIFICATE OF ANALYSIS Wastewater Treatment ScesInc. 44 Commercial Street REPORTED: 08/18/2008 RaYnhani, MA 02767 ORDER#: G0807529 COLLECTED BY: ,K Dillen SAMPLE DATE: 8/4/2008 TIME: 10:30 LOCATION: 27 High St W.Barnstable; DATE RECEIVED: 8/5/2008 MA SAMPLE ID:. . _ Meritt Grab(28603) DESCRIPTION: WATER R. RESipLTS OF ANALYSIS � e Test Parameters: BOD LAB-IDSE ' 0807529-01 SM 5210B 08J0012008 mg/L 4 Kjeldahl,Nitrogen EPA 351.2 48115P2008 0 mg/L 0.50 1.05 Nitrate,Nitrogen 4110B SM 4110 B 08/05/2008 mg/L 0.50 € 535 E Nitrite,Nitrogen 4110B SM 41.10 B ' 09/05/2008 g/l, 0.25 <0.25 pH SM4500 H+B 08/05/2008 ! S.U. 0-14 7•2 Solids,Suspended SM 2540 D 08/07/2008 mom'' NA=Not Applicable ND=Not Detected Q//20'<' = Less Than Approved B : a/ Detection Limit VLab Mx46 / Date t------------------- - Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 page 1 of 1 IS 1`H C.0 R P 0 R A T E 0 8450 Cole Parkway w Shawnee,KS 66227 w Phone 913-422-0707 Fax:912-422-0808 10735 e-mail: onsite(Mbiomtcrolx t .cxz ra.v,&vw.biomicrobics.com w 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FASTS System INSTALLATION . . . AUTHORIZED SERVICE PROVIDER . 27 High Street Installation:Address:.: West Barnstable;MA 0.2668 Name: Wastewater Treatment Services Inc. Owner Name: Ellen Merritt Mail Address: Mail Address: 44 Commercial Street P.O.Box 576 Raynham, MA 02767 West Barnstable,MA 02668 City State Zip 508-880-0233 508-880-7232 Phone: 508-362-1023 Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pump out MicroFAST.5 28603 01/18/2007 E UIPMENT . :. YES NO `. ; :MAINTENANCE PERFORMED:ANI3 COIVIMENFS<; Electrical Panel(s) Visual Alarm Operating X Audio Alarm Operating X if resent) Blower(s) Air Inlet Filter Clean X Blower Hood Vents Clear X Excessive Noise X Excessive Vibration Y Treatment unit(s) Unusual Odor X Pum out Required: X Primary Settling Zone 6" Aerobic Treatment Zone 6" T EFFLUEN (optional)` .. LIMIT' RESULT Estimated Daily Flow 330 gpd. H Standard Units) Color Clear Temperature Odor Earth Comments: TECHNICIAN SERVICE DATE Michael Dillen 08/04/2008 BARNSTABLE COUNTY DEPARTMENT OF HEALTH AND ENVIRONMENT k * BARNSTABLE SUPERIOR COURT HOUSE Phone: (508) 375-6613 '-03195 MAIN STREET- P.O. BOX 427 FAX (508) 362-2603 BARNSTABLE, MASSACHUSETTS 02630 TDD (508) 362-5885 November 28;2008 - Ms. Ellen Merritt P.O.Box 576 West Barnstable, MA 02668 Dear Ms. Merritt: Regarding your recent request for reduction in sampling at your MicroFast treatment unit, I submit the following. The Barnstable County Department of Health and Environment tracks the treatment unit performance and service contract requirements for the Town of Barnstable, but has no authority to reduce your sampling requirements. Accordingly, I have returned your packet of results so that you can make the appeal to the Barnstable Board of Health. The correct procedure would be to request of the Barnstable Board of Health for the desired red ction in sampling. I suggest that you write to the director there: lif CV r : rTh as McKean f kn Barnstable Health Department 200�LVYain Street' Hyannis, MA 02601 ii d Agai"ii, there is no guarantee that the Board will allow the reduction in sampling, but your res9fts at least indicate that the system is functioning to remove nitrogen. Please be C-. advi`s'ed that although the Barnstable Board of Health can allow a reduction in monitoring, the maintenance contract requirements can not be reduced. I apologize if there was confusion as to the appropriate route you should have taken to obtain a reduction in monitoring requirements. Our department, which serves all the towns in Barnstable County, is often contused with the Barnstable Board ofHeaith, which has jurisdiction in the Town of Barnstable. If I can further advise you, please do not hesitate to ask. Sincerely, r e eu ld S., c: Th as c can l' Robert M. Fitzgerald, P.E. � ll�qJ 166 Mayflower Terrace South Yarmouth, MA 02664 6 ha:ne: 508 776 7556 Fax: 508 760 30252 iatigeraideayELac verimn.net December 4.2008 QQ § --------- Ms. Ellen.Merritt a PO Box 576 West Barnstable,MA 02668 RE: Operations and Maintenance Contract for Title 5 VA Treah rent Unit NVest Barnstable,Ak Dear Ms. Merritt_ The following outlines the proposed Operation.and.Maintenance ser0ces for your single family F..4.S.T treatment unit in West Barnstable,NIA. Scope of Services ® The treatment system shall be operated by a Certified Waste-water Plait Operator i.n accordance with.the requirernen.ts of 257 CNIR 2.00 and the Board of Certification of Operators of WasteNvater Treatment Plants and the Massachusetts DepaThm. nt of Environmental Protection. Maintenance Frequency Quarterly visits to perform:standard maintenance per manufacturer specifications. Effluent sampling for: pH,BOD,TSS and Total Nitrogen. Cost of Services $75 per Visit plus laboratory analysis estimated at$125.00 per sample. f T Services beyond those noted,including responding to alarms will be invoiced at$75.00 per hour. Laboratory fees Neill be invoiced as a reirribursable expense in accordance N nth the attached Standard Conditions for,Engagement. This contract for Operation and Maintenance services shall be valid for a period of bwo years following Client auth.ori.zation. If the above is acceptable,please sign anal return. one copy of this contract. Thank you for the opportunity to provide these services. Vey Tp1v `Yours, Authorized by Client: Robert 1_'Ji. Fitzgerald; P.E. By: ��.C� date: J 2 Message Page 1 of 1 Crocker, Sharon From: Sue Rask [srask@cape.com] Sent: Wednesday, January 14, 2009 11:12 AM To: Crocker, Sharon Subject: RE: Microfast test contract-27 High Street , West Barnstable Hi Sharon, Thanks for sending this, we appreciate it. Thanks too for your New Years wishes, I think we're all hoping for a bright year ahead. From: Crocker, Sharon [mai Ito:sharon.crocker@town.barnstable.ma.us] Sent: Wednesday, January 14, 2009 10:54 AM To: SRask@cape.com Subject: FW: Microfast test contract- 27 High Street, West Barnstable Attached is the two page monitoring agreement the owner Ellen Merritt signed in Dec 2008 for property at 27 High St. W.B. She was unhappy with the price of Waste Water Monitoring. Please update the records. Thank you. And, Happy New Year, Sue. May it be a bright year ahead. -Sharon -----Original Message----- From: Ellen Merritt [mailto:ec.merritt@comcast.net] Sent: Wednesday, January 14, 2009 9:57 AM To: Crocker, Sharon Subject: Microfast test contract Hi Sharon, Thank you for your help this morning. Attached is a copy of my aggreement with Robert Fitzgerald for the maintenance and testing of my MicroFAST system. I spoke with him this morning and he tells me he intends to take a sample this week. So January 09 test results should be available in February. I had to leave a message with the County Health Dept. and have yet to hear back from them regarding copies of the test results. I will see that copies are sent to your office asap. Again, many thanks. Ellen Merritt .1/14/2009 Page 1 of 1 Crocker, Sharon From: Ellen Merritt[ec.merritt@comcast.netj Sent: Wednesday, January 14, 2009 9:57 AM To: Crocker, Sharon Subject: Microfast test contract Hi Sharon, .27 Thank you for your help this morning. Attached is a copy of my aggreement with Robert Fitzgerald for the maintenance and testing of my MicroFAST system. I spoke with him this morning and he tells me he intends to take a sample this week. So January 09 test results should be available in February. I had to leave a message with the County Health Dept. and have yet to hear back from them regarding copies of the test results. I will see that copies are sent to your office asap. Again, many thanks. Ellen Merritt 1/14/2009 939 main street rt 6a fax(508)3624 yarmouth port fx(508)362-988 0 88 mass 02675 down cape en'gineeiift structural design civil engineers &land surveyors Arne H.Ojala P.E.,P.L.S. November 22, 2006 Daniel A.Ojala,P.E.,P.L.S. Timothy H.Covell,P.L.S. land court Barnstable Board of Health surveys 200 Main Street Hyannis, MA 02601 site planning Re- revised plans for 27 High Street, West Barnstable Sewage system Dear Board Members: designs Enclosed are revised plans for the above-referenced site. The Board, at their hearing of April 18, 2006 had granted the variances subject to the addition of an Inspections alternative/innovative system to this system upgrade. The wastewater effluent shall be tested quarterly during the first year of operation and permits annually thereafter for pH,BOD5, TSS, and TN. It is understood that a 3 bedroom deed restriction shall be recorded at the Registry of Deeds prior to the issuance of the disposal works permit. Q- Very truly yours, Sarah B. Ojala Down Cape Engineering, Inc. _4 ;j v > G7 . cn r— Z M w Town of Barnstable mum,s�,+Cet& KAM Board of Health .�a 200 Main Street,Hyannis MA 02601 Office.: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul Canniff,D.M.D. May 6, 2006 Ms. Sarah Ojala Downcape Engineering, Inc. 939 Main Street Route 6A Yarmouthport, MA 02675 RE`��Uarianc�es Grart�etl/ I�iA�Syst'e � a�f�2}7r,,H,�rgh�,S�tree#�� e�tB�ast bye . Dear Ms. Ojala, You are granted variances, on behalf of your clients, Frederick and Barbara Cusick, to construct a replacement onsite sewage disposal system at 27 High Street, West Barnstable, Massachusetts. l The following variances are granted: 310 CMR 15.211: The soil absorption system will be located five (5)feet away from the property line, in lieu of the minimum ten (10) feet separation distance required. 310 CMR 15.211: The soil absorption system will be located seven (7) feet away from the foundation wall in lieu of the minimum twenty (20) feet separation distance required. Section 360-1 The soil absorption system will be located 52 feet away from a wetland in lieu of the minimum 100 feet separation distance required. Section 360-1 The septic tank will be located 57 feet away from a wetland in lieu of the minimum 100 feet separation distance required. Section 397-2: The soil absorption system will be located 100 feet away from an p Y Y onsite private drinking water well, in lieu of the 150 feet minimum separation distance required. 0jalaCusick2006 Section 397-2: The septic tank will be located 92 feet away from an onsite private drinking water well, in lieu of the 100 feet minimum separation distance required. These variances are granted with the following conditions: (1) The engineering plan shall be revised to incorporate innovative/alternative nitrogen reduction technology as part of the new replacement septic system. (2) No more than three (3) bedrooms maximum are, authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The wastewater effluent shall be tested quarterly for pH, BOD5, TSS and TN during the first year of operation and annually thereafter (5) The System shall not exceed 19 milligrams per liter total nitrogen (TN) concentration measured as the total TKN (total Kjeldhal Nitrogen), NO3-N (Nitrate nitrogen) and NO2-N (Nitrite nitrogen). (6) Throughout its life, the System shall be under an operation and maintenance (0&M) agreement. The System owner shall be responsible for maintaining a contract with the Company or the Company's approved operation and maintenance contractor. Prior to obtaining a disposal works construction permit, the applicant shall submit an operation and maintenance contract to the Board of Health. (7) The septic system shall be installed in substantial conformance with the revised plans which will incorporate I/A technology. (8) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. These variances are granted because the proposed plan appears to meet the OjalaCusi&2006 i maximum feasible compliance standards contained within the State Environmental Code, Title 5. Sincer yours, Way qller, M.D. Chairman OjalaCusi&2006 ' L r DATE: 3 (/ ` FEE: • BARNSTABLF. MABS. T� 039. � REC. BY _ Town of BarnstableHE J CD. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Properry Address: Z"7 H 1 cT t.F `=j G`7 T g A-r2h1 5(-Acs uc-; Assessor's Map and Parcel Number. 3 3 f 3 ! Size of Lot: 3 a , 160 SF Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: F%2-Gro CA S t c.jr— Phone Did the owner of the property authorize you to represent him or her? Yes ?, No PROPERTY OWNER'S NAME CONTACT PERSON Name:: -F �o.2CiaCLa CASce-� Name: L`o S A/Z.A-A Address: P�&L- a Address: c(s C.4-e-� L. Phone.: Phone: 50 . 3 G Z - -0-1-4-5-- VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more Sce needed S E f 5 x NATURE OF WORK: House Addition ❑CE000 House Renovation ❑ Repair of Failed Septic System Clreck/ist(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\Owner\Local Settings\Temporary Internet Files\Content.IE5\2L7QK3KS\VARIREQ.DOC � rS WC1 - c l - Variances requested under Maximum Feasible Compliance 15.405: la- reduction in setback, SAS to lot line (10' to 5') lb: reduction in setback, SAS to foundation (20' to T) Variances requested under Barnstable Board of Health Regulations: Art I:'Section 360-1: Septic tank to be 57' from edge of wetland (43' variance); SAS to be 52' from edge of wetland (48' variance) Art II: Section 397-2:. Installation of well on<40,000 sf lot; < 100' to septic tank(8' variance); < 150' to SAS (50' variance) 15.202(2): second test hole not performed due to site constrictions tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. land court March 22, 2006 Timothy H.Covell,P.L.S. surveys Barnstable Board of Health site planning 200 Main Street Hyannis, MA 02601 sewage system designs Re: 27 High Street, West Barnstable inspections Dear Board Members: permits The enclosed represents a variance filing for a septic upgrade from an existing older Title 5 septic system. The system is currently in failure. The following variances are requested: Variances requested under Maximum Feasible Compliance 15.405: la: reduction in setback, SAS to lot line (10' to 5') lb: reduction in setback, SAS to foundation (20' to 7') Variances requested under Barnstable Board of Health Regulations: Art I: Section 360-1: Septic tank to be 57' from edge of wetland(43' variance); SAS to be 52' from edge of wetland (48' variance) Art 11: Section 397-2: Installation of well on<40,000 sf lot, < 100' to.septic tank(8' variance); < 150' to SAS (50' variance) 15.202(2): second test hole not performed due to site constrictions Due to extreme site constrictions (presence of wetlands and the fact it is a well area) variances are necessary for this 3 bedroom septic system. The leaching facility is placed in the most feasible area on the lot, taking into account the necessity of proposing a new well in order to meet a minumum of 100' separation. The leaching facility is 5' above adjusted groundwater,which according the the DeFeo &Waite study on Title 5 is a more important factor for treating effluent than maintaining required horizontal setbacks to resource areas. A liner is proposed at the limit of removal where the leaching facility is within 20' of the foundation. We feel that by granting these variances, the same degree of environmental • protection can be attained without the need for strict adherence to the Title 5 and Town of Barnstable Regulations. Thank you for your consideration. Very truly yours, Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: Sarah Cusick t ► t/ 3 \�tj V t� 131 t v Co3i du all 1�2 tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape enggineerill civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. ` land court Timothy H.Covell, P.L.S. surveys March 22, 2006 Frederick& Barbara Cusick site planning c/o Sarah Cusick 95 Coach Lane sewage system Barnstable, NLA 02630 designs Dear Mr. and Mrs. Cusick: inspections A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from Title 5 Regulations under CMR 15.000 and Town of permits Barnstable Regulations for the subsurface disposal of sewage for the proposed septic system at 27 High Street, West Barnstable. The variances requested are as follows: Variances requested under Maximum Feasible Compliance 15.405: la- reduction in setback, SAS to lot line (10' to 5') lb: reduction in setback, SAS to foundation (20' to 7') Variances requested under Barnstable Board of Health Regulations: Art I: Section 360-1: Septic tank to be 57' from edge of wetland(43' variance); SAS to be 52' from edge of wetland (48' variance) Art 11: Section 397-2: Installation of well on< 40,000 sf lot; < 100' to septic tank(8' variance); < 150' to SAS (50' variance) 15.202(2): second test hole not performed due to site constrictions Said hearing will be held in the Hearing Room, South Street. Hyannis, April 18 2006, at 3:00 pm. Please check with the Health Department to confirm date and time. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health barnboh • �o � Q l........... C -/ .+. i, TOWN 0 "BARN3TAB ..I. A�ESSII€ ILI 'A A ��\l9 t �� 1 +I► M.edr oft" 60 57 i:Oo AG © f 14,IY•0 t� Job M0 A6 f i e + �•4 59 i i i '� y i 05 opti oo`>o iot►� • © 200,)PJ D i 1.4q.� O J n 0 in p0 1. +j C 1�"t10 4c 3T L� A C 14 ol 11,400, 4 / s.49 uc 1J C.ti cs ® .4 L 131 Ij / I -V �7 a> Y y e o� .r •95,E d• �! �' "' _ 41 40 �i wE T p m A 4 P. I.00 u +0 1.57 AC TOTAL m I.00 u 69 it wir i �'a V Laves 6e !2p 1.31 rornL (3 Z-t?�(d Z 1 02 �S 3 -TJ ���+ 45 March 27, 2006 To whom it may concern: I authorize DownCape Engineering to represent me at the Board of Health and at any other meetings required for the septic system at my house at 27 High Street in West Barnstable. Sincerel Fred Cusick 27 High Street West Barnstable, MA 02668 508-362-2970 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sign item 4 if Restricted Delivery is desired. X ❑Agent, ■ Print your name and address on the-reverse A ddressee so that we can return the card to you. g, ceived by(Pruned e) C. Date of Deli ery ■ Attach this card.to the back of the mailpiece, /� ,`��U or on the front if space permits. D. Is delivery address.different from item 1? ❑Yes 1: Article Addressed to: If YES,enter delivery address below: ❑No - r A faff I � �0 M 3. Service Type 0-Edified Mail ❑.Express Mail I (�/ ❑Registered. ❑Return Receipt for Merchandise ❑Insured Mail. ❑C.O.D. JJ 4. Restricted Delivery?(Extra Fee) ❑Yes' 2.,Article Number 'A z .l7Od3 2.260 1`'02d4115872 1779 11.1 I (Transfer from seMce PS Form 3811,February 2004 Domestic Return Receipt C".0,G 102595-02-M-1540 UNITED STATES POSTAL S v6iw. ostage& USPS y..�''i .F i' ilNYlwb.. do e .,i-�W �*:: :�x�...�h•. � � , . fit'•• -10 • Sender: Please print your name, address, and ZIP+4 in this box • i i Dw Cape Ine En erin , Inc. i 939 Main St. Suite C - �armouth Port, MA �0267 i i i «3h4 lilt ff+IifIfIIIIIof1:liltl1111dtt,11.1, lil l�i lJ,ri,III I II i SECTIONCOMPLETE THIS SENDER: COMPLETE THIS SECTION . ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery Is desired. Z2 ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. g, ived by(Printed N e) a of D ve ■•Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address di ferent from item 1? ❑Yes 1.. Article Addressed to: If YES,enter delivery address below. ❑No _ I P 3: Sere' .Type Certified Mall ❑Express Mail ❑Registered ❑Return Receipt for Merchandise Q 6 ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number L 7 p p 3 ; 2 2 6,Q; .DA 4 s 5 8 7 2 17 8 6 s (Tiansfei from service lab .4, e f PS Form 3811,February 2004 Domestic Return Receipt 1.t�O( 102595-02-M.1540 I UNITED STATEtS-.gp�+( 1.s^.�"C N;' Sender: Please print your name, address, and ZIP+4 in this box ' .Down Cape Engineering, Inc. 939 Main St. — Suite C i MOUth Port, MA 02675 A i I I _ I COMPLETE • to Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X A en t ■ Print your name and address on the reverse � � ❑Addressee so that we can return the card to you. B. Received, (Printed Name) C. Date Deliv ■ Attach this card to the back of the mailpiece, or on the front if space permits. 0 a� 6-^ 3 G1� D. Is del ry address differenYfrom Rem 11 Yes 1: Article Addressed to; If YES,enter delivery address below: ❑No c , Iles _ jee,� JtAy 3. Serv' ype r �(� Certified Mail ❑Express Mail AC��M ❑Registered, ❑Return Receipt for Merchandise :A°`'. �� - ❑Insured Mail ❑C.O.D. u�'° f - ittes # IivP ( ra ❑Yes 2. 'i ►slu e Q PS Form 381 ruary 2004 Domestic Return Receipt 102595-02-M-1540 --- - Ct UNITED STATES POSTAL SERVICE' First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Down Cape Engineering, Inc. �9r39 Main St. —Suite C aMouth Port, MA 02675 I . DELIVERY SECTIONOMPLETE THIS ■ Complete items 1,2,and 3.Also complete A. Signat re item 4 if Restricted-Delivery is desired. [3Agent X ■ Print your name and address on the reverse ❑Addre see so that we can return the card to you. B. Rec ivied ( ed N me C. D e of i ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different fiitem 1? ❑ t. Article Addressed to: If YES,enter delivery address below: ❑No ' I t / 3. SS Type C13 Certified Mail [3Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4: Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (rransfer from servicelat QpQ4 5872 ;1762 I `.PS Form 3811,.February 2004 Domestic Return Receipt Cu,p,G 102595-02-M-15401 UNITED STATE P L fit.! E b y�es�`'4�4d • Sender: Please print your name, address, and ZIP+4 in this box • Down Cape Engineering, Inc. 939 Main St. --Suite C j y armoUth Port, MA 0267.5 ! ABUTTERS LIST FOR MAP 133 PARCEL 31 MAP 133 PARCEL 17 Steven Et Nancy Cantella c/o Nancy Cantella 28 Deer Jump Hill Road West Barnstable, MA 02668 MAP 133 PARCEL 30 Kenneth Et Anita LeDoux 11 Carlson Lane West Barnstable, MA 02668 MAP 133 PARCEL 28-2 John Et Patricia Ross Box 452 West Barnstable, MA 02668 MAP 133 PARCEL 28-3 Mark Et Linda Begley 20 High Street West Barnstable, MA 02668 Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul Canniff,D.M.D. May 6, 2006 Ms. Sarah Ojala Downcape Engineering, Inc. 939 Main Street Route 6A Yarmouthport, MA 02675 R<E �%a [a asG aned�l �SiS�i af27 �ftrefi _ a`�stabe Dear Ms. Ojala, You are granted variances, on behalf of your clients, Frederick and Barbara Cusick, to construct a replacement onsite sewage disposal system at 27 High Street, West Barnstable, Massachusetts. The following variances are granted: 310 CMR 15.211: The soil absorption system will be located five (5) feet away from the property line, in lieu of the minimum ten (10) feet separation distance required. 310 CMR 15.211: The soil absorption system will be located seven (7) feet away from the foundation wall in lieu of the minimum twenty (20) feet separation distance required. Section 360-1 The soil absorption system will be located 52 feet away from a wetland in lieu of the minimum 100 feet separation distance required. Section 360-1 The septic tank will be located 57 feet away from a wetland in lieu of the minimum 100 feet separation distance required. Section 397-2: The soil absorption system will be located 100 feet away from an onsite private drinking water well, in lieu of the 150 feet minimum separation distance required. Oj alaCusick2006 Section 397-2: The septic tank will be located 92 feet away from an onsite private drinking water well, in lieu of the 100 feet minimum separation distance required. These variances are granted with the following conditions: (1) The engineering plan shall be revised to incorporate innovative/alternative nitrogen reduction technology as part of the new replacement septic system. (2) No more than three (3) bedrooms maximum are, authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The wastewater effluent shall be tested quarterly for pH, BOD5, TSS and TN during the first year of operation and annually thereafter (5) The System shall not exceed 19 milligrams per liter total nitrogen (TN) concentration measured as the total TKN (total Kjeldhal Nitrogen), NO3-N (Mtrate nitrogen) and NO2-N (Nitrite nitrogen). (6) Throughout its life, the System shall be under an operation and maintenance (O&M) agreement. The System owner shall be responsible for maintaining a contract with the Company or the Company's approved operation and maintenance contractor. Prior to obtaining a disposal works construction permit, the applicant shall submit an operation and maintenance contract to the Board of Health. (7) The septic system shall be installed in substantial conformance with the revised plans which will incorporate I/A technology. (8) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. These variances are granted because the,proposed plan appears to meet the OjalaCusi&2006 i maximum feasible compliance standards contained within the State Environmental Code, Title 5. Sincer yours, Way 8 qller, M.D. Chairman I OjalaCusi&2006 Town of Barnstable ,@ Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul Canniff,D.M.D. May 6, 2006 Ms. Sarah Ojala Downcape Engineering, Inc. 939 Main Street Route 6A Yarmouthport, MA 02675 Dear Ms. Ojala, You are granted variances, on behalf of your clients, Frederick and Barbara Cusick, to construct a replacement onsite sewage disposal system at 27 High Street, West Barnstable, Massachusetts. The following variances are granted: 310 CMR 15.211: The soil absorption system will be located five (5) feet away from the property line, in lieu of the minimum ten (10) feet separation distance required. 310 CMR 15.211: The soil absorption system will be located seven (7) feet away from the foundation wall in lieu of the minimum twenty (20) feet separation distance required. Section 360-1 The soil absorption system will be located 52 feet away from a wetland in lieu of the minimum 100 feet separation distance required. Section 360-1 The septic tank will be located 57 feet away from a wetland in lieu of the minimum 100 feet separation distance required. Section 397-2: The soil absorption system will be located 100 feet away from an onsite private drinking water well, in lieu of the 150 feet minimum separation distance required. OjalaCusick2006 4 ` Section 397-2: The septic tank will be located 92 feet away from an onsite private drinking water well, in lieu of the 100 feet minimum separation distance required. These variances are granted with the following conditions: (1) The engineering plan shall be revised to incorporate innovative/alternative nitrogen reduction technology as part of the new replacement septic system. (2) No more than three (3) bedrooms maximum are. authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The wastewater effluent shall be tested quarterly for pH, BOD5, TSS and TN during the first year of operation and annually thereafter (5) The System shall not exceed 19 milligrams per liter total nitrogen (TN) concentration measured as the total TKN (total Kjeldhal Nitrogen), NO3-N (Nitrate nitrogen) and NO2-N (Nitrite nitrogen). (6) Throughout its life, the System shall be under an operation and maintenance (0&M) agreement. The System owner shall be responsible for maintaining a contract with the Company or the Company's approved operation and maintenance contractor. Prior to obtaining a disposal works construction permit, the applicant shall submit an operation and maintenance contract to the Board of Health. (7) The septic system shall be installed in substantial conformance with the revised plans which will incorporate I/A technology. (8) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. These variances are granted because the,proposed plan appears to meet the OjalaCusi&2006 maximum feasible compliance standards contained within the State Environmental Code, Title 5. Sincer yours, Wayrfe qller, M.D. Chairman OjalaCusi&2006 4�"1flE� Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul Canniff,D.M.D. May 6, 2006 Ms. Sarah Ojala Downcape Engineering, Inc. 939 Main Street Route 6A Yarmouthport, MA 02675 vr� arm -e; a z 1 k'3 � c A 34Ya �anvfed`/I/A��rst��� at��27M���f� �:#�eet.. �t��.3a�r�t��b�� �� � Dear Ms. Ojala, You are granted variances, on behalf of your clients, Frederick and Barbara Cusick, to construct a replacement onsite sewage disposal system at 27 High Street, West Barnstable, Massachusetts. The following variances are granted: 310 GMR 15.211: The soil absorption system will be located five (5)feet away from the property line, in lieu of the minimum ten (10) feet separation distance required. 310 CMR 15.211: The soil absorption system will be located seven (7) feet away from the foundation wall in lieu of the minimum twenty (20) feet separation distance required. Section 360-1 The soil absorption system will be located 52 feet away from a wetland in lieu of the minimum 100 feet separation distance required. Section 360-1 The septic tank will be located 57 feet away from a wetland in lieu of the minimum 100 feet separation distance required. Section 397-2: The soil absorption system will. be located 100 feet away from an onsite private drinking water well, in lieu of the 150 feet minimum separation distance required. 0jalaCusick2006 n cr' Section 397-2: The septic tank will be located 92 feet away from an onsite private drinking water well, in lieu of the 100 feet minimum separation distance required. These variances are granted with the following conditions: (1) The engineering plan shall be revised to incorporate innovative/alternative nitrogen reduction technology as part of the new replacement septic system. (2) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The wastewater effluent shall be tested quarterly for pH, BOD5, TSS and TN during the first year of operation and annually thereafter (5) The System shall not exceed 19 milligrams per liter total nitrogen (TN) concentration measured as the total TKN (total Kjeldhal Nitrogen), NO3-N (Nitrate nitrogen) and NO2-N (Nitrite nitrogen). (6) Throughout its life, the System shall be under an operation and maintenance (O&M) agreement. The System owner shall be responsible for maintaining a contract with the Company or the Company's approved operation and maintenance contractor. Prior to obtaining a disposal works construction permit, the applicant shall submit an operation and maintenance contract to the Board of Health. (7) The septic system shall be installed in substantial conformance with the revised plans which will incorporate I/A technology. (8) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. These variances are granted because the,proposed plan appears to meet the OjalaCusi&2006 f maximum feasible compliance standards contained within the State Environmental Code, Title 5. Sincer yours, Way& 41ler, M.D. Chairman OjalaCusick2006 4�'1ttQ rgry Town of Barnstable Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul Canniff,D.M.D. May 6, 2006 Ms. Sarah Ojala Downcape Engineering, Inc. 939 Main Street Route 6A Yarmouthport, MA 02675 '�XgWEE2 ",�`zz"'" n ;. °ta�£fiY,a$�, sirs arrasGanfedA�Sst�m� t � �� ifi�S#r�et gst �arrstab�e § . Dear Ms. Ojala, You are granted variances, on behalf of your clients, Frederick and Barbara Cusick, to construct a replacement onsite sewage disposal system at 27 High Street, West Barnstable, Massachusetts. The following variances are granted: 310 CMR 15.211: The soil absorption system will be located five (5) feet away from the property line, in lieu of the minimum ten (10) feet separation distance required. 310 CMR 15.211: The soil absorption system will be located seven (7) feet away from the foundation wall in lieu of the minimum twenty (20) feet separation distance required. Section 360-1 The soil absorption system will be located 52 feet away from a wetland in lieu of the minimum 100 feet separation distance required. Section 360-1 The septic tank will be located 57 feet away from a wetland in lieu of the minimum 100 feet separation distance required. Section 397-2: The soil absorption system will be located 100 feet away from an onsite private drinking water well, in lieu of the 150 feet minimum separation distance required. OjalaCusick2006 Section 397-2: The septic tank will be located 92 feet away from an onsite private drinking water well, in lieu of the 100 feet minimum separation distance required. These variances are granted with the following conditions: (1) The engineering plan shall be revised to incorporate innovative/alternative nitrogen reduction technology as part of the new replacement septic system. (2) No more than three (3) bedrooms maximum are, authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The wastewater effluent shall be tested quarterly for pH, BOD5, TSS and TN during the first year of operation and annually thereafter (5) The System shall not exceed 19 milligrams per liter total nitrogen (TN) concentration measured as the total TKN (total Kjeldhal Nitrogen), NO3-N (Nitrate nitrogen) and NO2-N (Nitrite nitrogen). (6) Throughout its life, the System shall be under an operation and maintenance (O&M) agreement. The System owner shall be responsible for maintaining a contract with the Company or the Company's approved operation and maintenance contractor. Prior to obtaining a disposal works construction permit, the applicant shall submit an operation and maintenance contract to the Board of Health. (7) The septic system shall be installed in substantial conformance with the revised plans which will incorporate I/A technology. (8) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. These variances are granted because the,proposed plan appears to meet the OjalaCusi&2006 maximum feasible compliance standards contained within the State Environmental Code, Title 5. Sincer yours, Wayrk 41ler, M.D. Chairman OjalaCusi&2006 aooIJ puZ �o N O v SJID�S U1 wooapaq Z'Zc �_J7 o l yoaod N iq Dq uayo;!� -A Salo;s •uaa . aq uaa 6uinil, o) buiuip t c� v I D DOWN CAPE ENGINEERING, INC. D\ 11 1 a D\ 939 Main Street (Route 6A) n �f YARMOUTH PORT, MASSACHUSETTS 02675 (508)362-4541 Fax(508)362-9880 (J��"`'' l � ATE TO U� SUBJECT _�G✓-�� �c................. flo n_ .........` ............ -� z.- sr ................................. .................�.�ti...................... ..!. ,_.._.................................................. ...................................................._�- s..F-........... ►�-...... _(.�................... 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"1'L,1............ ..................................... ....................._ .- .._�^�.....�..,....._.......... ..........................01..... ......................._a^-......................� �-•.. . ...................�`..� ..-..........................................................................._....---................................................................ ..................................................................................................................................................................................................................................................................................................................................................................................................................................................... .......................................................................... ..................................................................................... ....... .- 1" ��- - ..............�_ -.................... .. ........................................ .._.... ........ w6L- 4 i6l 6 3 = P , SIGNED PLEASE R� Y � NO REPLY NECESSARY tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down ca►.Pe, engineering structural design civil engineers &land surveyors November 22, 2006 Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala,P.E.,P.L.S. land court Barnstable Board of Health Timothy H.Covell,P.L.S. surveys 200 Main.Street Hyannis, MIA 02601 site planning Re: revised plans for 27 High Street, West Barnstable Sewage System Dear Board Members: designs Enclosed are revised plans for the above-referenced site. The Board, at their hearing of April 18, 2006 had granted the variances subject to the addition of an Inspections alternative/innovative system to this system upgrade. The wastewater effluent shall be tested quarterly during the first year of operation and permits The thereafter for pH, BOD5, TSS, and TN. It is understood that a 3 bedroom deed restriction shall be recorded at the Registry of Deeds prior to the issuance of the disposal works permit. Q Very truly yours, Sarah B. Ojala 1 Down Cape Engineering, Inc. efl) fIi Aft 19, No. - - ---- Fee i -- - ------ - BOARD OF HEALTH TOWN OF BARNSTABLE ApplicationArVell CongtructionA9ermit Application is hereby made for a pe t to n (� ), Alter ( ), or Repair ( )an individual Well at: Location - AddIfs Assessors Map and Parcel Owner Address Installer - Dri r Address Type of Building Dwelling ------ -- ------— Other - Type of Building—=-- ----___._____ No. of Persons--_----___----- _...... Type of Well A _c c gy>J PAL. Capacity �b i G�f Imo_ - - --- _.._--------------- — Purpose of Well-..—� ______—___--__ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signe - a�----- a ��� ------- — - J��...�JJ - Application Approved By to —___ __ ___ �' � ate Application Disapproved for the following reasons:01 date Permit No. — Issued----1_-- 1_ _—_-- da BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f Compliance THIS IS TO CERTIFY, That the IInd�ividual Well Constructed (X), Altered ( ), or Repaired ( CD Installer -- _- i s at has been installed in accordance with the provisions of the Town of Barnstable B-ar of He th Pri 'Well Proection Regulation as described in the application for Well Construction Permit THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE T T THEVELL� SYSTEM WILL FUNCTION SATISFACTORY. r CO DATE - - Inspector---- —--- - - ---- _ - ----- ee N BOARD OF HEALTH TOWN OF BARNSTABLE Z(pp[irationj1orVr11 Congtruch"bu' Vermit C Application s hereby made for a permi to Co st-uct ( X, Alter ( ), or Repair ( )an individual Well at: ------ Location — Addresi Assessors Map and Parcel Gk---- C F�_-- — — --- -------- --—— --— — — — — —----- ---------- Owner Address Installer — l5n Ns Address Type of Building Dwelling------------------------------------------- Other - Type of Building--=-------- -------_ No. of -� v Type of Well _ f\�y D—w�== ----- /b Capacity-- - - - - --—-- Purpose of Well---- =b_ ---------_--_-- - Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Bamstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to " F place-the well in operation until a Certificate .of Compliance has been issued by the Board of Health. w..;:...F. �Signed -- ���.� i'.-�--- ,� 1---- - . . G 1 Application Approved By — B __—_____=� - ---- v f 'w _____i�rx date Application Disapproved for the following reasons:— ------ ------ __ • date Permit No. _ __ -__ Issued------ ---- --f__---- -- --------------- date BOARD OF HEALTH TOWN OF BARNSTABLE F C ertif irate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( )Q, Altered ( ), or Repaired ( ) ------ J Installer i ry at 2-1 S cep' has been installed in accordance with'the provisions of the Town of Barnstable Bo rd of Health Privat-Well Protection �-'�"'' Regulation as described in the application for Well Construction Permit No. -----,----- "1 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. -- r— DATE-----___—_ —_____ —_—_ Inspector------------ BOARD OF HEALTH TOWN OF BARNSTABLE . ,.,' ' ell C05truct ion Permit o f $/�s N o. -;; Fee------------ Permission is hereby granted to Construct (X), Alter ( ), or Re air ( ) an Individual Well at- No. --______ Z — Street as shown onj t�a application for a Wefi Construction Permit �- U� / .-- No.-__t!-�____� —vim ------------ Dated- ----f---- ^— ----- fv-----L ---------------- -- - --� -------------- DATE— /(� /v Board ,of Health Massachusetts Department-of Conservation an-Aecreation Office of Water Resources 148429 TYPE OR PRINT ONLY Well Completion Report 1,WELL LOCATION GPS (Required) North � 0 ° IL.� � � West �/�� �� � `� Address at Well Location: �-� Property Owner/Client: C•R;0.V\ 1.LZt C-L Subdivision Name:" Mailing Address: �`�� y-V -.City/Town: v• CY� 'tk�t5 - CitylTown: Assessors Map 33 Assessors Lot#; , NOTE` Assessors Map and Lot#.mandatory 'rf no f eet,add s available Board of Health permit obtained: Yes Date;lssed'p C Not Required EL Permit Number 2C,�k454 Z 2.WORK PERFORMED 3.WELL TYPE 4. DRILLING METHOD S.CASING r Overburden Bedrock From(ft) :To (ft) Typ3V Thickness Diameter 5.WELL LOG OVERBURDEN W Extra Water Loss or Drop in .`� �.,�;❑El Bearing Addition Drill Fast or ', Zone of Fluid Stem Slow 7. SCREEN'.. From (ft) To (ft) Code Color Comment Drill Rate From(ft)`To°(ft) Type Slot Size Diameter a "S SICL Y / N Y / N F /IS ��. �.(�. � Y / N Y / N F / S �3���Yd- �®©' � .. : O i l �4 �- El Q El 2-c vcs Y / N Y / N F / S -= .S C Y /.N Y'/-N F / S ; 8. ANNULAR'SEAL/FILTER PACK/ABANDONMENT MTL Y / 'N Y / N F /;S From{ft) To (ft) Material Description Purpose. GCS Y / N Y / N F / S_' e ❑❑ �. ❑❑ _. Y I N Y / N Fy, - � ❑❑ ❑❑ Y / N •.Y / NJ F, ❑❑ ❑❑ Y / N Y /�NLF %5v ❑❑ ❑❑ WELL LOG BEDROCKExtla >. 9. SITE:SKETCH , Water. Drop in Extra' sible loss or #of - Fast or, LITHOLOGY Bearing Drill Large Rust Addition Fractures Slow From(ft) To (ft) Code Comment Zone Stem Chips,Drill Rate Staining of Fluid pet foot Y / fdY�/;N Fy/ S Y % N Y / N Y / N'Y,i,N'-F / S Y / N YIN Y,INY`hN F1S Y / N Y / N ,Y " NY'/ N F / S Y / N Y / N YIJN`-Y;/ N F / S Y / N Y / N � Y / IVY / N F / S YIN Y / N Y % NY / N F / S Y / N Y / N ; j1- Yf/= N Y / NEF / S Y•/ ;N Yv/ N a Y I N Y I N F / S Y / N Y / N /`# \ Y / NY / N F / S Y / N Y / N 10.WELL TEST DATA(ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) 11.STATIC WATER LE1/EIS{ALUWLIS) Yield Time Pumped Pumping Level Time to Recover ' Recovery - 1 [ VA,I,oyn Date Method (GPM) min) (R. BGS) (hrs 8 min) (R.BGS) Date Measured Ground 9urface'(ft) 0-0 C. 12. PERMANENTPUMP(IF AVAILABLE) 13.ADDITIONAL WELENEORMATION�� Pump Description. m © Horsepower -t�� Developed W/ :N Fractti re'Enhandemedi Y Pump.Intake Depth (ft) Nominal Pump Capacity �� Wpm) Disinfected N . Surface Seal Tyke ®® 14. COMMENTS Total Well Depth !y Depth to Bedrock 15.WELL DRILLER'S STATEMENT IThis well was drilled,altered,and/or abandoned under my supervision, according to applicable rules and regulations,and this r port is complete and correct to the best of my knowledge. Driller. 1 ` t Supervising Driller Signature: - f Registration #: �1 Firm: h`'1�1��`� (�i�! i�IkL Date Complete' Rig Permit#: I I �j t1 NOTE: Well Completion Reports must.be filed by the registered well driller within-30 days:of well.completion. BOARD OF HEAiL COPY f; ; Well Completion Report Codes Section 2' "" Section 3 Section 4 Work - Well Drilling Work Performed Type Method Performed Code Well Type Code Drilling Method Code Decommission DC Cathodic Protection CTPR Air Hammer- AH Deepen DP Domestic . DMST Air Rotary AR Hydrofracture HF Geoconstruction GCON Auger AG New Well NW Geothermal Closed Loop GTCL Cable Tool CT Repair RR Geothermal Open Loop GTOL Casing Advancement CA Replacement RE Industrial INDS Core CR Injection 1NJC Direct Push DP Irrigation IRRG Drive and Wash DW - Monitoring ► MONT Dug _e DG Public Water Supply PBWS Mud Rotary MR Recovery RCVR Reverse Rotary RR 'Test Wells TSTW Sonic SN Section 5 Section 6 Overburden Casing Lithology Overburden Overburden Overburden Bedrock Type Thickness Name (OB)Code Color Color Code Bedrock Name (BR Code) Casing Type Code Thickness (NO CODE) Artificial Fill AF Black BL Amphibolite AM Certa-Lok CTL Schedule 5 ; Boulders B Bluish Gray BG Basalt BS Fiberglass FBG Schedule 10_ j i Clay CL Brown BR Conglomerate/Breccia CG/BR Galvanized Pipe GLP Schedule 401 a Coarse Sand CS Dark Gray DG Diorite DI HDPE HDP -Schedule 80 g Cobbles C Greenish Gray GG Gabbro GB NSF Coated Steel NCS Schedule 160 } Fine Sand FS Light Gray LG Gneiss GN PVC PVC SDR 13.5 Fine to Coarse Sand FCS Reddish Brown RB Granite GR Stainless Steel SST SDR 17 Gravel G Yellowish Brown YB Limestone LS Steel STL SDR 21 Medium Sand MS Marble MA SDR 26 Organics 0 Quartzite QZ SDR 32.5 Sand&Gravel SG Rhyolite RH SDR 40 Silt Si Sandstone . SS 17# Silty Clay SICL Schist Sc 19# Silty Sand SIS Shale SH 1I Silty Sand&Gravel SISG Slate/Phyllite ' SLIPH Till T Pegmatite . PM Section 7 Section 8 Section 10 Annular Seal/Filter Screen Annular Seal/Filter Pack/Abandonment Purpose Method Screen Type Code Pack/Abandonment Material Code Purpose .Code Method Code. Carbon Steel CST Bentonite Chips/Pellets BC Fill FL Air Blow with Drill Stem AB Continuous Wire PVC CWP Bentonite Grout BG Filter FT .Air Lift AL Galvanized Wire Wrapped GWW Cement/Bentonite Grout CB ' Seal AS Bailing BL .Perforated Pipe PFP Concrete CT Constant Rate Pump CR Pre-pack.PVC PPP Sand SD Variable Rate Pump VR Prerpac(c Stainless— PPS Native Material NM Slug SG SI'6a VV,9 SLP " Stairiless'Steel Vee Wire SSV Stainless Steel Well Point SSP _ Section 12 Section 13 Pump Description Well Seal Pump Description Code Horsepower - Surface'Seal Type Type Code 2 Wire Constant Speed Submersible 2WSS 1/2 20 Cement CM 3 Wire Constant Speed Submersible. 3WSS 3/4 25 CementlBentonite CB Constant Speed Submersible Turbine CSST 1 30 Concrete CT Variable Speed Submersible Turbine VSST 1 1/2' 40 None NO Jet JET 2 50 Line Shaft Turbine LST- • 3 60 Centrifical CENT 5 75 7 1/2 100 141. L.+t.125_,1,,:i"v `3t'4> ii ►l;iSi;. >?e SLt±'i, sf'..;C'1�'37i L;4zt�;. t#.tt�3 4:'''t ._tSt. "c. 15 150 . A,; c� "1 19-JAN-07 '10:33 FROM-JRENGPROD +15088807232 T-397 P-01/04 F-175 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 January 19, 2007 Barnstable Board of Health 200 Main Street Hyannis,MA 02601 Attention: Board of Health Agent Reference: Home FAST Treatment Serial Number: 28603 Attached lease find a copy of the Product Registration Report for the FAST Treatment P System for work performed on 01/18/2007 at the home of Fred Cusick located at 27 High Street,West Barnstable,MA. Also, attached is a copy of the fully executed Inspection& Testing Agreement. If you have any questions or require additional information please do not hesitate to call. Sincerely, Donna.L. Callahan Y Enclosures 7' %3 >� �a r M { 19-JAN-07 10:33 FROM-AENGPROD +15088807232 T-397 P.02/04 F-175 44 Commercial Street Picric complec all itQms marked• Raynham, MA including dvee signaram, Mail 02767 signed original comm I*: WXYgwaor Treat Serviccsj= es Cnmrnmial Strcet Tel; (608) 880-0233 Ray h3M.MA OM Fax (808) 880-7232 INSPECr1oN AND EM:UENT TEMGG AGREE T Agreement entered into by and between Wastewater Treatment Services,Inc.(herein called WTS)and the FAST*System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office,WTS will render the following services only, Equipment will be inspec ed at least 4 times per year that this Agreement remains in effect,with the first inspections beginning ' 07 These inspections will include: 1) Tesnng of the sludge depth in the septic tank 2) Inspection,power testing and cleaNreplace intake filter of the air blower. 3) Inspection'of the alarm system. 4) Inspect overall condition of FAST'system. 5) Notification to OWNER of any problems encountered. 6) Service other than routine maimmnance will be billed at an hourly rate,plus travel aid parts. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of$18.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours; at time and one-half after 5:00 PM and on Saturdays;and at double time on Sundays and holidays. Emergency service charges will include a minim=four(4)Hours of labor, plus standard WTS charges for parts,plus mileage,and navel charges. The annual rate includes routine maintenance,but does not include'repairs tequirtd for damages caused by abuse,accident;theft,acts of third persons,forces of nature, or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes,labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages,including but not limited to loss of time,injury to person or property,or equipment failure. OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WT5 to perform its duties hereunder. 19-JAN-07 10:33 FROM-JRENGPROD +15088807232 T-397 P.03/04 F-175 Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract(1)either a new contract or an offer to extend the current contract's term,and(2)an invoice for one year of service. It is OWNER's responsibility to timely ret=the payment and either the new contract or the accep.ed extension,completed and signed. WTS must receive the payment and document before expiration of the then current contract year to assure continuous contract coverage. Failure to return such documents on time or to otherwise comply with this contract,may result in suspension of service,cancellation of the contract and/or nullification of warranties,at the election of WTS. OWNER may not assign this contract without the prior written consent of WTS. it will remain in force until a parry conoels by written notice to the other at the address given herein,or until the contract term expires,whichever is sooner. MANUFACTURER MODEL NO. SPRTAT NO_ LOCH 'ION ANNUAL.RATE Sio-Microbies MicroFAST ofr�-oj West Barnstable,MA S440.00 MMPMENT OWNER Wastewater Treatment Sp�vicea.><ne. *Signed by OWNER; i Signed. Address: 27 High Street 44 Commercial Street Baynham,MA 02767 Tele: (508)880.0233• *City: State: Zip; Fax: (508)880.7232 West Barnstable MA 02668 c Telephone 508-367-4371 Effective Date of Agreement Daytime Telephone: OWNER understands that(1)ANNUAL RATE paym rit is for one year only commencing on the effective date set forth above and is non--refundable;and(2)Current DEP Regulations require OWNER to maintain a service agreement for the life of the FAST°°System, I HAVE READ AND UNDERSTAND TM FOREGOING. r� *Si edb OWNER: 14 co4j-- Effluent Testi Effluent nr nple taken 4 times per year and delivered to a qualified testing lab for evaluation. Results sent to State and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent to enable a grab sample to be taken for laboratory testing performed. PERMIT: x(PLEASE C -MMONE) (X )6-M-MRAL :.( )PMODIAL O PROVISIONAL *SPECIAL CONDITIONS PER LOCAL HOARD OF HEALTH('Y)or(N)if YES,please attach copy of permit (X)pH,BOD5,TSS,Nitrate,Nitrite,TXN ( )Other: *Cost for testing: 1145.00NIsit Operator assigned: William Evert_ Telephone: (50M 40MM69 *Engineer: Down Cape Engineering *Approval for Effluent Testina W � aanneowner's Signature 19-JAN-07 1,0:33 FROM-JRENGPROD +15088807232 T-397 P.04/04 F-175 Lu1 I N C 0 R P 0 R A T E 0 8450 Cole Parkway m Shawnee, KS 66227 m Phone 913-422-0707 W Fax: 912-422-0808 e-mail: onsite@biomicrobics,�m WWW. microblcs m m 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product Registration Report must be completed and returned to Blo-Microbics, Inc. in order to effect warranty. Date of Start-U J F~ Date Ship2ed to End User 1/16/07 Serial#28603 OWNER NAME Fred Cusick ADDRESS 27 High Street CITY/STATE/ZIP West Bamstable,MA 02668 PHONE/FAX BIO-MICROBICS DISTRIBUTOR NAME Wastewater Treatment Services,Inc. ADDRESS 44 Commercial Street CITY/STATEOP Ra am, MA 02767 PHONEIFAX 508-880-0233 FAX. 508-880-7232 INSTALLER NAME Bortolotti Construction ADDRESS P.O.Box 704 CITY/STATEIZIP Marstons Mills,MA 02648 PHONEIFAX 508-428-8926 CONSULTING ENGINEER if applicable) NAME Down Cape ngineering ADDRESS 939 Main Street CITY/STATE/ZIP Yamwuth,MA 02675 PHONE/FAX 508-3624541 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating �• [� ❑ Air vent Gear ❑ Audio Alarm Operating [� [] ❑ Septic tank level (9r ❑ BLOWER(S) Septic tank meets min.size a ❑ Wired for correct voltage �~ ❑ Septic tank filled to ❑ operating level Inletioutlet piped correctly 3� ❑ Air Lift Operation Q Filter element installed ❑ Recirculation tube In place Wr, ❑ Blower hood secure (� ❑ Fasteners tight �d ❑ Blower works correctly [ ❑ WATER-TIGHT JOINTS Blower located within 100' of (� Q ❑ Treatment unit to septic tank �' ❑ treatment unit Airline clear ❑ Entrance tube to insert cover Li ❑ Air inlet screen clear �, ❑ Insert to insert cover � ❑ 0 Discharge line connection Blower hood vents clear (� ❑ Factory Authorized Personnel Title: Firm: Wastewater Treatment Services c. Date: L J 44 Commercial Street Raynham, MA 02767-. Tel: (508) 880-0233 Fax:;(508) 880-7232- January 19, 2007 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Board of Health Agent Reference: Home FAST Treatment Serial Number: 28603 Attached please find a copy of the Product Registration Report for the FAST T`eatmertU System for work performed on 01/18/2007 at the home of Fred Cusick located at 27 High Street, West Barnstable, MA. Also, attached is a copy of the fully executed Inspection;& Testing Agreement. 7 ro If you have any questions or require additional information please do not hesifate to call C:) Sincerely, S .Donna L. Callahan Enclosures �n"• j•'.` �:CS. .�{ :.f' �'� F�',�.- ty'''°. ,;.l. t.. .. �;'.3.7 � :i.' r ,� F. /�>. N ..r-, .;. ,. :•S, ,.-a ,a .F ''...' t. A.. 1,i�,. 'a `�, (' 7: 1 tip 1 E5 •.1 :l 1 ..7 I e i N C 0 R P 0 R A T E 0 8450 Cole Parkway w Shawnee, KS 66227 w Phone 913-422-0707 m Fax: 912-422-0808 e-mail: onsite .biomicrobics.com m www.biomicrobics.com M 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product.Registration Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-Up "� F Date Shipped to End User 1/16/07 Serial#28603 OWNER .. NAME Fred Cusick ADDRESS 27 High Street CITY/STATE/ZIP West Barnstable,MA 02668 PHONE/FAX BIO-PJIICROBiC► DISTRIBUTOR NAME Wastewater Treatment Services,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Raynharr4 MA 02767 PHONE/FAX 508-880-0233 FAX: 508-880-7232 INSTALLER NAME Bortolotti Construction ADDRESS P.O.Box 704 CITY/STATE/ZIP Marston Mills,MA 02648 PHONE/FAX 508428-8926 CONSULTING ENGINEER ifa . licable NAME Down Cape Engineering ADDRESS 939 Main Street CITY/STATE/ZIP Yarmouth,MA 02675 PHONE/FAX 508-3624541 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNITS) Visual Alarm Operating �, Air vent clear Audio Alarm Operating Septic tank level �r ❑ BLOWER(S) Septic tank meets min. size ®' , Wired for correct voltage Septic tank filled to 0 operating level , Inlet/outlet piped correctly [ Air Lift Operation Filter element installed E Lj Recirculation tube in place [a, Ll Blower hood secure (, Ll Fasteners tight Blower works correctly ( E3 WATER-TIGHT JOINTS Blower located within 100'of (� Treatment unit to septic tank treatment unit Air line clear Entrance tube to insert cover Ll Air inlet screen clear 0,/- L3 Insert to insert cover Blower hood vents clear Discharge line connection (� Factory Authorized Personnel Title: Firm: Wastewater Treatment Services, nc. Date: oe -- — 13-D.Z-06 12:52 FROM-AMPROD +15096807232 T-178 0.02/06 F-695 Y1/as�xlut2tP.� �I�Q'L%�/!,G cJe/YItCP.6, ✓/LG. 44 Commercial Street Please complrtc all items marked• Raynham, MA including three signatum. Mail 02767 signed original contract to: WW—aZaewater Treatment Services c. 44 C'nnvnercial Sm= Tel: (508) 880-0233 Raynham.MA.9= Fax: (508) 880-7232 INSPECTION AND EFFLUENT TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inc.(herein called WTS)and the FASTO°System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at%TS's office, WTS will render the following services only: Equipment will be inspected at least 4 times per year that this Agreement remains in effect,with the first inspections beginning These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection,power testing and clean/replace intake filter of the air blower. 3) Inspection*of the alarm system. 4) Inspect overall condition of FAST*System 5) Notification to OWNER of any problems encountered. b) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of$78.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours; at time and one-half after 5;00 PM and on Saturdays;and at double time on Sundays and holidays. Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts,plus mileage and travel charges, The annual rate includes routine maintenance,but does not include repairs required for damages caused by-abuse' y abuse,accident,theft,acts of third persons,forces of nature, or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes,labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages,including but not limited to loss of time,injury to person or property,or equipment failure. OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. 13-DEC-06 12:52 FROM-AMPROD +15068807232 T-178 P.03/06 F-695 Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract(1) either a new contract or an offer to extend the current contract's term,and(2)an invoice for one year of service. It is OWNFR's responsibility to timely return the payment and either the new contact or the accepted extension,completed and signed. WTS must receive the payment and document before expiration of the then current contract year to assure continuous contract coverage. Failure to return such documents on time or to otherwise comply with this contract,may result in suspension of service,cancellation of the contract and/or nullification of warranties,at the election of WTS. OWNER may not assign this contract without the prior written consent of WTS. It will remain in force until a parry cancels by written notice to the other at the address given herein,or until the contract term expires,whichever is sooner. ON ANNUAL MANUFACTURER MODEL NO. SERIAL NO LOCATI RATE Bio-Microbics MicroFAST jnOr West Barnstable,MA $440.00 EQMPMENT OWNER Wastewater Treatment Services,Inc. *Signed by OWNER: sue- ^Signed' *Address: 27 High Street 44 Commercial Street Raynham,MA 02767 Tele: (508)880-0233• *City: State: Zip: Fax: (508)880-7232 West Barnstable MA 02668 e Telephone 508-367-4371 Effective Date of Agreement I4 "O Daytime Telephone: OWNER understands that(1)ANNUAL RATF payment is for one year only commencing on the effective date set forth above and is non-refundable;and(2)Current DEP Regulations require OWNER to maintain a service agreement for the life of the FAST°'System. I HAVE READ AND UNDEPSTAND THE FOREGOING. n *Signed b OWNER: f� Y Effluent Testin Effluent sample taken 4 times per year and delivered to a qualified testing lab for evaluation. Results sent to State and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent to enable a grab sample to be taken for laboratory testing performed. PERMIT: *(PLEASE CHECK ONE) (X )GENERAL (. )REMEDIAL ( )PROVISIONAL *SPECIAL CONDMONS PER LOCAL BOARD OF HEALTH'('Y)or(N)if YES,please attach copy of pe n it (X)pH,BOD5i TSS,Nitrate,Nitrite,TKN O Other: *Cost for testing: $245.00/Visit Operator assigned: William Everett Telephone: OM 40 6$ *Engineer: Down Cape Engineering 't*Approval for Effluent Testing Iftorwowner's Signature ;; 44 Commercial Street Raynham, MA 02767 ?..<. - :Tel:..(508) 880-0233 Fax: (508) 880-7232 July 2, 2008 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Subject:. Request for Testing Reduction FAST Treatment System Reference: Serial Number 28603 27 High Street-West Barnstable, MA Attached please find the results for testing performed at the property of Ellen Merritt, 27 High Street, West Barnstable, MA. We are asking the Barnstable Board of Health to review the test data for that property to see if that testing may be reduced. Please forward a copy of your decision to our office. Your help in this matter would be greatly appreciated. Sincerely, J Wastewater Treatment Services, Inc. Service Department Cc- Ellen Merritt 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 July 1, 2008 Ms. Ellen Merritt P.C. Box 576 West Barnstable,MA. 02668 RE: MicroFAST System- 28603 �27 High Street, West Barnstable, Massachusetts Dear Mr. Merritt: We have re-instated your Inspection& Effluent Testing Agreement for the FAST Treatment system located at 27 High Street, West Barnstable, Massachusetts as of today's date. Thank you. Sincerely, Donna L. Callahan Cc: Department of Environmental Protection, Boston Barnstable Board of Health 200 Main Street "Hyannis, MA 02601 , - I 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 June 27, 2008 Ms. Ellen Merritt P.O. Box 576 West Barnstable, MA 02668 Re: Serial Number: 28603 Location: 27 High Street, West Barnstable, MA Dear Ms. Merritt: We understand you do not wish to continue your maintenance contract with our company. Please be advised the Massachusetts Department of Environmental Protection recuires a maintenance contract be in place for the life of the alternative septic system. Also, we are required to inform both the state and local agency of your decision. If you have any questions or need additional information please call our office at (508) 880-0233. Sincerely, Donna L. Callahan ` w f Copy to: Massachusetts DEP o � Barnstable Board of Health 200 Main Street Hyannis,MA' 02601 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 December 17, 2008 Ms. Ellen Merritt P.O. Box 576 r West Barnstable, MA -02668Y:. Re: Serial Number: 28603 Location: 127 High Street, West Barnstable,MAC Dear Ms: Merritt: r We understand you do not wish to continue your maintenance contract with our company. Pleasebe`advised the,:Massachusetts Department of Environmental Protection requires a maintenance;contract be in place for'the life of the alternative septic system, " b � Also,we are required.to inform both the state and local agency of your decision. If you have any questions or need additional information please call our,office at (508) 880-0233. Sincerely, Donna L. CallahanNF s Copy to- Massachusetts DEP * Barnstable Board of Health .r ' 4;2004MainAStr-eet * w , ilY.R �hr k Hyannis,4-MA b2601=^* ;_ ;:u y a *.,, 4.;� - , , x, , s , a ,ri "T akr - >. - Y _ i�pF,A:iR4,s CERTIFICATE OF ANALYSIS Page: 1 f Barnstable County Health Laboratory 9ss^rtny� Report Prepared For: Report Dated: 1/11/2007 Sally Desmond Desmond Well Drilling Order No.: G0739277 P O Box 2783 Orleans, MA 02653 Laboratory ID#: 0739277-01 Description: Water-Drinking Water Sample#: Sampling Location: 27 High St.West Barnstable,MA Collected: 1/10/2007 Collected by: Tom Desmon Map 133 Parcel 31 Received: 1/10/2007 Routine ITEM RESULT UNITS RL MCL Method# Tested Nitrate as Nitrogen 0.74 mg/L 0.10 10 EPA 300.0 1/10/2007 Copper BRL mg/L 0.10 1.3 SM 3111B 1/11/2007 Iron 0.13 mg/L 0.10 0.3 SM 311111 1/11/2007 Sodium 12 mg/L 1.0 20 SM 311113 1/11/2007 Total Coliform Absent P/A 0 0 SM9223 1/10/2007 Conductance 130 umohs/cm 2.0 EPA 120.1 1/l0 007 72 pH 6.7 pH-units 0 EPA 150.1 1/1 2t007 `? EPA 524.2 - Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# CD :jested Dicllorodifluoromethane BRL ug/L 0.5 EPA 524.2 lalo/zoo7t; 3' u 0.5 EPA 524.2 h 072007 Cliloromethane BRL Vinyl chlorideH l r BRL ug/L 0.5 2:0' EPA 524:2 QO/200i2n Bromomethane BRL ug/L 0.5 . EPA 524.2 1710/2007 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 1/10/2007 l-Trichloroethane BRL ug/L 0.5 200 EPA 524.2 1/10/2007 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 1/10/2007 1,1,2-Trichloroethane BRL ug/L 0.5 5.0 EPA 524.2 1/10/2007 1,1-Dichloroethane BRL ug/I, 0.5 EPA 524.2 1/10/2007 I,l-Dichloroethene BRL ug/L 0.5 7.0 EPA 524.2 1/10/2007 1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 1/10/2007 1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 1/10/2007 1,2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 524.2 1/10/2007 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 1,2-Dibr6mo-3-chloropropane BRL ug/L 0.5 EPA 524.2 1/10/2007 1,2-Dibromoethane(EDB) BRL ug/L 0.5 EPA 524.2 1/10/2007 _ 1,2-Dichlorobenzene BRL u9'7L 0.5 600 EPA 524.2 1/10/2007 1',2`-Dichloroethane BRL G91L, 0.5 5.0 EPA 524.2 1X10/2007 � is ropr _ n.e ug/L 0.5 EPA 524.2 1/10/2007 1;2=Dtchloropropane BRL 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 1,3-Dichloropropane BRL ug/L, 0.5 EPA 524.2 1/10/2007 MCL=Maximum Contaminant Level RL = Reporting Limit Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 4 o CERTIFICATE OF ANALYSIS Page: 2 Barnstable County Health Laboratory 9 �CFr�yS�fi. Report Prepared For: Report Dated: 1/11/2007 Sally Desmond Desmond Well Drilling Order No.: G0739277 P O Box 2783 Orleans, MA 02653 Laboratory ID#: 0739277-01 Description: Water-Drinking Water Sample#: Sampling Location: 27 High St.West Barnstable,MA Collected: 1/10/2007 Collected by: Tom Desmon Map 133 Parcel 31 Received: 1/10/2007 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Tested 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 1/10/2007 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 1/10/2007 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 1/10/2007 4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 1/10/2007 Benzene BRL ug/L 0.5 5.0 EPA 524.2 1/10/2007 Bromobenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 Bromochloromerhane BRL ug/L 0.5 EPA 524.2 1/10/2007 Bromodichlororr_ethane BRL ug/L 0.5 EPA 524.2 1/10/2007 Bromoform BRL ug/L 0.5 EPA 524.2 1/10/2007 Carbon tetrachlo-ide BRL ug/L 0.5 5.0 EPA 524.2 1/10/2007 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 1/10/2007 Chloroethane BRL ug/L 0.5 EPA 524.2 1/10/2007 Chloroform 5.5 ug/L 0.5 80 EPA 524.2 1/10/2007 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 1/10/2007 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 1/10/2007 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 1/10/2007 Dibromomethane BRL ug/L 0.5 EPA 524.2 1/10/2007 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 1/10/2007 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 1/10/2007 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 1/10/2007 Methyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 1/10/2007 Naphthalene BRL ug/L 0.5 EPA 524.2 1/10/2007 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 1/10/2007 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 Styrene BRL ug/L 0.5 100 EPA 524.2 1/10/2007 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 1/10/2007 Toluene BRL ug/L 0.5 1000 EPA 524.2 1/10/2007 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 1/10/2007 MCL=Maximum Contaminant Level RL = Reporting Limit Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph:5087375-6605 i �> CERTIFICATE OF ANALYSIS Page: 3 Barnstable County Health Laboratory '9trs�CHv�,Y:% Report Prepared For: Report Dated: 1/11/2007 Sally Desmond Desmond Well Drilling Order No.: G0739277 P O Box 2783 Orleans, MA 02653 Laboratory ID#: 0739277-01 Description: Water-Drinking Water Sample N: Sampling Location: 27 High St.West Barnstable,MA Collected: 1/10/2007 Collected by: Tom Desmon Map 133 Parcel 31 Received: 1/10/2007 EPA 524.2 - Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Tested trans-1,2-Dichloroethene BRL uF,/L 0.5 100 EPA 524.2 1/10/2007 trans-l;3-Dichloropropene BRL u1/L 0.5 EPA 524.2 1/10/2007 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 1/10/2007 Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 1/10/2007 Water sample meets the recommended limits for drinking water of all the above tested parameters. - --------- ----------- -- - — - Approved By: -- (La irector) 7 i MCL=Maximum Contaminant Level RL = Reporting Limit Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 �S�j d -' No. C�"'�— 7 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zippricatiou for �Digossal 6p.9tem Cou.5tructiou Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) [ Complete System ❑Individual Components Location Ac.dress or Lot No 027 IIA4 S Owner's Name,Address,and Tel.No. 4/JSie/a 4/.Z6...)) 5Jr 95- :r"004 cU Assessor's Map/Parcel �6---jAS/r, rv4 p?G 3Q Installer's Name,Address,and Tel.No./�O 07 • �`� Designer's Name,Address and Tel.No.Z>"'V yr1h Ab wa"d Sr Type of Building: Dwelling No.of Bedrooms Lot Size 3`,�j S sq. ft. Garbage Grinder ( Vj Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3.36 gpd Design flow provided 3 y9 gpd Plan Date lv veA /1,a oo(o Number of sheets Revision Date d�v IS;aoO e, Title f S,J, PA11 o � 2-7 Z242 4 S'21 v,/• J4✓•j,43 r Size of Septic Tank /S�10a,wl /1-do • S Type of S.A.S. Sbp Description of Soil Sr-e ek z Nature of Repairs or Alterations(Answer when applicable) 1 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 Certificate of Compliance has been issued by this Boa f H alth igned Aw Date — Application Approved y Date Application Disapproved by: Date for the following reasons Permit No. ��r fo Date Issued -7 No. s. Fee THE COMMONWEALTH OF'MASSACHUSETTS Entered in computer: -PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplication for Mi!gpoal *V!gtem Con.5truction Permit pgrade Abandon Zcomplete System El Individual Components Application fcr a Perniit to Construct Repair(4 Location Address or Lot No."2,-/ I-1A 3/ Owner's Name,Address,and Tel.No. 41"19sle-/E 4g/. Assessor's Map/Parcel 3 7 6-z)7-76,-7-sl.7"y 1a--jlS4, 04 evle,3a Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 51- '7.r Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons' Sifowerg"( ) Cafeteria Other Fixtures Design Flow(min.required) 3 3 6 gpd Design flow provided gpd Plan Date 40'r A C"o(, Number of sheets Revision Date d/a) Is-'Ioe6 Title 5- -1 _9-7 4 72/ ,/- /�,,,W)/,,5/, Size of Septic Tank 1,1�o 5- /rle, Type of S.A.S. _;2- S00 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Ix y &/-.a 5,,.5 74--% 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 Certificate of Compliance has been issued by this Boat of mlth� Date .3;A., iggried Application ApprovedC Date 7 Application D'Sapproved by; Date for the following reasons Permit No, Date Issued ITJ -7 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired 4�1)/Upgraded Abandoned by De,- ,/a//,' Co,w4w at �_? 4 5/--/ /,/• has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. _­)c-0-7-0/ b dated 91.7 Installer j7 Designer_I #bedrooms Approved design flow 3�/l gpd The issuance cfthis permit shall not be construed as a guarantee that the systerd� i Ifunction-a-s,de�signed. Date 1r/I Inspecto(r,_-L —————————---—-- ------------------------------- No. 7 —0/An, Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS liqonl 4y.5tem Con5truction Permit W Permission is hereby granted toConstruct Repair Upgrade Abandon System located at ­97 1-)1,,4 5 7' 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 ust be completed within three years of the datreof this nperfnfl-itl/ Date Approved-by -7 Town of Barnstable Regulatory Services Thomas F. Geiler,Director M Public Health Division i639 �� Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: / /7 Gee Sewage Permit# v i Assessor's Map\Parcel V d V) n Q, Installer: Designer: �n� �C Address: 9�q Ma, 6,_ Address: Ip, '©Ox ��/ rn�o On 7'C`7 j�'�:��i%. � C • .��-�°tif'`� was issued a permit to install a (date) (installer) septic system at d? (-")-f/ based on a design drawn by (address) v� dated ( signer) 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. 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 coi ponent of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. �A OF Mqs c o� ARNE H yGs OJALA (Install 's Signature) CIVIL No. 30792 ` �pc��GISTE��O���� �SS/ONAL ECG DesAer's 9ign e) (Affix Designer's Stamp 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. Q:Health/Septic/Des'b er Certification Form 3-26-04.doc Doc: 1s053PS72 01-12-2007 11 : 10 BARNSTABLE LAND COURT REGISTRY DEED RESTRICTION WHEREAS, _�=- X 't d< M. CuS 14 k& Barbaro a, bus t GlK of (owner's name) 7'7 �'Qp L �4�C l3-'WAIS bl b L MA (address) is the owner of_ a 7 N1,0A SV�etf�ti located ( dd ) at r 8 � MA (hereinafter referred to as an hown on a plan entitled "Subdivision of Land in MA, Property of et al, ed in Barnstable County Registry of in Plan Book Page CIF on Land Court Plan Number 3 7 S O e --A WHEREAS, cdeic.(c M.2 SgwhyaA. Cussic k as the owner of said lot has (owner's name) agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, deedr ,� A NOW, THEREFORE, aswbc�a Ji, Cusick does hereby place the (owners name) following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: . a H►rcA sfr2 Me nA may have constructed (add ss) upon the lot a house containing no more than Aeee- (,� bedrooms. N. heM agrees that this shall be permanent deed (owners name) restriction affecting Loi- a located on Q 2 Ar,4 MA, and ,being shown on the plan recorded in Plan Book , Paged Or on Land Court Plan 3 79?o IR —R For title of see the following deed: Book , Page . Or Land Court Certificate of Title Number 9 8 /S1g Executed as a sealed instrument /a�' day of i'Aova. aoo 7 Cal Owner's signature re o0er7� A1. Ccu s iett �j0a.(�4 r1c A &L 5, . r Owner's signature i Owner's signature COMMONWEALTH OF MASSACHUSETTS lyze 4/^f;e /A , 20 a 7 Then personal y appeared the aboze-named known to me to be the person who executed the foregoing instrument and acknowledged, the same to be ;A4 fr d deed, before me, �Ws so•rJ Notary Publi My commission expires: JAMES R.WILSON �,drWpy .73 i �p07' Notary Public .— Commomaeafth of Massachusetts (date) My Commission Expires dCCdi i r-i'Llrllfif}/:�3.?007 BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST BAAMSTARLE REGISTRY OF DEEDS <5-`4 N-t,� JOIN F.MEADE,REGISTER I� t �J Town of Barnstable 11nAi7N&rABL2 a ,. Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Surruier KAL&MULI,MSPH Paul C.anniff,D.M.D. May 6, 2006 Ms. Sarah 0jala Downcape Engineering, Inc. 939 Main Street Route 6A Yarmouthport, MA 02675 RE-- Vari6nces Grante.d/41A-Z"yitem-At2746Stredt WesfB4rhttab(e g. A= 1;38=031 Dear Ms. 0jala, You are granted variances, on behalf of your clients, Frederick and Barbara Cusick, to construct a replacement onsite sewage disposal system at 27 High Street, West Barnstable, Massachusetts. Tle following variances are granted: /310 CIVIR 15.211: The soil absorption system will be located five (5) feet away from the property line, in lieu of the minimum ten (10)feet separation distance required. L 0 CMR 15_21, The soil absorption system will,be located seven (7) feet away from the foundation wall in lieu of the minimum twenty (20) feet separation distance required. Section 360.1 The soil absorption system will be located 52 feet away from a wetland in lieu of the minimum 100 feet separation distance required. action 360-1 The septic tank will be located 57 feet away from a wetland in lieu of the minimum 100 feet separation distance required. Section 397.2, The soil absorption system will be located 100 feet away from an onsite private drinking water well, in lieu of the 150 feet minimum separation distance required. OjalaCUsick2U06 'Ed WU6V:80 LOOE ET -Ulef 0886E9280ST: 'ON XUJ out 6UiAz;aui6ua adeo umop: WON Section 397-2: The septic tank will be located 92 feet away from an onsite private drinking water well, in lieu of the 100 feet minimum separation distance required. Th se variances are granted with the following conditions: 1) The engineering plan shall be revised to incorporate innovative/alternative s nitrogen reduction technology as part of the new replacement septic system. �• (2) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. --�.) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The wastewater effluent shall be tested quarterly for pH, BOD5, TSS and TN during the first year of operation and annually thereafter (5) The System shall not exceed 19 milligrams per liter total nitrogen (TN) concentration measured as the total TKN (total Kjeldhal Nitrogen), NO3-N (Nitrate nitrogen) and NO2-N (Nitrite nitrogen). (6) Throughout its life, the System shall be under an operation and maintenance (O&M) agreement. The System owner-shall be responsible for maintaining a contract with the Company or the Company's approved operation and maintenance contractor. Prior to obtaining a disposal works construction permit, the applicant shall submit an operation and maintenance contract to the Board of Health. (7) The septic system shall be installed in substantial conformance with the revised plans which will incorporate I/A technology. (8) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. These variances are granted because the proposed plan appears to meet the OjalaCusick2006 Ed WUGV:80 2_00z ZZ 'upr 098GE9280ST: 'ON XdA out 6uiaaaui6ua adp3 umop: WOdd maximum feasible compliance standards contained within the State Environmental Code, Title 5. Sincer yours, Way Her, M.D. Chairman OjajaCusick2006 .. .._... ...�.......... -... . .. '..� .0 tbd WU6b:8O ZaOz ET 'u?f O886Z928OST: 'ON XUJ out 6utaaaut6ua adeo umop: WOdj Jan 11 07 04:40p Desrr1cn6.wq!1 cri;ling, In (E08;240-1003 p.1 �yr�y7g� ma'yy+' ANALYSIS g g� �j� .... .. .... ! #0;A"" CERTIFICA$E OF ANALYSIS Pqr 1 Rar2lstable County health Laboratory Rreaort Pregara P : Repare Acted: III!IIG07 S ally Desmond Des:nond`kcl,Drilling Order No..- GG0739217 I' P U Box 2793 Orleans,MA D2653 Laborstoa,➢DA: C739277-01 Aesariptlaa: Watv•Artnkl r¢1Vaier �_ Somplt0.: 84MPlircRl,oCWRP:31 High 51,West 13arnrtable.MA COi:ecYd: 010.140(r] C.alkcted bq: Taar Demon Map U5 Pacre131 M6300? !, Roi dlne j 1IE14➢ St>. L_NTTQ 1?r� MSCL �_g.S a T Nitrate as MiLropm 0.74 vWL o!) 0 EPA:00.0 W0.17007 I Copper BRL :64 0,;'a 1.1 s'M M I!r ➢ron 0.13 :nea. o.i0 V sM?1iIB unt7oo? Sodium 12 msr 1.0 20 SM 311:B It!1120e7 Total Colitcrcm Absem Pr.4 0 o sm5223 WaIm'? Cenductanac 130 w%0hv= 2.0 EPA 1211 )n v a07 pY. 6.7 PN•VAite c EPA150.1 v1a2aD7 EPA 524.2-Yah*le Organics by GGMS >h Y RESULT S N575 F-' ACk g( d read Dichlorot➢iflimmmZibaae BRL 4L 0.5 CPA 5242 :naa�m Ch1w3mettane BRL aa1L 015 EPA524.2 ;^at007 Vinylchlerice 6RL UWL 0.; 2.0 UA514.2 :G2p:r1 Brormmethax BRL VL 0.5 EPA324: uivse07 1,I,1,2-TahachlorcWane BRL uyIl. 0.5 FPA524,1 72J0 1,1,1-Tr!chloroethane BRL nc 0! 2m EPA524.2 anm20r 1,1,2�=Tetra:b{odoaharse BRL us#- 0.5 ;7A524.2 uler2ao� 1,1,2-"i�rMcroe63zc BRL Berl 0.5 5.0 EEPA5:!4.2 0102M 1,1-Dichloroaha*Ie BRL 3.5 EPA324.2 nort00 1.1-Dchioroa5hene BRL vVL M ?.o EEPA524.2 lnano07 I,i-M&iorepropene BRL US4, 0.5 EPA324.2 /xvxoa7 , 1,2,3-Trichlorobm%nc BRL aglL 0.5 EPA321.'? :a'tc0r 12,3-Trichioroproparme BRL uarL 0.5 EPA32C? v;a+2^01 1,2,4•Tcchlorcbmmne BRL uall 0.5 N E•PA5t4' Ct2DOr I,2,4-Tr.'rrmmtW.ben7enc BRL q. 0.5 EPA$24.2 7nar205T 1,20bmmo-3-chtarcpropane BRL $IVL 0.5 EPA 324.2 :fla!;Qnt i,2-Dbr=cethare(BDB) BRL uR/L 0.s EPA$24.2 a±rt 1,2•DlchioroFznxcne BRL os 6D0 1-PA524,2 Villa ? 1,2•Dichiarot55ane BRL 5 5.0 EPA 5242 MIY10e7 S,2•Dachtor�sopane BRL UWL 0.5 EPA524.2 ;f:a/2W7 1,3,5-Trl netitylbers ile BRL ar/L 0.5 EPA$242 ;r;rrz3or ` !,3-Dichiorob�txene BRL. ua/L 0.5 EPA524-2 ;nor_007 1,3-Dichloropeopane BRL ug/L 0.5 EPA5242 :rlVi007 MU=Mazimun:Ca7faminanm Lei - t Supea➢or Court House, PG.Box 427, Barnstable, .MA 02630 Pb:508-37,M605 { 1 i I I 1 1 MCL htuimuar 03.111m nartLund- I 'ltperl ng;:,r'i1 Superior Court h oum PO.Box 427, Barnstable, MA 02630 Ph:508-375-005 Jan 11 07 04:42p Desmond Well Drilling, In (508) 240-1003 P.1 THU IS: 14 VAX 5083627I03 Ban%stable CTY Health!_ab - 1.1eamond Well DrL*Uing 40021CO3 4 -"'IF ANALY SI S CERTIFICATE 0 Lj JL a Page, 2 Barnstable County Health Laboratory Rijort Preoared For: Report Dated: I1:1/2007 Sally Desmond Dmnonl'Well D,ill,lin, Order No.: G0739277 P 0 Box 2783 Orleans, MA 02653 Laboratory 11)#: 0739277-01 Dascriptiow Water-Drinking Water sample fo: Samplingl6cc04: 27 High SL West Bamueble,MA CDECCIC1. 111840117 Collected by; ToaiDesmos Map 133 Parcel 39 Received: 1IM2007 EPA 524.2- Volaille Orgardcs by GCMS M§_X:,L_T Mf_rS _U ALCL Method 1.4-Dichlorobenzme BRL U64- 15 5.0 EPA 524.2 IAUZ007 2.2-Dichloropropane BRL UWL 0.5 EPA 524.2 ft?7007 '2-Chloyotoluene BRL uglL 0.5 E0A 524-2 VIT10V 4-ChiorOlDlUne BRL AWL 0,5 EPA$24.2 111012037 Benzene BRL n/L 3.5 5.0 FPA514.2 I'U2007 Bromaberzene BRL UA 0.5 EPA 524"2 1110nK7 Bromochlotornehane BRL QwL 0.5 EPA 524.2 1il0n0O7 Bromodichloromethane BRL UVL 0.5 EPA 524.2 lt!V2007 Brcmoform BRL ug/L 0,5 EPA 524.2, 11=007 Carbon letachloride BRL 411. a's 50 EPA 5241 14=607 Chlorobenzene BRL vWL 0.5 M EPA 524.2 W0/2007 chlorowhant BRL Ur/L 0.5 EPA 524,2 I110I2007 Chloroform 5.5 ug/L 0.5 90 EPA 524.2 1/ W007 cis-la-Di chiomethene BRL UA 0.5 70 EPA 524.2 W4P-607 cis-1.3-Dichloropropen.- BRL 0s EPA 524.2 Mbromochlbromedwic BRL U9r_ 0.5 UPA$24.2 :II0r2007 Dibrmnorrredwe BRL U&C, 0.5 PA 524.2 ;/IW2007 Ethylbenzene BRL ug/L0.5 700 EPA 524.2 MW200 Htxachlorobuladiene BRL vvt O's 1EPA 524.1 19opropylbenzene BRL VVL 6.3 EPA 52kz 1/10007 Methylene chloride BRL U91L 0.5 5.0 EPA 524.2 1 IM-007 I Methylert-butyl ether BRL uSIL 0.5 EPA 524.2 U1012007 Naphthalene BRL 0.5 EPA 32' 2 w-720"'I BRL US& r,.?ropyIbcnzr,ne BRL kjar- 0.5 SPA 524.2 1/10/200 p-1-copropyltaitiene BRL uWL 0.5 EPA$24.2 UI0/2007 sec-Butylbvizene BRL W_ 0.5 EPA 524.2 IAM007 Styrene URL uWL 0.5 i 00 UPA$24.2 UI0l2007 tert-Butylbenzene ORL ug/L 0.s EPA$24.1 VIMOU7 Tevachloroethene BRL UB/L 0.5 5.0 UAS24.2 U104007 Toluene SRL twL M 1000 EPA 5241 IiIM007 Total xy'ercs BRL ugiL 0.5 15000 EPA 524.2 1/1012007 MCL-Maximum r-cawnina.m.Leyel K1,=Rep-mirgLimit Superior Court House, PO.Box 427, Barwt.2blle, MA 02630 Ph:5108-375-6&31 Jan 11 07 04;50r. Desmond Well Drilling; In ,508j 240-1003 p.1 ..... ..., .,. - .,._. _ ..._..,,..,. ,... ,....�...�.... v ..y ,pyre.., w�. nF ad CERTIFICATE OF ANALYSIS Aqw 3 I Q � l , r Baraslable County Health Laboratory 'a R@gort Pmp_ored For; lepart Dated: It UNQ7 - � Sally Des:nond Desmond Well Drilling Order No.. GD7392'77 P O Box 2783 Orleans, yiA 02653 l j Laboratort lD#: 0739277-01 Deaeription: Water-DrinicingWater { Eiample R: Sampling Lacati= V High St.West BarAstable,MA Colleoed: 1l1SR001 Collicted by: Tom Dasmam Map 133 Parcel31 Received: 111012007 L11A 524.2- VolaWe Organics by GCIV7S i 11PlE 47 RESI!LT UNITS Rt. ! rL AWAIN Tesded trans.l,2-Dichlomaethene BILL Ugrz. 05 100 E.°A524.2 if[012007 l tralis•1,3-Dichloropropene BRL UsL 0.5 EPA'-24.2 irIG2007 Trichlorodhene BRL ugrL 0,5 S'D EPA.524.2 tR012007 Tri&loroRuoromethane BRL UgJL 1.5 EPA 5z4.2 MUM? ti'�tetsample+raeeesPherecarr tetdeedfimtrsfordri►Ual water ofaffthe above tested parameters. __._... 1 Approved By __......__..___.... irecta-i i i I: I i . l I i MCL a kla►irmor,Carteminant Level R:. = ReportrngLimit Superior Court House, PO,Box 427, Barnstable, M.A 02630 Ph:505-375-6605 i f 12-JAN-07 10:04 FROM-JRENGPROD +15088807232 T-361 P-01/02 F-069 ���UGL YO�IL:DL nvm rnr � i•vr `�/ .�.� ' �/4.Gbt/l2�.RC cJel"!llCe6, ✓/dG. 44 Cornmerdal Street Please compictc all mains maewd• paynham. MA including threesia"sum. Mail 02767 s'Qned original""no to: w sawacer'lYeannant ssrykas.ins. Tel: (508) 880-0233 as cOTnmicmial S= Fax: (508)880-7232 Ra INS>PECr ON ArM EFKjyM TK G AG>RFZM=T Agreement entered into by and between Wastewater Treatment Services,Inc.(herein called WTS)and the FAST System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreeitent at WTS's Office,WTS will render the following services only; Equipment will be inspected at least d times per year that this Agree=nt remains in effect,with the first inspections beginning _ Tbese inspections will include: 1) .Tesring of the sludge depth in the septic tank. 2) Inspection,power testing aid cican/replace intake filter of the air blower. 3) Inspection'of the alarm system. 4) Inspect overall condition of FAST'Systern 5) Notification to OWNER of any problems encountered. 6) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts. WTS shall notify the local Board of Health and Department of Envi es that tal ottertion in taken,writing within 24 hours of a system failure or alarm event including corrective have OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at curreut labor rates of$78-00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours;at time and one half aver 5;00 FNI and on Saturdays;and at double time an Sundays and include a minimum four(4)hours of labor, plus standard WFS holidays. Emergency service charges will charges for parts,plus mileage and travel charges. The annual Tate ine]urles routine maintenance,but does not es caused r �buset adcident;theft,acts of third persons,forces of nature, include*repairs required for dam$g or alterations made to the equipment. WTS shall n6i be responsible for failure to render the agreed services if caused by strikes,labor disputes,non-cooperation by OWNTR,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special,incidental or conSequential damages,including but not limited to loss of time,injury to person or property,or cquipn=t failure. OWNER agrees that WTS may enter OWNEWs property and have acceptable access to all aeas deemed by WTS to be necessMy or appropriate for WTS to perform its duties hereunder. 12-JAN-07 10:04 FROM-AMPROD +15088807232 T-361 P.02/02 F-069 IJ'UC�-U0� I9:74 �nunr�nciiwin.r Curre a WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract(1)either a new contract Or an offer to extend the ow=t contract's term,and(2)an invoice for one year of service. It is OWNER's responsibility to timely return the payment and either the new contract or the accepted extension,completed and sipu-4 WTS must receive the payment and document before expiration of the then current contract year to assure continuous contract coverage. Failure to retain such documents on time or to otherwise comply with this contract,may result in suspension of service,cancellation of the contract and/or millification of warranties,at the election of WTS. OWNIi'.R may not assign this contract without the prior written consent of WTS. It will remain in force until a party cancels by written notice to the other at the address given herein,or until the contract term expires,wbichever is sooner. MANUFACILIBER M0PEL No. AP1: &L010- LO ATION ANNIGIAL RATR Bio-Mierobics N icroFAST West Barnstable,MA S440.00 EOUI>PMENT OWNERWastewater Treatment ServieM>rnc. *Signed by OWNER: r..i gals b Signed' *Address: 37 High Street 44 Commercial Street Rgynbam,MA 02767 Telo: (508)880-0233• *City: State: Zip: Fax: (508)880-7232 West Barnstable MA 02668 Telephone,__ 50 -367-4371 Effective Date of Agreement_ Daytime Telephone: OWNER understands that(1)ANNUAL RATE payrnenf is for one year only commencing on the effective date set forth above and is non-refundable;and(2)Current DEF Regulations require OWNER to maintain a service agreement for the life of the FAST°°System. I RAVE READ AND UNDERSTAND M FOREGOLNG. �^ *Signed by OWNER�. C04 Effluent Testin Effluent sample taken 4 times per year and delivered to a qualified testing lab for evaluation. Results sent to State and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent to arable a grab sample to be taken for laboratory testing performed. PERMIT: ( (PLEASE CI:IECICONE) (X }GENERAL ' ..�(, ) . . REMEDIAL )PROVISIONAL "SPECIAL.CONDMONS PER LOCAL BOARIYOF,HF,ALTI=i-M or(N)if YES,please attach copy of pe mit (X)pH,BODs,TSS,Nitrate,Nitrite,TKN ( )Other: "Cost for testing: 2 0 E'& Operator assigned: William Everett wEngin®er: Down Cape Engineering Telephone: 40 *Approval for Effluent Testin owner's Signature 01/11/2007 THU 16: 12 FAX 5083627103 Barnstable CTY HealthLab BARNSTABLE HEALTH 12001/003 I i /�OF H9�S CERTIFICATE OF ANALYSIS Page: 1 o in "' Barnstable County Health Laboratory Report Prepared For: Report Dated: 1/11/2007 Sally Desmond Desmond Well Drilling Order No.: G0739277 P O Box 2783 Orleans, MA 02653 Laboratory ID#: 0739277-01 Description: Water-Drinking Water Sample#: Sampling Location: 27 High St.West Barnstable,MA Collected: 1/10/2007 Collected by: Tom Desmon Map 133 Parcel31 Received: 1/10/2007 Routine ITEM RESULT UNITS RL MCL Method# Tested Nitrate as Nitrogen 0.74 mg/L 0,10 10 EPA 300.0 1/10/2007 Copper BRL mg/L 0.10 1.3 SM 311113 1/11/2007 E Iron 0.13 mg/L 0.10 0.3 SM 311113 1/11/2007 IIII' Sodium 12 mg/L 1.0 20 SM 311113 1/11/2007 I Total Coliform Absent P/A o 0 SM9223 1/10/2007 Conductance 130 umohs/cm 2.0 EPA 120.1 1/10/2007 pH 6.7 pH-units 0 EPA 150.1 1/10/2007 I I EPA 524.2 - Volatile Organics by GCMS ITEM RESULT UNITS RL MCL Method# Tested Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 1/10/2007 Chloromethane BRL ug/L 0.5 EPA 524.2 1/10/2007 Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 1/10/2007 Bromomethane BRL ug/L 0.5 EPA 524.2 I/10/2007 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 1/10/2007 l-Trichlorcethane BRL ug/L 0.5 200 EPA 524.2 1/10/2007 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 1/10/2007 1,1,2-Trichlorcethane BRL ug/L o,s 5.0 EPA 524.2 1/10/2007 1,1-Dichloroethane BRL ug/L 0.5 EPA 524.2 I/10/2007 l,l-Dichloroet!lene BRL ug/L 0.5 7.0 EPA 524.2 1/10/2007 1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 1/10/2007 1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 1 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 1/10/2007 1,2,4-Trichlorobenzene BRL ugt`L 0.5 70 EPA 524.2 1/10/2007 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 1,2-Dibromo-3-chloropropane BRL ug/L 0.5 EPA 524.2 1/10/2007 1,2-Dibromoethane(EDB) BRL ug/L 0.5 EPA 524.2 1/10/2007 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 1/10/2007 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 1/10/2007 i 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 1/10/2007 i 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 1/10/2007 MCL=Maximum Contaminant Level RL = Reporting Limit Superior Court House, PO. Box 427, Barnstable, MA. 02630 Ph: 508-375-6605 i 01/11-'i1007 THU 16: 12 FAX 5083627103 Barnstable CTY Healt-)iLfab -•-- BARNSTABLE HEALTH IZO02/003 i CERTIFICATE OF ANALYSIS Page: 2 i ;'o m, Barnstable County Health Laboratory Report Prepared For: Report Dated: 1/11/2007 • Sally Desmond Desmond Well Drilling Order No.: G0739277 P 0 Box 2783 Orleans, MA 02653 Laboratory ID#: 0739277-01 Description: Water-Drinking Water Sample#: Sampling Location: 27 High St.West Barnstable,MA Collected: 1/10/2007 Collected by: Tom Desmon Map 133 Parcel 31 Received: 1/10/2007 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Tested I 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 1/10/200.7 i 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 1/10/2007 I 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 1/10/2007 4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 1/10/2007 Benzene BRL ug/L 0.5 5.0 EPA 524.2 1/10/2007 it Bromobenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 I Bromochloromethane BRL ug/L 0.5 EPA 524.2 1/10/2007 i i B romodich lorom ethane BRL ug/L 0.5 EPA 524.2 1/10/2007 Bromoform BRL ug/L 0.5 EPA 524.2 1/10/2007 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 1n0/2007 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 1/10/2007 Chloroethane BRL ug/L 0.5 EPA 524.2 1/10/2007 Chloroform 5,5 ug/L 0.5 80 EPA 524.2 1/10/2007 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 1/10/2007 i cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 1/10/2007 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 1/10/2007 Dibromomethane BRL ug/L 0.s EPA 524.2 1/10/2007 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 . 1/10/2007 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 t/10/2007 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 i I Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 1/10/2007 j Methyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 1/10/2007 Naphthalene BRL ug/L 0.5 EPA 524.2 1/10/2007 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 I/10/2007 p-Isopropyl toluene BRL ug/L 0.5 EPA 524.2 1/10/2007 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 Styrene BRL ug/L 0.5 100 EPA 524.2 1/10/2007 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 1/10/2007 I Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 1/10/2007 Toluene BRL ug/L 0.5 1000 EPA 524.2 1/10/2007 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 1/10/2007 I MCL=Maximum Contaminant Level RL = Reporting Limit Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 5.08-375-6605 III 01/11/2007 THU 16: 13 FAX 5083627103 Barnstable CTY HealthLab --- BARNSTABLE HEALTH 003 00 I Page: 3 CERTIFICATE OF ANALYSIS ` MI Barnstable County Health Laboratory 9 ,cHu Report Prepared For: Report Dated: 1/11/2007 Sally Desmond Desmond Well Drilling Order No.: G0739277 fP O Box 2783 Orleans, MA 02653 i Laboratory ID 0739277-01 Description: Water-Drinking Water Sample it: Sampling Location: 27 High St.West Barnstable,MA Collected: 1/10/2007 Collected by: Tom Desmon Map 133 Parcel 31 Received: 1/10/2007 EPA 524.2 - Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Tested trans-1,2-Dichloroethene BRL ug/L 0.5 too EPA 524.2 1/10/2007 trans-1,3-Dichl'oropropene BRL ug/L 0.5 EPA 524.2 1/10/2007 Trichloroethen2 BRL ug/L 0.5 5.0 EPA 524.2 lno/2oo7 Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 1/10/2007 Water sample meets the recommended limits for drinking water of all the above tested parameters. Approved By: (La irector) 1 / i i i i t i I i i I i i I 1 , i I I MCL=Maximum Contaminant Level RL = Reporting Limit Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 � III first fI. dining (D :living rm. br rm. stairs kitchen ba br N porch 10.4, 32.2' bedroom LO stairs N C N 2nd floor first fl. 13 g° dining 'living rm. br 4 rm. stairs d- kitchen ba br cv porch 10.4' 32 2' bedroom in stairs � 0 N 2nd floor (6 0.6cM) FAST® AIR LIF (040,6cm) NON-CORROSIVE CLAMP EVERY 2 FT GASKET GASKET NON-C❑RROSIVE 59' (150cm) CLAMP EVERY 2 FT �................r...... ,............. ...................................... . RISER RISER . . . 2" AIR AIR LIFT. . . . . j .. . . . . : SPLASH PLATE 15±.5" £ SUPPLY LINE SUPPLY • <38.1±1.3cm) u LINE 31' MIN `•—`. O AIRLINE Ln ' 26" 15±.5" ul GASKET GASKET :350 GALLON : :(1704GL) MIN <66cM) (38.1±1.3cm) (1325 L) : ; . . . . . . . . . .. . . . . . . . . . . . . . . . ; : MIN, ............... ......................................................• NON-CORROSIVE 7/1 CLAMP EVERY 2 FT PLAN VIEW AIR SUPPLY AIR LIFT AIR LIFT® OPTIONS (SEE NOTE 5) BLOWER NON-CORROSIVE SEE DRAWING CLAMP EVERY 2 FT. MICR❑FAST® 0,5 L NOTES (SEE AIR SUPPLY OPTIONS) 3' (7.62 cm) VENT SEE DRAWING 1. SECURE ❑RIGINAL 7" X 7„ FOOT TO LEG EXTENSI❑N TOP OF TANK FLUSH WITH MICR❑FAST® 0,5 L BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE WITHIN 1 1/2" BOTTOM ❑F LID LEG EXTENSI❑N, EIGHT (8) SCREWS PER FOOT ARE WITHIN 1 GASKET INCLUDED AND SHOULD BE USED ON EACH OF THE FOUR (4) CORNER LEG EXTENSI❑NS, - _ 2, ANCHOR THE LEG EXTENSI❑NS (4 CORNER LEGS ONLY) TO THE BASE OF THE TANK, PLACE BOLTS AT ❑PP❑SITE CORNERS OF THE LEG EXTENSI❑N BASE. - - 3. TO ELONGATE FOOT PAST THE PR❑VIDED 12", CUT THE 3,9" LEG EXTENSI❑N IN THE CENTER INT❑ TWO SEPARATE PIECES, THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTI❑NS OF THE LEG 16.25' EXTENSI❑NS, (41.3cM) . . . : . �. . _. . 4, ATTACH PIPES WITH STAINLESS STEEL SCREWS. . . . - - - . 450 GAL 48,75'. 5. THE AIR SUPPLY LINE INT❑ THE FAST® UNIT MUST (1705.5 L) (123.8cm) BE SECURED S❑ AS TO PREVENT DAMAGE FROM < PIPE VIBRATI❑N, 42.5' 6, SEE ALL NOTES ON MCF 0.5 L DRAWING. <-108cm) SETTLING TREATMENT ZONE ZONE 10' MTN. IN THE INTEREST OF TECHNOL❑GICAL PROGRESS, ALL PRODUCTS ARE (25,4cm) SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. Date 01-03-05 B10- MICROBICS ® Micro FAST®0.5 F ELEVATI❑N IN C OR POR ATE D 1-800-753,cFAST(3278) 2003 'r THE OESICN AND DIET OF THIS DI-WING 13 THE oROPERTY aR 91O-NIc7cmIcs,INC."No Is Nor DrawnEIE by 1, DIMENSIONSq IE IN*INCHES UNLESS OTHERWISE NOTED,DESIGN IWD INVQ.TpN RICNis wuE RESFAVVEO. B M I { O L-J 0 i NOTES 1, SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG EXTENSI❑N, EIGHT (8) SCREWS PER FOOT ARE INCLUDED AND SHOULD BE USED ON EACH OF THE FOUR (4) CORNER LEG EXTENSIONS, 2, ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS ONLY) TO THE BASE OF THE TANK. PLACE BOLTS AT ❑PP❑SITE CORNERS OF THE LEG EXTENSI❑N BASE, ` 3, TO ELONGATE FOOT PAST THE PR❑VIDED 12', CUT THE 3,9' LEG EXTENSION IN THE CENTER INT❑ TWO SEPARATE PIECES, THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTIONS OF THE LEG EXTENSI❑NS, 4, ATTACH PIPES WITH STAINLESS STEEL SCREWS. 5. VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER TO AV❑ID INFILTRATION, CAP WITH 6' VEN I GRATE W/AT LEAST 7.1 SQ. IN. OF OPEN SURFACE AREA, SECURE WITH STAINLESS STEEL SCREWS (SEE q----- --------------- MCF 0,5 L DWG). OR: RUN VENT TO DESIRED L❑CATI❑N AND COVER OPENING WITH 3' VENT GRATE W/AT LEAST 7.1 SQ. IN, OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS. VENT MUST NOT ALLOW EXCESS MOISTURE BUILDUP OR BACK PRESSURE. -III,-I I I I . , I I-III-III--III--III IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. --------- ate 01-03-05 rB10-1 MICROBICS INCORPORATE ° Micro FAST®0.5 X 1-800-753-FAST 3278 ® . 2003 - ,°Mac i° moD«Cwin a°awTMf�t i.gym °wow[°RO omiow.w r«aa.�—D rtMc. rnwn by B M I on.o.awq K w iwRa wane ornoant w01®. r ' �> peci -Pica tions For MicroFAST 015 Wastewater, Treatment System 1, GENERAL 5, REMOTE MOUNTED BLOWER 9, WARRANTY The contractor shall furnish and The blower may be mounted remote The manufacturer of the MicroFAST 0,5 install (1) MicroFAST 0.5 treatment with no more than 100 ft (30,5 M) of treatment system shall warrant for system as manufactured by piping and no more than four elbows, three years from the date of Bio-Microbics, Inc, The treatment from the MicroFAST unit on a shipment or two years form the date system shall be complete with all contractor supplied concrete base, of start-up, whichever occurs first, needed equipment as shown on the _ The blower must not set in standing that the equipment they provide will drawings and specified herein, water and its elevation must be higher be free from defects in material and than the normal flood level, A workmanship, The principal items of equipment shall two-piece, rectangular housing shall include FAST System insert, insert lid be provided with tamper-proof screws, In the event a mechanical component (or leg extensions if that option is The discharge air line from the blower fails to perform as specified or is chosen), blower assembly, blower to the MicroFAST shall be provided proven defective in service during the controls and alarms, The MicroFAST 0.5 and installed by the contractor, warranty period, the manufacturer unit shall be situated within a 450 shall repair or replace such defective gallon minimum compartment in a two 6, ELECTRICAL parts, (Cost of labor on compartment tank as shown on the The electrical source should be within repair/rep(acement is not covered plans, or in a 800 gallon one 150 feet of the blower, Consult local under this warranty,) The replacement compartment tank, Tank(s) must code for longer wiring distances, All or repair of those items normally conform to local, state, and all other wiring must conform to code, The input consumed in service such as air filter, applicable codes. The contractor shall power required for the blower is etc,, shall be considered as part of provide coordination between the FAST 115/230 Volts, Single Phase, 60/50 routine maintenance and upkeep, system and tank supplier with regard Hertz, 3,8/1,9 Full Load Amps, minimum to fabrication of the tank, installation wire size is 16 A,W,G, (Locked Rotor It is not intended that the of the FAST unit and delivery to the Amps are 18,6/9.3), All conduit and manufacturer assume responsibility for job site, wiring between the electrical control Contingent liabilities or consequential 2, ❑PERATING CONDITIONS panel (optional), the power supply, and damages of any nature resulting from the blower shall be furnished and defects in design material or The MicroFAST 0,5 treatment system installed by the contractor, workmanship, or delays in delivery, shall be capable of treating the replacement, or otherwise wastewater produced by typical family 7. ALARMS activities (bath, laundry, kitchen, etc,) The alarm system shall consist of a 10. FLOW AND DOSING ranging from (1) one to (8) eight visual and audible alarm to indicate Wastewater treatment systems work persons and not to exceed :600 US loss of power to the blower and/or best when influent flow is delivered as Gallons per day (1893 LPD), high water level, A manual silence switch is included, consistently as possible, FAST systems 3. MEDIA have been successfully designed, tested The FAST media shall be manufactured 8, INSTALLATION AND ❑PERATING and certified recieving gravity, of rigid PVC, polyethylene or INSTRUCTIONS demand-based influent flow, However and it shall be when influent flow is controlled (either polypropylene All work must be done in accordance supported by the polyethylene insert, with local codes and regulations, by pump or other means) to the FAST The media shall be fixed in position and Installation of the MicroFAST 0,5 shall system to help with highly variable flow contain no moving or wearing parts and be dyne in r) should be used to help,ccordancc with the conditions, then mial.ti p feeding events shall not corrode, The media shall be written instructions provided by the assure even designed and installed to ensure that manufacturer. No more than four foot flow, optimum performance, and reliability, sloughed solids immediately descend of fill may be placed over the FAST® through the media to the bottom of lid, Operation manuals shall be the septic tank, furnished which will include a description of installation, operation, 4. BLOWER and system maintenance procedures, The MicroFAST 0,5 unit shall come There shall be a separate manual for IN THE INTEREST OF TECHN❑L❑GICAL PROGRESS, AL.I_ PRnntl(:TS ARE SUBJECT equipped with a regenerative type the installer, service provider, and TO UESLUN AND/OR MATERIAL CHANGE WITH❑UT N❑TICE, g blower capable of delivering 11-25 CFM• owner, tailored to each, Date 01-03-05 The blower assembly shall include an inlet filter with metal filter element, MicroFAST®�.5 S " INCORPORATED �J 1-800-753-FAST 3278 • Ir _ 2007 THE oEslcn nno DETAIL OF THIS oruw►+c Is THE oROGERTI O<BIO PCj;IOBICS, INC. AND 1S NOT Drawn by T _ TO BE USED EXCEPT IN CONNECTION WTTH OUR WORN, DESICM1 uH0 INVENIgN RIGHTS—E RESERVED. 1 OYEHSIONS ARE N INCHES UNLESS OTHERWISE NOTED. _ +[� ==J - 016" i f NON-CORROSIVE (04016cm) FAST® AIR LIF (040.6cm) CLAMP EVERY 2 FT GASKET GASKET ' NON-CORROSIVE 59" (150cm) CLAMP EVERY 2 FT ................ ......................................... ......... RISER RISER • -AIRL-IF.T. . . . . . . . . 2" AIR • SUPPLY SPLASH PLATE y : � £ 2" AIR LINE (38,1±1.3cm) u SUPPLY 31" MIN AIRLINE � . ^ LINE ' (79cm) 450 GALLON 26" 15±.5" GASKET GASKET 350 GALLON •(1704 L) MIN (66cm) (38,1±1.3cm) cu (1325 L) MIN, t �...•........-----------' .....................................................i N❑N-CORROSIVE / CLAMP EVERY 2 FT PLAN VIEW FASTAIR SUPPLY -A R LIFT AIR LIFT® OPTIONS (SEE NOTE 5) BLOWER NON-CORROSIVE SEE DRAWING CLAMP EVERY 2 FT. MICROFAST® 0.5 L NOTES (SEE AIR SUPPLY OPTIONS) `x 3" (7. cm) VENT SE TOP OF TANK FLUSH WITH SEE DRAWING I. SECURE ORIGINAL 7" X 7" FOOT TO LEG EXTENSION BOTTOM OF CONCRETE LID MICROFAST® 0.5 L BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE WITHIN 1 1/2" LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE GASKET L INCLUDED AND SHOULD BE USED ON EACH OF THE FOUR (4) CORNER LEG EXTENSIONS. 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS ONLY) TO THE BASE OF THE TANK: PLACE BOLTS AT OPPOSITE CORNERS- OF THE LEG EXTENSION BASE. - 3. TO ELONGATE FOOT PAST THE PROVIDED 12-, CUT THE 3.9" LEG EXTENSION IN THE CENTER INTO TWO ` SEPARATE PIECES, THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTIONS OF THE LEG 16,25' EXTENSIONS: (41,3cm) _ 4 ATTACH PIPES WITH STAINLESS STEEL SCREWS, 450 GAL 48,75" (1705:5 L) (123,8cm) 5. THE AIR SUPPLY LINE INTO THE FAST® UNIT MUST BE SECURED SO AS TO PREVENT DAMAGE FROM PIPE VIBRATION: 42,5"(~108cr1) w G. SEE ALL NOTES ON MCF 0.5 L DRAWING. SETTLING TREATMENT ZONE ZONE 10" MIN, IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE <25.4cM) SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITH❑UT NOTICE. o. Date 01-03-05 ELEVATION BI0- MICROBICS Micro FAST®0.5 F _. INCORPORATED 1-800-753-FAST 3278 Bla—Nlcr'Oblc•. Inc. . © 2003 .. Tx1E DESIGN AN N O DET L CO NO WIN R. S OxG p Is VR-. C OPERTY OF BID-NICROo I# cs ARE IS NOT r Tn D awn b BE USED E%pEPT N CONNECTION WITH OUR WORN. DESIGN AND INVENTION RIGHTS ARE RE�VEp. Y BMI p•ENSIONS ARE N INCHES UNLESS pTNERWI$E NOTED. , .l f ���� 0 0 NOTES 1. SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG EXTENSION, EIGHT (8) SCREWS PER FOOT ARE INCLUDED AND SHOULD BE USED ON EACH OF THE FOUR (4) CORNER LEG EXTENSI❑NS, 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS ONLY) TO THE BASE OF THE TANK. PLACE BOLTS AT OPPOSITE CORNERS OF THE LEG EXTENSION BASE. 3, TO ELONGATE FOOT PAST THE PROVIDED .12', CUT THE 3,9' LEG EXTENSION IN THE CENTER INTO TWO SEPARATE PIECES, THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTIONS OF THE LEG EXTENSIONS. 4, ATTACH PIPES WITH STAINLESS STEEL SCREWS, 5. VENT To BE LOCATED ABOVE FINISH GRADE OR HIGHER TO AVOID INFILTRATION, CAP WITH 6' VENT GRATE W/AT LEAST 7,1 SQ. IN, OF OPEN SURFACE AREA, SECURE WITH STAINLESS STEEL SCREWS (SEE I q---------- ----------P MCF 0.5 L DWG), OR: RUN VENT TO DESIRED LOCATION AND COVER OPENING WITH 3' VENT GRATE W/AT LEAST 7.1 SQ. IN, OPEN _ E SURFACE AREA. SECURE WITH STAINLESS _ _ STEEL SCREWS. VENT MUST NOT ALLOW EXCESS III—I I III— III—I I ___ MOISTURE BUILDUP OR BACK PRESSURE. III--III, I •-III-III—III—III—III IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE, y, Date ni -o3-o5 BIO- MICROBICS IN CO RPO R ATE MicroFAST60.5 X 1-800-753-FAST 3278 .b-,.•m.. zow one,u�w iwRt uram omoa„4 wr®. k S=pecif ica -tions For, MicroFAST 0 , 5 Wastewa -ter Treatment System 1, GENERAL 5. REMOTE MOUNTED BLOWER 9, WARRANTY The contractor shall furnish and The blower may be mounted remote The manufacturer of the MicroFAST 0,5 install (1) MicroFAST 0.5 treatment with no more than 100 ft (30.5 M) of treatment system shall warrant for system as manufactured by piping and no more than four elbows, three years from the date of Bio-Microbics, Inc. The treatment from the MicroFAST unit on a shipment or two years form the date system shall be complete with all contractor supplied concrete base, of start-up, whichever occurs first, needed equipment as shown on the _ The blower must not set in standing that the equipment they provide will drawings and specified herein, water and its elevation must be higher be free from defects in material and than the normal flood level, A workmanship. The principal items of equipment shall two-piece, rectangular housing shall include FAST System insert, insert lid be provided with tamper-proof screws. In the event a mechanical component (or leg extensions if that option is The discharge air line from the blower fails to perform as specified or is chosen), blower assembly, blower to the MicroFAST shall Ice provided proven defective in service during the controls and alarms, The MicroFAST 0.5 and installed by the contractor, warranty period, the manufacturer unit shall be situated within a 450 shall repair or replace such defective . gallon minimum compartment in a two 6. ELECTRICAL parts. (Cost of labor on compartment tank as shown on the The electrical source should be within repair/replacement is not covered plans, or in a 800 gallon one 150 feet of the blower, Consult local under this warranty.) The replacement compartment tank, Tank(s) must code for longer wiring distances, All or repair of those items normally conform to local, state, and all other wiring must conform to code. The input consumed in service such as air filter, applicable codes. The contractor shall power required for the blower is etc., shall be considered as part of provide coordination between the FAST 115/230 Volts, Single Phase, 60/50 routine maintenance and upkeep, system and tank supplier with regard Hertz, 3,8/1,9 Full Load Amps, minimum to fabrication of the tank, installation wire size is 16 A,W,G. (Locked Rotor It is not intended that the OF the FAST unit and delivery to the Amps are 18,6/9,3), All conduit and manufacturer assume responsibility for job site. wiring between the electrical control contingent liabilities or consequential 2, ❑PERATING C❑NDITI❑NS panel (optional), the power supply, and damages of any nature resulting from the blower shall be furnished and defects in design material or The MicroFAST 0.5 treatment system installed by the contractor. workmanship, or delays in delivery, shall be capable of treating the replacement, or otherwise wastewater produced by typical family 7. ALARMS activities (bath, laundry, kitchen, etc.) The alarm system shall consist of a 10, FLOW AND D❑SING ranging from (1) one to (8) eight visual and audible alarm to indicate persons and not to exceed -600 US loss of power to the blower and/or Wastewater treatment systems work Gallons per day (1893 LPD), high water level, A manual silence best when influent flow is delivered as switch is included. consistently as possible. FAST systems 3. MEDIA have been successfully designed, tested The FAST media shall be manufactured 8, INSTALLATI❑N AND ❑PERATING and certified recieving gravity, OF rigid PVC, polyethylene or INSTRUCTI❑NS demand-based influent flow, However polypropylene and it shall be All work must be done in accordance when influent flow is controlled (either supported by the polyethylene insert, with local codes and regulations, by pump or other means) to the FAST The media shall be fixed in position and Installation of the MicroFAST 0,5 shall system to help with highly variable flow contain no moving or wearing parts and be done in accordance with the conditions, then multiple feeding events shall not corrode. The media shall be written instructions provided by the should be used to help assure even designed and installed to ensure that manufacturer, No more than four foot flow, optimum performance, and reliability. sloughed solids immediately descend of fill may be placed over the FAST@ through the media to the bottom of lid. Operation manuals shall be the septic tank, furnished which will include a description of installation, operation, fi 4. BLOWER and system maintenance procedures. The MicroFAST 0,5 unit shall come There shall be 0.., separate manual for IN THE INTEREST OF TECHNOLOGIC:AI_ PROGRESS. ALL PRODUCTS ARE SUBJECT equipped with v. r­eyenerative type the installer, service provider, and TO DESIGN AND/OR_ MATERIAL CHANGE WITHOUT N❑TICE. blower capable of delivering 11-25 CFM, owner, tailored to each, Date 01-03-05 The blower assembly shall include an inlet filter with metal filter element, ' B'o_ MICROBIC S INCORPORATED Micro FAST®0.5 S 1-800-753-FAST 3278 BIe-Nlcroblce, I 2003 THE DESIGN MD OET&L OF THIS ORIIWINC IS THE WT N.PROPERTY OE RID-WICAORICS. INC. MO IS NOT Drawn by BMI ro RE USED EXCEPT IN CONNECTION H OUR WORK OESIGN M` NY>ENX,N T RIGHTS ME RESER10M. 'OYENSNJNS ME IN INCHES UNLESS OTHERWISE NOTED. 5, N❑N-CORROSIVE ( 0"n .6cm) FAST® AIR LIF Cob 0.6cm) CLAMP EVERY 2 FT GASKET GASKET ' NON-CORR❑SIVE 59' (150cm) CLAMP EVERY 2 FT �.............. ,............. ...................................... . RISER RISER AIRLIFT FT . . . . . . . 2' AIR SPLASH PLATE 15±.5" E SUPPLY LINE SUPPLY • (38.1±1,3cM) u LINE 31' MIN AIRLINE ' (79cr�) : O - GASKET 26' 15±.5' 350 GALLON : :(1704GL)GALLON N (66cm) (38,1±1.3cm) N GASKET (1325 L) ; MIN, . NON-CORROSIVE CLAMP EVERY 2 FT A' PLAN VIEW FAST® FAST® Li AIR SUPPLY AIR LIFT AIR LIFT OPTIONS (SEE NOTE 5) BLOWER NON-CORROSIVE SEE DRAWING CLAMP EVERY 2 FT. MICROFAST® 0.5 L NOTES (SEE AIR SUPPLY ❑PTIONS) 3' (7,62 cry) VENT SEE DRAWING I. SECURE ❑RIGINAL 7" X 7" FOOT TO LEG EXTENSI❑N TOP OF TANK FLUSH WITH MICROFAST® 0.5 L BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE BOTTOM OF CONCRETE LID LEG EXTENSI❑N. EIGHT (8) SCREWS PER FOOT ARE WITHIN 1 1/2' GASKET INCLUDED AND SHOULD BE USED ON EACH OF THE FOUR (4) CORNER LEG EXTENSI❑NS, 2. ANCHOR THE LEG EXTENSI❑NS (4 CORNER LEGS ONLY) TO THE BASE OF THE TANK, PLACE BOLTS AT ❑PP❑SITE CORNERS OF THE LEG EXTENSI❑N a= BASE. 3. TO ELONGATE FOOT PAST THE PR❑VIDED 12', CUT THE 3.90 LEG EXTENSI❑N IN THE CENTER INT❑ TWO SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTI❑NS OF THE LEG 16.25' EXTENSI❑NS, (4L3cM) ` - - �- • 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS, 450 GAL 48.75'- ®5. THE AIR SUPPLY LINE INT❑ THE FAST UNIT MUST (1705,5 L) (123.8cm)� BE SECURED S❑ AS TO PREVENT DAMAGE FROM I . PIPE VIBRATI❑N, 42.5' 6, SEE ALL NOTES ON MCF 0,5 L DRAWING. (~108cM) SETTLING TREATMENT ZONE ZONE 10' MIN. IN THE INTEREST OF TECHNOLOGICAL NKUGRESJ, ALL PRODUCTS ARE (25.4cM) SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITH❑UT NOTICE. Date 01-03-05 - - B10- MICROBICS ® Micro FAST®0.5 F ELEVATION INCORPORATED 1-800-753-FAST(3278) . © 2003 THE DEs.c.AND OETNI Oc TH.DI AW s THE O.ORERTy CF eXl-wICNOeICs' iN . 0 IS NOT Drawn by BMI TO BE USED EXCEPT N CONNECTION WITH OUR WORK. DESICN ANO INVENTION RIGHTS ARE RE$NEO. i` DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED. J 11.f r' 0 0 0 1--7 O NOTES 1. SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE INCLUDED AND SHOULD BE USED ON EACH OF THE FOUR (4) CORNER LEG EXTENSIONS. 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS ONLY) TO THE BASE OF THE TANK. PLACE BOLTS AT OPP❑SITE CORNERS OF THE LEG EXTENSION BASE. 3. TO ELONGATE FOOT PAST THE PROVIDED 12', CUT THE 3.9' LEG EXTENSION IN THE CENTER INTO TWO SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTIONS OF THE LEG EXTENSIONS, 4, ATTACH PIPES WITH STAINLESS STEEL SCREWS, 5. VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER TO AVOID INFILTRATION, CAP WITH 6' VENT GRATE W/AT LEAST 7.1 SQ. IN. OF OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS (SEE i q-------------------- MCF 0.5 L DWG). OR: RUN VENT TO DESIRED L❑CATION AND COVER i OPENING WITH 3' VENT GRATE W/AT LEAST 7A SQ. IN. OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS. VENT MUST NOT ALLOW EXCESS MOISTURE BUILDUP OR BACK PRESSURE, IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE III-III-III-III-III SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE, B10- MICROBICS MicroFAST®0.5 X I N C O R O R A 7 l 0 1-800-753-FAST 3278 �... by B M I ff - o.iosw.s.c w ncHes oases omawi�rai®. t " Specifications For MicroFAST 0 , 5 Wastewater Tre atment System 1, GENERAL 5. REMOTE MOUNTED BLOWER 9, WARRANTY The contractor shall furnish and The blower may be mounted remote The manufacturer of the MicroFAST 0,5 install (1) MicroFAST 0.5 treatment with no more than 100 ft (30.5 M) of system as manufactured by treatment system shall warrant for piping and no more than four elbows, three years from the date of Bic-Microloics, Inc. The treatment from the MicroFAST unit on a shipment or two years form the date system shall be complete with all contractor supplied concrete base, of start-up, whichever occurs first, needed equipment as shown on the _ The blower must not set in standing that the equipment they provide will drawings and specified herein, water and its elevation must be higher be free from defects in material and than the normal flood level. A workmanship, The principal items of equipment shall two-piece, rectangular housing shall include FAST System insert, insert lid be provided with tamper-proof screws. In the event a mechanical component (or leg extensions if that option is The discharge air line from the blower fails to perform as specified or is chosen), blower assembly, blower to the MicroFAST shall be provided proven defective in service during the controls and alarms. The MicroFAST 0,5 and installed by the contractor. warranty period, the manufacturer unit shall be situated within a 450 shall repair or replace such defective gallon minimum compartment in a two 6, ELECTRICAL parts, (Cost of labor on compartment tank as shown on the The electrical source should be within repair/replacement is not covered plans, or in a 800 gallon one 150 Feet of the blower, Consult local under this warranty,) The replacement compartment tank, Tank(s) must code for longer wiring distances, All or repair of those items normally conform to local, state, and all other wiring must conform to code, The input consumed .in service such as air filter, applicable codes. The contractor shall power required for the blower is etc,, shall be considered as part Of provide coordination between the FAST 115/230 Volts, Single Phase, 60/50 routine maintenance and upkeep, system and tank supplier with regard Hertz, 3,8/13 Full Load Amps, minimum to fabrication of the tank, installation wire size is 16 A,W,G, (Locked Rotor It is not intended that the job site, OF the FAST unit and delivery to the Amps are 18.6/9.3), All conduit and manufacturer assume responsibility for wiring between the electrical control contingent liabilities or consequential 2. OPERATING CONDITI❑NS panel (optional), the power supply, and damages of any nature resulting from the blower shall be furnished and defects in design material or The MicroFAST 0,5 treatment system installed by the contractor, workmanship y y replacement or otherwise, T or delays in deliver shall be capable of treating the wastewater produced by typical family 7. ALARMS activities (bath, laundry, kitchen, etc,) The alarm system shall consist of a ranging from (1) one to (8) eight visual and audible alarm to indicate 10. FLOW AND DOSING persons and not to exceed ,:5go US loss Of power to the blower and/or Wastewater treatment systems work Gallons per day (1893 LPD), high water level, A manual silence best when influent flow is delivered as 3. MEDIA switch is included, consistently as possible. FAST systems have been successfully designed, tested The FAST media shall be manufactured Q. INSTALLATION AND ❑PERATING and certified recieving gravity, OF rigid PVC, polyethylene or INSTRUCTI❑NS demand-based influent flow, However polypropylene and it shall be All work must be done in accordance when influent flow is controlled (either supported by the polyethylene insert, with local codes and regulations, by pump or other means) to the FAST The media shall be fixed in position and Installation of the MicroFAST 0,5 shall system to help with highly variable flow contain no moving or wearing parts and be done in accordance with the conditions, then multiple feeding events shall not corrode. The media shall be written instructions provided by the should be used to help assure even designed and installed to ensure that manufacturer. No more than four foot flow, optimum performance, and reliability. sloughed solids immediately descend of fill may be placed over the FAST@ through the media to the bottom of lid. Operation manuals shall be the septic tank, furnished which will include a 4. BLOWER description of installation, operation, and system maintenance procedures, The Mic-raFAST 0:5 unit shall coma There shin( be a separate manual 'for � IN THE INTEREST OF TECHNOLOGICAL PHUGRESS, ALL HRUDUCTS ARE SUBJECT equipped with a regenerative type the installer, service provider, and TO DESIGN AND/OR MATERIAL CHANGE WITH❑UT N❑TICE. blower capable of delivering 11-25 CFM, owner, tailored to each.- } Date 01-03-05 The blower assembly shall include an �'®� inlet filter with metal filter element, MICROBICS ' INCORPORATED Micro FAST®0.5 S t t 1-800-753-FAST 3278 En 31-ubl 1- �. 2003 Y� _ a EBEMWMS.RE.CE IEN IN C NEN�OTNERM'1% W4;rPOE51C d.0�iINVENTK"RI INC' MO CH 5.WE IS v. Drawn by B M I 016" 016" (040,6cM) FAST® AIR LIF C�40.6cr�) N❑N-CORR❑SIVE CLAMP EVERY 2 FT GASKET GASKET NON-CORROSIVE 59" (150cr�) CLAMP EVERY 2 FT . . RISER RISER • 2" AIR . . . . . . .AIRL-IF.T . . . . . . . . . . . . • SPLASH PLATE(3 15±,5" 2" AIR SUPPLY 8,1±1.3cm) U SUPPLY LINE 31" MIN AIRLINE 1 un LINE (79cm) : O 450 GALLON 26' j5' GASKET GASKET 350 GALLON : :(1704 L) MIN (66cm) (38,1±1.3cm) . cu (1325 L) : MIN. ' N❑N-CORR❑SIVE CLAMP EVERY 2 FT PLAN VIEW '7/, AIR SUPPLY FAST® FAST® OPTIONS � AIR LIFT AIR LIFT BLOWER (SEE NOTE 5) NON-CORROSIVE SEE DRAWING CLAMP EVERY 2 FT, MICROFAST® 0,5 L NOTES (SEE AIR SUPPLY ❑PTIONS) 3" (7,62 cry) VENT + TOP OF TANK FLUSH WITH SEE DRAWING 1, SECURE ORIGINAL 7" X 7" FOOT TO LEG EXTENSI❑N BOTTOM OF CONCRETE LID MICROFAST® 0.5 L , BY PLACING TWO (2) SCREWS IN EACH SIDE [IF THE WITHIN 1 1/2' LEG EXTENSION, EIGHT (8) SCREWS PER FOOT ARE GASKET INCLUDED AND SHOULD BE USED ON EACH OF THE /� F❑UR (4) CORNER LEG EXTENSIONS, 2, ANCHOR THE LEG EXTENSI❑NS (4 CORNER LEGS ONLY) TO THE BASE OF THE TANK, PLACE BOLTS AT OPPOSITE CORNERS OF THE LEG EXTENSION a BASE. 3, TO ELONGATE FOOT PAST THE PROVIDED 12", CUT THE 3.9" LEG EXTENSI❑N IN THE CENTER INT❑ TWO SEPARATE PIECES, THEN CUT A SCH 40 PVC PIPE ' TO THE DESIRED LENGTH AND SLIP THE, PIPE OVER THE TOP AND BOTTOM CUT SECTIONS OF THE LEG 16.25 EXTENSI❑NS, (41,3cm) ! s. , 4, ATTACH PIPES WITH STAINl_FSS STEEL SCREWS. 450 GAL 48,75" • (1705.5 L) C148,75' 5, THE AIR SUPPLY LINE INTO THE E FAST® UNIT MUST BE SECURED S❑ AS TO PREVENT DAMAGE FROM PIPE VIBRATION, 42,5"<-108cm 6, SEE ALL NOTES ON MCF 0,5 L DRAWING. ) SETTLING TREATMENT ZONE ZONE i 10" MIN. IN THE INTERE5 1 01 ' I-ECHN❑LOGICAL PROGRESS, ALL PRODUCTS ARE (25.4cM) SUBJECT T❑ DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. Date 01-03-05 5 ELEVATION BI® �MICROBICS Micro FAST®0. 5 F P OR ATE D 1-800-753-FAST(3278) 2003 *TMnE�Useo excwT".`.C�.Necn«wlni loon a ft..O S ac O JNVE.CNl .M.No s wr Drawn by BMI DIMENSIONS iRE IN INCHES UNU OTHERWISE NOTEp,�ESIOV MO INVENTON RIGNf$YiE pEggyE , �O 0 0 O L—_I e o ® m O i i NOTES I. SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE INCLUDED AND SHOULD BE USED ON EACH OF THE FOUR (4) CORNER LEG EXTENSIONS. 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS ONLY) TO THE BASE OF THE TANK. PLACE BOLTS AT OPPOSITE CORNERS OF THE LEG EXTENSION BASE. _` • 3. TO ELONGATE FOOT PAST THE PROVIDED 12', CUT THE 3.9' LEG EXTENSION IN THE CENTER INTO TWO SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER i THE TOP AND BOTTOM CUT SECTIONS OF THE LEG EXTENSIONS. 4, ATTACH PIPES WITH STAINLESS STEEL SCREWS, 5. VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER Tn AV❑ID INFILTRATION. CAP WITH 6' VENT GRATE W/AT LEAST 7A SQ. IN. OF OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS (SEE 5-------------------- MCF 0.5 L DWG). OR. I r RUN VENT TO DESIRED LOCATION AND COVER OPENING WITH 3' VENT GRATE W/AT LEAST 7.1 SQ. ' IN. OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS. VENT MUST NOT ALLOW EXCESS —__ MOISTURE BUILDUP OR BACK PRESSURE, III III—III—III IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL. PRODUCTS ARE 11 ' '—I 1 1. SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. Date 01-03-05 B10- MIGROBICS 1 1-800-753-FAST P3278° Micro FAST®0.5 X ® ..-,..� ,.s e�a..«a oR�or TM�oa w o o„a Pao.awv o<so-r annmgaMm.— awn eY B M I • � w ac um oe�r is aawcenori wow oua cadet,oeaw ,w.wiomn. '� . ' DSIWIOq M(W utGlC 1a{�f MOI®. Sp^eci -Pications For MicroFAST 015 Wastewater Treatment System 1, GENERAL 5, REMOTE MOUNTED BLOWER 9. WARRANTY The contractor shall furnish and The blower may be moue-ted remote Y The manufacturer of the MicroFAST 0,5 install (1) MicroFAST 0,5 treatment with no more than 100 ft (30,5 M) of treatment system shall warrant for system as manufactured by piping and no more than four elbows, three years from the date of Bic-Microloics, Inc. The treatment from the MicroFAST unit on a . shipment or two years form the date System shall be complete with all contractor supplied concrete base, of start-up, whichever occurs first, needed equipment as shown on the _ The blower must not set in standing that the equipment they provide will drawings and specified herein, water and its elevation must be higher be free from defects in material and than the normal flood level, A workmanship, The principal items of equipment shall two-piece, rectangular housing shall include FAST System insert, insert lid be provided with tamper-proof screws, In the event a .mechanical component(or leg extensions if that option is The discharge air line from the blower fails to perform as specified or is chosen), blower assembly, blower to the MicroFAST shall be provided proven defective in service during the controls and alarms, The MicroFAST 0.5 and installed by the contractor, warranty period, the manufacturer unit shall be situated within a 450 shall repair or replace such defective gallon minimum compartment in a two 6. ELECTRICAL parts, (Cost of labor on compartment tank as shown on the The electrical source should be within repair/replacement is not covered plans, or in a 800 gallon one 150 feet of the blower, Consult local compartment tank, Tank(s) must under this warranty,) The replacement code for longer wiring distances, All or repair of those items normally conform to local, state, and all other wiring must conform to code. The input consumed in service such as air filter, applicable codes, The contractor shall power required for the blower is etc,, shall be considered as part of provide coordination between the FAST 115/230 Volts, Single Phase, 60/50 ;11 routine maintenance and upkeep. system and tank supplier with regard Hertz, 3.8/1,9 Full Load Amps, minimum t to fabrication of the tank, installation wire size is 16 A,W,G. (Locked Rotor It is not intended that the OF the FAST unit and delivery to the Amps are 18,6/9.3), All conduit and job site, manufacturer assume responsibility for wiring between the electrical control contingent liabilities or consequential 2, ❑PERATING CONDITIONS panel (optional), the power supply, and damages of any nature resulting from The Me capablee of treating the treatment system the blower shall be furnished and defects in design material or shall be capable the by the contractor, workmanship or delays in delivery, �wastewater produced by typical family 7. ALARMS replacement or otherwise activities (bath, laundry, kitchen, etc,) The alarm system shall consist of a 10, FLOW AND D❑SING ranging from (1) one to (8) eight visual and audible alarm to indicate persons and not to exceed 3-0'0 US l Wastewater treatment loss of power t e systems work e o the blower and/or Y Gallons p best when influent flow is delivered as per day (1893 LPD), high water level A manual silence 3, MEDIA switch is included. consistently as possible, FAST systems have been successfully designed, tested The FAST media shall be manufactured Q. INSTALLATION AND ❑PERATING and certified recieving gravity, OF rigid PVC, polyethylene or INSTRUCTIONS demand-based influent flow, However when influent flow is controlled polypropylene and it shall be All work must be o led (either done in e her supported b the pp y e polyethylene insert. with local codes and regulations, by pump or other means) to the FAST The media shall be fixed in position and Installation of the MicroFAST 0.5 shall system to help with highly variable flow contain no moving or wearing parts and be done in accordance with the conditions, then multiple feeding events shall not corrode, The media shall be written instructions provided by the should be used to help assure even designed and installed to ensure that manufacturer, No more than four foot flow, optimum performance, and reliability, sloughed solids immediately descend of fill may be placed over the FAST® through the media to the bottom of lid. Operation manuals shall be the septic tank, Furnishe d which will include a 4. BLOWER description of installation, ' operation, and system maintenance procedures, The MicroFAST 0,5 unit shall come There shall be a separate manual for IN THE INTEREST OF TECHN❑L❑GICAL PROGRESS, ALL PRODUCTS ARE SUBJECT equipped with a regenerative type l�-le installer, service provider, and r Tn DESIGN AND/OR MATERIAL CHANGC WITHOUT NOTICE. blower capable of delivering 11-25 CFM, owner, tailored to each, Date 01-03-05 The blower assembly shall include an BIOS inlet filter with metal filter element. MICROBICS 11 N C O R P O T E MICrOFAST®0.5 S I R A O 1-800-753-FAST 3278 Rlo—wc.aalcP, I 2003 _ THE DESIGN♦NO'OETNL,OF THIS OIIU NC IS THE PROPERTY of R10�11QZOBICS, INC. —0 Is Nor Drawn by B M I 10 BE USED EXCEPT IN CONNECTKIN M OUR WOgK. DESIGN nN0 IINENfX)N RIGHTS 4RE RESERI-M. OwFTSK)NS YiE IN INCHES UNLESS OT EPWTSE NOTED, III SYSTEM PROFILE TEST HOLE LOGS TOP FNDN. AT EL. 24.2 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN I ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: A.H. OJALA, PE 25.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM D. DEMERAIS, RS 23.9 WITNESS: 2" DOUBLE WASHED PEASTONE MARCH 3, 2006 1- RUN PIPE LEVEL DATE: 21.5 FOR FIRST 2' < 2 MIN INCH (EXIST) PROPOSED 0.5 3 MAX. PERC. RATE _ / MICROFAST SYSTEM 21.12' (SEE DETAILS 20.87 20'9 CLASS I SOILS P# 11232 RoO� SEPARATE SHEETS) GAS 2O 2' BAFFLE 20.37' o000 000 � 0 0 0 � 0 0 T- 4' 20.1' 0 Q 0 OUND 1 ELEV. HIGH ST. 6A2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL go „ 4 COMPACTION. (15.221 [21) ��0 2 0 0 0 oa, 18.1' 23.5 P�� LOCUS DEPTH OF FLOW = 4' ( 3 % SLOPE) ( 1 % SLOPE) FILL UNSUIT. 3/4" TO 1 1/2" DOUBLE WASHED STONE TEE SIZES: 3" °PQ� INLET DEPTH = 10" A SECOND TH OUTLET DEPTH = 14 LFS AND PER UNSUIT. WAIVED BY LOCATION MAP NTS AGENT (LACK FOUNDATION- 19' SEPTIC TANK 16' D' BOX 12° LEACh;ING 10YR 4/3 OF ROOM) ASSESSORS MAP 133 PARCEL 31 FAC I LI IY 5, 44" N INSTALL MICROFAST UNIT AS PER MANUFACTURER'S SPECIFICATIONS B WELL: SDW 252 ZONE: A LFS UN SUIT. ADJ: 0.6' 1 10YR 4/4 68„ VARIANCES REQUESTED UNDER MAX. FEASIBLE 1 7.8' COMPLIANCE 15.405 (1 a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5'); (lb) SAS TO FNDN (20' TO 7') USE ADJ. WATER AT ELEV. 13.1' C VARIANCES REQUESTED UNDER BARNSTABLE BOARD OF HEALTH REGULATIONS: PERC FS ART I: SEC. 360-1: ST TO BE 57' FROM EDGE OF WETLAND (43' VARIANCE); SAS TO BE 52' FROM EDGE OF WETLAND (48' VARIANCE) ART II: SEC. 397-2: INSTALLATION OF WELL ON <40,000 EXIST. LEACHING FACILITY PER 2.5Y 6/8 SF LOT; < 100' TO ST (8' VARIANCE), < 150' TO SAS SEPTIC INSPECTION REPORT (#20 HIGH ST.) 132" OBS WATER 12.5' (50' VARIANCE) UNDER 15.202(2): SECOND TH NOT PERFORMED DUE TO SITE CONSTRICTIONS PROP. 0.5 EXIST. BUSHES „ Hip MICROFAST 1 44 ST� SYSTEM ( ) 11.5' NOTES: ET 1 . DATUM IS APPROX. NGVD 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF 2. MUNICIPAL WATER IS NOT AVAILABLE LEACHING FACILITY, DOWN TO 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. � SUITABLE SOILOILLAYER. REPLACE 2S WITH CLEAN MED. SAND. JEPTIC DESIGN: (GARBAGE DISPOSER IS NOT Al I OWFn ) 24� ' PROVIDE APPROX. 40' of DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 -- - 5. PIPE JOINTS TO BE MADE WATERTIGHT. 23 ` 40 MIL LINER AT 5' OFF 2 EXIST 1 -PAti_D Gil -- \_ EDGE SAS IN AREA SHOWN. TOP r �3n A � i. CPD DESIGN FLOW-- DRIVE WI _-- Pq�EMENT AT ELEV. 20.9', BOTTOM 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. �.. 2j�aPox / AT ELEV. 16.9' SEPTIC TANK: 330 GPD 2 = 660 ENVIRONMENTAL CODE TITLE V. '- 6. �, 22) 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT I _ -5"O.a-2 __22 12A5'_ ^USE A MICROFAST 0.5 F SYSTEM (SEE SEPARATE SHEETS) TO BE USED FOR ANC' OTHER PURPOSE. I / / �2 LEACHING: I .. 20 _ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. - - -18 l , �/ PRO-arc K N 9 2(25 + 12.83) 2 (.74) = 112 - - - C.O. APPROz�LI�FE (Slt\FE_ � $j SIDES: 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT #$ 17 _ _ _ ��_ 25 x 12.83 (.74) = INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED >200' BOTTOM: 237 FROM BOARD OF HEALTH. \ �\� � ���- � -' / /16�1 T EXISTING LEACHINC \ -16 DWELLING -EST. / TOTAL: 472 S.F. FggLin - - - ° - / -349 GPD 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM TOP FNDN = 24.2' GAS. T (P P� 1 /_.- (#11 CARLSON) DbvE> - USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR 11 . PROP. SAS IS GREATER THAN 150' FROM ABUTTING WELLS #:LL 15\\ DECK i� �2 _ - EQUAL) WITH 4' STONE ALL AROUND PROP. WELL IS GREATER THAN 100' FROM ABUTTERS' SEPTICS - - - - - / �/_ - / 12. WETLAND FLAGGED BY HAMLYN CONSULTING #6 5 _. EDGE E-OF�IETLANO #4 #3 PROP. � 13. OPERATIONS AND MAINTENANCE AGREEMENT REQUIRED PROP. WORK LIMIT # FOR LIFE OF THE SYSTEM LINE (SILT FENCE) BENCHMARK CORNER BRICK LANDING 14. EFFLUENT TESTING REQUIRED. REFER TO BOARD OF HEALTH ELEV = 24.6' LEGEND APPROVAL LETTER. VACANT 0 100.0 PROPOSED SPOT ELEVATION TITLE LE 5 SITE PLAN o co LOT 2 100x0 EXISTING SPOT ELEVATION OF 27 HIGH STREET OVERGROWN CRANBERRY 39,158 SFt 100 PROPOSED CONTOUR IN THE TOWN OF: BOG 100 - - EXISTING CONTOUR (WEST) B A R N S TA B LE PREPARED FOR: I M M FRED CUSICK I� BOARD OF HEALTH 30 0 30 60 90 it MA APPROVED DATE 220'00' SCALE: 1" = 30' DATE: MARCH 11, 2006 off 508-362-4541 REV. 11/15/O6 (FAST) fax 508 362-9880 down cape engineering, inc. ,`moo ARN5 H A o OJALA H m CIVIL OJALA CIVIL ENGINEERS No. 30792 No. 26348� LAND SURVEYORS ��,�F s - sP S S\0� © R 939 main st. yarmouth, ma 02675 .E., .O 6-O2 9 ARNE H. 0 ALA, S. DATE SYSTEM PROFILE TEST HOLE LOGS TOP FNDN. AT EL. 24.2' NOT TO SCALE) ACCESS COVERS TO WITHIN 6" OF FIN. GRADE ( PROVIDE INSPECTION PORT WITHIN A.H. OJALA, PE ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: 2j 0' MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 23 9' WITNESS: D. DEMERAIS, RS 2" DOUBLE WASHED PEASTONE\ MARCH 3, 2006 RUN PIPE LEVEL DATE: 21.5' FOR FIRST 2' 3' MAX. PERC. RATE _ < 2 MIN/INCH (EXIST) PROPOSED 0.5 RO MICROFAST SYSTEML/f �� 21.12' (SEE DETAILS 20.87 20'9 CLASS i SOILS P# 11232 SEPARATE SHEETS) GAS oo �20 1� o0BAFFLE 20.37' �� 00 0 o 0 20.1 0 d'C� 0 4' AROUND HIGH ST. 6a 00 � � 00 � !� Q ELEV. ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL So 2' 0 0 j 18.1' 23.5 P�� LOCUS COMPACTION. (15.221 [21) 000 DEPTH OF FLOW = 4 ( 3 % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 3 FILL uNsulr. TEE SIZES: INLET DEPTH = 10„ A SECOND TH 14" AND PERC OUTLET DEPTH = LOCATION MAP NTS ��j UNSUIT. WAIVED BY 10YR 4 3 AGENT (LACK SEPTIC TANK 16 D BOX 12 FOUNDATION- 19' ' ' ' LEACI-9NG / of ROOM) FACILITY , 44" ASSESSORS MAP 133 PARCEL 31 5 N B WELL: SDW 252 INSTALL MICROFAST UNIT AS PER MANUFACTURER'S SPECIFICATIONS ZONE: A LFS UNSUIT. ADJ: 0.6' 10YR 4/4 VARIANCES REQUESTED UNDER MAX. FEASIBLE 68" 17.8' COMPLIANCE 15.405 (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5'); (lb) SAS TO FNDN (20' TO 7') USE ADJ. WATER AT ELEV. 13.1' C VARIANCES REQUESTED UNDER BARNSTABLE BOARD OF HEALTH REGULATIONS: PERC FS ART I: SEC. 360-1: ST TO BE 57' FROM EDGE OF WETLAND (43' VARIANCE); SAS TO BE 52' FROM EDGE OF WETLAND (48' VARIANCE) ART II: SEC. 397-2: INSTALLATION OF WELL ON <40,000 EXIST. LEACHING FACILITY PER 2.5Y 6/8 SF LOT; < 100' TO ST (8' VARIANCE), < 150' TO SAS SEPTIC INSPECTION REPORT „ (50' VARIANCE) (#20 HIGH ST.) 132 OBS WATER 12.5' UNDER 15.202(2): SECOND TH NOT PERFORMED DUE TO SITE CONSTRICTIONS PROP."0.5 H EXIST. BUSHES 144" ��C MICROFAST ( ) 11.5' SYSTEM NOTES: `RE�T 1 . DATUM IS APPROX. NGVD 2> 5' REMOVAL OF UNSUITABLE SOIL 2. MUNICIPAL WATER IS REQUIRED AROUND PERIMETER OF NOT AVAILABLE LEACHING FACILITY, DOWN To 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 26� SUITABLE SOIL LAYER. REPLACE SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT Al I OWED ) 2S WITH CLEAN MED. SAND. \� - 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 2�� 1 PROVIDE APPROX. 40' of DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD - - 40 MIL LINER AT 5' OFF - 5. PIPE JOINTS TO BE MADE WATERTIGHT. SAS IN AREA SHOWN. TOP JSE A _3J0 GPD DESIGN FLOW 2`3�XIST� � -PAVED , � _ �- EDGE � 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. AT ELEV. 20.9', BOTTOM �- �2�a ROX DRIVE WI _-- PAVEMENr AT ELEV. 16.9' EPTIC TANK: 330 GPD 2 = 660 ENVIRONMENTAL CODE TITLE V. 36. 1 - 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT - p 22� 5� JSE A MICROFAST 0.5 F SYSTEM (SEE SEPARATE SHEETS) TO BE USED FOR ANY OTHER PURPOSE. I �220� LEACHING: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. -19 / �'`_ PRO��VOf?K LL r�/� 2 25 + 12.83 2 (.74) _ -18 h _ _ \� y/� / LjNE-(SIFT FEN /�a, SIDES: ( ) 112 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT \ �p� ROP. l AP x , INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED C.O. \ / �� 25 x 12.83 (.74) = 237 #8 - -17- _ - - " 1ej1 30TTOM: FROM BOARD OF HEALTH. >200' r I - \� EXISTING �! - /. LEACHING -16 1 _ _ \ DWELLING E�T�� i� 472 S.F. 349 GPD 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM FACILITY � ("1-- - DOTAL: TOP FNDN = 24.2' G,A T . (#11 CARLSON) \\ / r+'�� "OVE) #� 15�� � DECK _ _ _ � , � ..-�2 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR 1 1. PROP. SAS IS GREATER THAN 150 FROM ABUTTING WELLS. EQUAL) WITH 4 STONE ALL AROUND PROP. WELL IS GREATER THAN 100 FROM ABUTTERS SEPTICS 12. WETLAND FLAGGED BY HAMLYN CONSULTING _ - #3 13. OPERATIONS AND MAINTENANCE AGREEMENT REQUIRED PROP. WELL -. EDGE.OF-WETLAND .-- PROP. WORK LIMIT #5 # FOR LIFE OF THE SYSTEM LINE (SILT FENCE) BENCHMARK 14. EFFLUENT TESTING REQUIRED. REFER TO BOARD OF HEALTH CORNER BRICK LANDING ELEV = 24.6' VACANT LEGEND APPROVAL LETTER. 0 100.0 PROPOSED SPOT ELEVATION TITLE 5 SITE PLAN 0 0, 0 `,�° 100x0 EXISTING SPOT ELEVATION OF 27 HIGH STREET LOT 2 0 OVERGROWN CRANBERRY 39,158 SFt 100 PROPOSED CONTOUR IN THE TOWN OF: BOG - 100 - - EXISTING CONTOUR (WEST)`` BARNSTABLE PREPARED FOR: M/M FRED CUSICK BOARD OF HEALTH 30 0 30 60 90 MA APPROVED DATE 220 00 SCALE: 1" = 30' DATE: MARCH 11, 2006 off 508-362-4541 REV. 11/15/O6 (FAST) fax 508 362-9880 ItA OF ittq�s9 N e �a sS c ti down cape engineering, inc. o ARN5 H./� OJALA ARNE yG� aH. CIVIL ENGINEERS ' CIVIL OJALA �,;�' NQ. 30792 No. 26348 LAND SURVEYORS - sS\ A. 06-029 939 main st. yarmouth, ma 02675 ARNE H. 0 ALA, .E., .S. DATE TOP FNDN. AT EL. 24.2' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN /-- ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: A.H. OJALA, PE • 5.0 MINIMUM .75' OF COVER OVER PRECAST �l / WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 23 9, WITNESS: D. DEMERAIS, RS 2" DOUBLE WASHED PEASTONE MARCH 3, 2006 1- RUN PIPE LEVEL DATE: 21.5' FOR FIRST 2' 3' MAX. < 2 MIN INCH (EXIST) PROPOSED 0.5 PERC. RATE _ / MICROFAST SYSTEM 20 87> I 20.g' I Ro& 21.12 (SEE DETAILS CLASS SOILS P# 11232 SEPARATE SHEETS) GAS o� ZO Z' O 0 Al BAFFLE 20.37' ���� oC>o 000 20.1' O 0 a o a o 0 4' AROUND sq �� HIGH Sr. ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL 80 0 0 0 ED �/ ELEV. COMPACTION. (15.221 [2]) o�0 2 0 0 0 0 o00 18.1' 0 23.5 P�� LOCUS DEPTH OF FLOW = 4 TEE SIZES: ( 3 % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED` STONE 3 FILL uNsulr. INLET DEPTH = 10 A SECOND TH OUTLET DEPTH = 14 AND PERC /LFS UNSUIT. WAIVED BY LOCATION MAP NTS AGENT (LACK FOUNDATION- 19' SEPTIC TANK 16' D' BOX 12' LEACI-, NG 1OYR 4/3 FACILI 1 OF ROOM Y 5, 44" ) ASSESSORS MAP 133 PARCEL 31 N INSTALL MICROFAST UNIT AS PER MANUFACTURER'S SPECIFICATIONS B WELL: SDW 252 LFS ZONE: A uNsulr. ADJ: 0.6' ` 68, 10YR 4/4 VARIANCES REQUESTED UNDER MAX. FEASIBLE f 17.8' COMPLIANCE 15.405 (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5'); (lb) SAS TO FNDN (20' TO 7') USE ADJ. WATER AT ELEV. 13.1' C VARIANCES REQUESTED UNDER BARNSTABLE BOARD OF HEALTH REGULATIONS: PERC FS ART 1: SEC. 360-1: ST TO BE 57' FROM EDGE OF WETLAND (43' VARIANCE); SAS TO BE 52' FROM EDGE OF WETLAND (48' VARIANCE) EXIST. LEACHING FACILITY PER Z.SY 6/8 ART II: SEC. 397-2: INSTALLATION OF WELL ON <40,000 SF LOT; ' < 150' TO SAS SEPTIC INSPECTION REPORT < 100 TO ST (8 VARIANCE), (#20 HIGH ST.) ! 132" , (50' VARIANCE) OBS WATER 12.5 UNDER 15.202(2): SECOND TH NOT PERFORMED DUE TO SITE CONSTRICTIONS PROP. 0.5 EXIST. BUSHES MICROFAST 1 44' SYSTEM NOTES S T ( ) 11.5 R�ET 1 . DATUM IS APPROX- INGVD j 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF 2. MUNICIPAL WATER IS NOT AVAILABLE LEACHING FACILITY, DOWN TO t SUITABLE SOIL LAYER. REPLACE 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT.2S - MATH CLEAN MED. SAND. SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT All OWED ) / PROVIDE APPROX. 40' of 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD ?3�XIST- - 1 - \` E PIPE JOINTS TO BE MADE WATERTIGHT. 40 MIL LINER AT 5' OFF -- 2 \_ EDG_ SAS IN AREA SHOWN. TOP USE A 330_GPD DESIGN FLOW - 5 , �... _ _._...._, � _�,,_ r.:.- _� _._. ,_ 2 WELD �� DRIVE WI� - PAVEMENT AT ELEV. 20.9, BOTTOM _ �. l �1iV 7 I Y�l�I I i<JI'3 Ut l r11LJ l C 'BE Tiv AI,-3RDAIVI.,C V'�I 1 h MASS: �.. 2\Pox �� 3g -_ ____AT ELEV. 16.9' _SEPTIC TANK: 330 GPD ( 2 ) = 660 ENVIRONMENTAL CODE TITLE V. 23� 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT \ J - 0. �225'� USE A MICROFAST 0.5 F SYSTEM (SEE SEPARATE SHEETS) I � �Trl TO BE USED FOR ANY OTHER PURPOSE. -19� _ �I<-__ �2 LEACHING: 1 � � PRO �IVO tRK �11T �2 _ 8. PIPE FOR SEPTIC SYSTEM .TO SCH. 40-4 PVC. / uT FENC ) 19� 2(25 + 12.83) 2 (.74) = 112 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ROP. APP X -��� �1�- SIDES: #8 _ ---17- \ C.O. LeiSAS �\ / / ��� ^ 25 x 12.83 .74 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED j / ��6j1 BOTTOM: ( ) = 237 FROM BOARD OF HEALTH. >200• r \ \� EXISTING N/ LEACHING -16 _ _ DWELLING EST. 1,0� / TOTAL: 472 S.F. FACILITY - \ \ TOP FNDN = 24.2' cA� �r (PIMP- .� i. 49 GPD 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM (#11 CARLSON) \ A1D "6VE) ' IJSE (2) 500 GAL. LEACHING CHAMBERS (ACME OR 11. PROP. SAS IS GREATER THAN 150' FROM ABUTTING WELLS #7 15 \ DECK _ - _ 1- �2 , EQUAL) WITH 4' STONE ALL AROUND PROP. WELL IS GREATER THAN 100' FROM ABUTTERS' SEPTICS 14 - - _ #3 12. WETLAND FLAGGED BY HAMLYN CONSULTING PROP. WELL #6 `- - EDGE_OF�lETLANB-... 13. OPERATIONS AND MAINTENANCE AGREEMENT REQUIRED PROP. WORK LIMIT #5 # LINE (SILT FENCE) BENCHMARK FOR LIFE OF THE SYSTEM CORNER BRtCK LANDING 14. EFFLUENT TESTING REQUIRED. REFER TO BOARD OF HEALTH ELEV = 24.6' LEGEND VACANT i APPROVAL LETTER. A 0 100.0 PROPOSED SPOT ELEVATION TITLE 5 SITE PLAN � CO 100x0 EXISTING SPOT ELEVATION OF LOT 2 0) 27 HIGH STREET 39,158 SFt 100 PROPOSED CONTOUR OVERGROWN CRANBERRY IN THE TOWN OF: BOG - 10Q- - EXISTING CONTOUR (WEST) BARNSTABLE PREPARED FOR: M/M FRED CU SI CK ! BOARD OF HEALTH 30 0 30 60 90 2 { APPROVED DATE , MA 20. ;; OO SCALE: 1" = 30' DATE: MARCH 11, 2006 off 508-362-4541 REV. 11/15/06 (FAST) fox 508 362-9880 N�f ZNOFlq ? SSq �p,L A.S��C down cape engineering, inc. ARNIr H. ARNE 'yam �o OJALA H CIVIL ENGINEERS CIVIL OJALA Cn 10. 30792 No. 26348 LAND SURVEYORS 939 main st. yarmouth, ma 02675 RVE�O 06-029 ARNE H. 0 ALA, P.E., . .s. DATE s ...___..,._ i l I SYSTEM PROFILE TEST HOLE LOGS TOP FNDN. AT EL. 24.2 NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN . , ACCESS COVERS TO WITHIN 6" OF FIN. GRADE ( A.H. OJALA, PE ���,� L,�� ( � �.� I2: � U ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: n r 5.0' MINIMUM .75. OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM D. DEMERAIS, RS 23.9 WITNESS: RUN PIPE LEVEL 2" DOUBLE WASHED PEASO E DATE: MARCH 3, 2006 ,,,,• ,., 21.5' FOR FIRST 2' 3' MAX. PERC. RATE _ < 2 MIN/INCH (EXIST) PROPOSED 0.5 b R MICROFAST SYSTEM 20 87' 20 9 CLASS I SOILS P# 11232 �b� 21.12' (SEE DETAILS _ SEPARATE SHEETS) GAS ; BAFFLE 20.37 20.2' oo a O 0 0 (� 0 r 0 20.1 O O Q 0 0 [� Q AROUND sA ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL ao 0 � 0 0 (: Q ELEV. RICH sr. 4' COMPACTION. (15.221 [2]) ��0 2 O O O 0 L� o� 18.1' 0 ' 23.5' ��P�� Locus DEPTH OF FLOW - 3 % SLOPE) ( 1 % SLOPE) " » FILL UNSUIT. g° ( 3/4 TO 1 1/2 DOUBLE WASHED STONE 3» �� TEE SIZES: oP INLET DEPTH = 10" A „ SECOND TH OUTLET DEPTH = 14 LFS AND PERC U LOCATION MAP NTS NSUIT. WAIVED BY AGENT (LACK LEACHING 10YR 4 3 FOUNDATION 19' SEPTIC TANK 16' D' BOX 12' FACILITY 5' 44" / OF ROOM) ASSESSORS MAP 133 PARCEL 31 N INSTALL MICROFAST UNIT AS PER MANUFACTURER'S SPECIFICATIONS B WELL: SDW 252 /�� ZONE: A uNsulT' . ADJ: 0.6' I' 10YR 4/4 68„ VARIANCES REQUESTED UNDER MAX. FEASIBLE 17.8' COMPLIANCE 15.405 (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5'); (lb) SAS TO FNDN (20' TO 7') USE ADJ. WATER AT ELEV. 13.1' C VARIANCES REQUESTED UNDER BARNSTABLE BOARD OF HEALTH REGULATIONS: PERC FS ART I: SEC. 360-1: ST TO BE 57' FROM EDGE OF WETLAND (43' VARIANCE); SAS TO BE 52' FROM EDGE OF WETLAND (48' VARIANCE) ART II: SEC. 397-2: INSTALLATION OF WELL ON <40,000 EXIST. LEACHING FACILITY PER 2.5Y 6/8 SF LOT; < 100' TO ST (8' VARIANCE), < 150' TO SAS SEPTIC INSPECTION REPORT (#20 HIGH ST.) 132" OBS WATER 12.5' (50' VARIANCE) UNDER 15.202(2): SECOND TH NOT PERFORMED DUE TO SITE CONSTRICTIONS PROP. 0.5 EXIST( ). BUSHES » Hip MICROFAST 144 11.5 NOTES: S T� SYSTEM- 1 . DATUM IS APPROX. NGVD 2 j 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN To 2. MUNICIPAL WATER IS NOT AVAILABLE SUITABLE SOIL LAYER. REPLACE 2S WITH CLEAN MED. SAND. SEPTIC DESIGN: (GARBAGE DISPOSER Is NnT Ai I (�wFn ) 3. MINIMUM PIPE PITCH TO BE 1/8 PEF. FOOT. 2Q1 _ PROVIDE APPROX. 40' OF 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 ti DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD 5. PIPE JOINTS TO BE MADE WATERTIGHT. �3 � ` � - -" ��_ 40 MIL LINER AT 5' OFF -- �XIST - ��l �A 1 _ \ _ ED_GE SAS IN AREA SHOWN. TOP USE A 330- GPD DESIGN FLOW { 22 WELD - ' DRIVE WI PAVEMENT AT ELEV. 20.9', BOTTOM 6. CONSTRUC (OIV uEIAILS "10 BE IN ACCORDANCE WITH MASS. �.. .2j�aPox 3 _AT ELEV. 16.9' SEPTIC TANK: 330 GPD ( 2 ) = 660 ENVIRONMENTAL CODE TITLE V. 6 23� 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT -5-Oa2'i22� 5'� USE A MICROFAST 0.5 F SYSTEM (SEE SEPARATE SHEETS) -19 TO BE USED FOR ANY OTHER PURPOSE. <--_ ♦ / / �2 LEACHING: / 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. - - -1 PRO �IO2�F SIT �20 - 2 25 + 12.83 2 .T4 _ 8 - \� p ROP. /� APP\X -T FE ) /�a, SIDES: ( ) ( ) - 112 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 8 - --17- 1\� C.O. \ J / /1�� 25 x 12.83 (.74) INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED # _ BOTTOM. _ FROM BOARD OF HEALTH. \ �\� EXISTING �/ / ��/- � \ -J / /16�1 >200' T LEACHING -16 _ _ _ \ DWELLING Ear. _ /�/ TOTAL: 472 S.F. 349 GPD 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM FACILITY TOP FNDN = 24.2' GAS ST (�P- /. (#11 CARLSON) D COVE) ' USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR 11 . PROP. SAS IS GREATER THAN 150' FROM ABUTTING WELLS #� ' 15�\ � DECK - � ����2 , , EQUAL) WITH 4' STONE ALL AROUND PROP. WELL IS GREATER THAN 100 FROM ABUTTERS SEPTICS 14 _ _\ - - - - _ _ / j3� 12. WETLAND FLAGGED BY HAMLYN CONSULTING PROP. WELL EDGE.OF�vL�tANe 13. OPERATIONS AND MAINTENANCE AGREEMENT REQUIRED PROP. WORK LIMIT #5 #4 LINE (SILT FENCE) BENCHMARK FOR LIFE OF THE SYSTEM CORNER BRICK LANDING 14. EFFLUENT TESTING REQUIRED. REFER TO BOARD OF HEALTH ELEV = 24.6' VACANT LEGEND APPROVAL LETTER. 0 100.0 PROPOSED SPOT ELEVATION TITLE 5 SITE PLAN rn OF 0 100x0 EXISTING SPOT ELEVATION 27 HIGH STREET 100 OVERGROWN CRANBERRY 39,158 SFt • PROPOSED CONTOUR IN THE TOWN OF: BOG 100 - - EXISTING CONTOUR ( WEST)' B A R N S TA B LE LOT 2 PREPARED FOR: M/M FRED CUSICK BOARD OF HEALTH 30 0 30 60 90 MA - APPROVED DATE 22� 00, SCALE: 1 ' = 30' DATE: MARCH 11, 2006 off 508-362-4541 REV. 11/15/06 (FAST) fax 508 362-9880 J down cape engineering, inc. ARNE H. ARNE 'yam o OJALA H. CIVIL ENGINEERS CIVIL OJALA NQ. 30792 No.2634fi348 LAND SURVEYORS �� �F _ 1P D 0 � 939 main st. yarmouth, ma 02675 R 06-029 ARNE H. 0 ALA, .E., . .S. DATE SYSTEM PROFILE TEST HOLE LOGS TOP FNDN. AT EL. 24.2 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN 6" OF FINISH GRADE A.H. OJALA, PE I ACCESS COVER (WATERTIGHT) TO ENGINEER: 5,0 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM D. DEMERAIS, RS 23.9 WITNESS: 2" DOUBLE WASHED PEASTONE� DATE: MARCH 3, 2006 RUN PIPE LEVEL 21.5' FOR FIRST 2' 3' MAX. PERC. RATE _ � 2 MIN/INCH (EXIST) PROPOSED 0.5 MICROFAST SYSTEM ' ROG 21.12 (SEE DETAILS 20.87 0 20'9 CLASS I SOILS P# 11232 SEPARATE SHEETS) GAS CDC> 2O 2' E� E� C� 0 O 0 0 0 "''' BAFFLE �0 0000 00 20.37 0 20.1 0 0 L] 0 4' AROUND HIGH ST. BA I 2 % SLOPE) 6 CRUSHED STONE OR MECHANICAL 0 O a 0 a Q ELEV. 5�0 2' � = = C] 00 � 18.1' 23.5 Pam Locus COMPACTION. (15.221 [21) oo§io 000 I DEPTH OF FLOW = q'� 3 1 FILL UNSUIT. 5°� ( % SLOPE) ( % SLOPE) 3/4 TO 1 1/2 DOUBLE WASHED STONE 3 TEE SIZES: P INLET DEPTH = 10" A SECOND TH OUTLET DEPTH = 14 AND PERC LOCATION MAP NTS LFS UNSUIT. WAIVED BY AGENT (LACK 103 FOUNDATION- 19' SEPTIC TANK 16' D' BOX 12' FACILffY LEACFING 44" YR 4/ of ROOM) ASSESSORS MAP 133 PARCEL 31 5' N B WELL: SDW 252 INSTALL MICROFAST UNIT AS PER MANUFACTURER'S SPECIFICATIONS ZONE: A /LF UNSUIT. ADJ: 0.6' 1OYR 4/4 VARIANCES REQUESTED UNDER MAX. FEASIBLE 68„ 17.8' COMPLIANCE 15.405 (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5'); (lb) SAS TO FNDN (20' TO 7') (,'SE ADJ. WATER AT ELEV. 13.1' C VARIANCES REQUESTED UNDER BARNSTABLE BOARD OF HEALTH REGULATIONS: PERC FS ART I: SEC. 360-1: ST TO BE 57' FROM EDGE OF WETLAND (43' VARIANCE); SAS TO BE 52' FROM EDGE OF WETLAND (48' VARIANCE) ART II: SEC. 397-2: INSTALLATION OF WELL ON <40,000 EXIST. LEACHING FACILITY PER 2.5Y 6/8 SF LOT; < 100' TO ST (8' VARIANCE), < 150' TO SAS SEPTIC INSPECTION REPORT (50' VARIANCE) (#20 HIGH ST.) 132 OBS WATER 12.5' UNDER 15.202(2): SECOND TH NOT PERFORMED DUE TO SITE CONSTRICTIONS PROP. 0.5 EXIST. BUSHES 144" MICROFAST (�) 11.5 NOTES: / 7 S T SYSTEM 1 . DATUM IS APPROX. NGVD' 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF 2. MUNICIPAL WATER IS NOT AVAILABLE \ _ LEACHING FACILITY, DOWN TO 26� _ SUITABLE SOIL LAYER. REPLACE SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT AlI OWED ) 3. MINIMUM PIPE PITCH TO BE 1/8» PER FOOT. 2s \ WITH CLEAN MED. SAND. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 24� ' PROVIDE APPROX. 40' of DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD 23 - - __ 40 MIL LINER AT 5' OFF -- 5. PIPE JOINTS TO BE MADE WATERTIGHT. 2 EXIST - 1 l' -RAVED r _ \-_ _EDGE SAS IN AREA SHOWN. TOP ` ^ 330 GPD DESIGN F � 1` LCT� 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 2 WELD - DRIVE WI __ PAYEMENT AT ELEV. 20.9', BOTTOM _ _AT ELEV. 16.9, 'SEPTIC TANK: 330 GPD 2 = 660 ENVIRONMENTAL CODE TITLE V. 36 - ��23� �` ( ) 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT I - -"0.-12' �22� 5� USE A MICROFAST 0.5 F SYSTEM (SEE SEPARATE SHEETS) TO BE USED FOR ANY OTHER PURPOSE. / / 2 LEACHING: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. ***X�� PRO �/02}\ �2� - 2(25 + 12.83) 2 (.74) = 112 /� / u �T FENC ) SIDES: 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT \ 10� ROP. AP X 1a' #$ - _17_ C.O. �� / �� 25 x 12.83 (.74) = 237 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED � BOTTOM: FROM BOARD OF HEALTH. >200' T _ - \ \\\ EXISTINGZEST. �1 LEACHING -16 \ DWELLING ��T�o� _ // TOTAL: 472 S.F. 349 GPD 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM FACILITY - \�\ TOP FNDN = 24.2' GAS T (P P- .� /. (#11 CARLSON) = "� /2 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR 11 . PROP. SAS IS GREATER THAN 150' FROM ABUTTING WELLS 15 \ DECK _ _ _ , PROP. WELL IS GREATER THAN 100' FROM ABUTTERS' SEPTICS #7 ♦ \ _ _ _ _ _ _ _ / �� I_QUAL) WITH 4 STONE ALL AROUND / 12. WETLAND FLAGGED BY HAMLYN CONSULTING PROP. WELL #6. - _. EDGE.OF�LAND-- # #3 13. OPERATIONS AND MAINTENANCE AGREEMENT REQUIRED LLL PROP. WORK LIMIT #5 FOR LIFE OF THE SYSTEM LINE (SILT FENCE) BENCHMARK 14. EFFLUENT TESTING REQUIRED. REFER TO BOARD OF HEALTH CORNER BRICK LANDING ELEV = 24.6' VACANT LEGEND APPROVAL LETTER. 0 100.0 PROPOSED SPOT ELEVATION TITLE 5 SITE PLAN o a, 100x0 EXISTING SPOT ELEVATION OF 27 HIGH STREET LOT 2 39,158 SFt PROPOSED CONTOUR OVERGROWN CRANBERRY MO THE TOWN OF: BOG - 100 - - EXISTING CONTOUR (WEST) B A R N S TA B LE PREPARED FOR: M/M FRED CU SI CK BOARD OF HEALTH 30 p 30 60 90 MA 22p Op, SCALE: DATE: APPROVED DATE 1" = 30' MARCH 11, 2006 off 508-362-4541 REV. 11/15/06 (FAST) fax 508 362-9880 ���cH OF�SS9o�1agsU� down cape engineering, o� . .inc. ARNE H o OJALA ARNE CIVIL ENGINEERS CIVIL OJALA �"��'� No. 30792 No. 26348 LAND SURVEYORS L5 - v G� F cs S E \ � '� S S\ ` D RV J /� O 6-O2 9 939 main st. yarmouth, ma 02675 ARNE H.-MLA, .E., S. DATE i { R SYSTEM PROFILE TEST HOLE LOGS 4 . TOP FNDN. AT EL. 24.2 ACCESS COVERS TO WITHIN 6" OF:FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN 6" OF FINISH GRADE A.H. OJALA, PE ACCESS COVER (WATERTIGHT) TO ENGINEER: MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM WITNESS: D. DEMERAIS, RS \ 23.9 } 2" DOUBLE WASHED PEASTONE DATE: MARCH 3, 2006 RUN PIPE LEVEL 21 5' FOR FIRST 2' < 2 MIN/INCH (EXIST) PROPOSED 1500 rp 3 MAX. PERC. RATE _ I GALLON SEPTIC 20.8T 20.9' CLASS I SOILS P# 11232 21.12' TANK (H- 10 ) GAS BAFFLE 20.2' og r 0 0 0 0 a o 1 o o� I 20. 7' �� 0 20.1' p p Q p p p p C] p o 4' AROUND 1 ELEV. HIGH ST. 6A ( 2 X SLOPE) �6" CRUSHED STONE OR MECHANICAL go 0 0 0 0 0 Cl a o„ Q 2 a = ao O DOaa o 18.1 23.5 J�� LOCUS COMPACTION. (15.221 [2]) `�o � o DEPTH OF FLOW 4' 3 1 FILL UNSUIT. yy� l• ( % SLOPE) ( % SLOPE) 3/4 TO 1 1/2 DOUBLE WASHED STONE 3 0� x TEE SIZES: INLET DEPTH = 10" A SECOND TH OUTLET DEPTH 14" AND PERC LFS uNsulr. WAIVED BY LOCATION MAP NTS 1 > AGENT (LACK LEACHING 10YR 4 3 ASSESSORS MAP 133 PARCEL 31 FOUNDATION 19' SEPTIC TANK 16' D' BOX 12' FACILITY 44" of Roots) 14�* 5 ' ".. B WELL: SDW 252 N LFS ZONE: A uNsulT• ADJ: 0.5' 68" 10YR 4/4 VARIANCES REQUESTED UNDER MAX. FEASIBLE 17•$ COMPLIANCE 15.405 (1a): REDUCTION IN SETBACK, SAS I TO LOT LINE (10' TO 5'); (lb) SAS TO FNDN (20' TO 7') USE ADJ. WATER AT ELEV. 13.1' C VARIANCES REQUESTED UNDER BARNSTABLE BOARD OF a _ HEALTH REGULATIONS: PERC ART I: SEC. 360-1: ST TO BE 57' FROM EDGE OF . FS WETLAND (43' VARIANCE); SAS TO BE 52' FROM EDGE OF WETLAND (48' VARIANCE) ART II: SE' 397-2: INSTALLATION OF WELL ON <40,000 EXIST. LEACHING FACILITY PER 2.5Y 6/8 SF LOT; < 100' TO ST (8' VARIANCE), <150' TO SAS SEPTIC INSPECTION REPORT 132" (50' VARIANCE) r ( 20 HIGH ST.) oes WATER 12.5 UNDER 15.202(2): SECOND TH NOT PERFORMED DUE TO 1 SITE CONSTRICTIONS R n• EXIST. BUSHES " (m,) 144 11.5' NOTES: . � y y i_0 ; Gy S \��rR`F�r REMOVAL oo UNSUITABLE of APPROX: NGVD SUITABLE SOIL LAYER. REPLACEN TO 1. DATUM IS LEACHING _SEPTIC DESIGN: (CARBAGE DISPOSER IS NOT AI I ) '�" ^�^AL WATER IS ^in e I NTH CLEAN MED. SAND. __ _ �CE�� �. ,LINK. R _T AV, IABL- h PROVIDE APPROX. 40' OF _ DESIGN FLOW: _3 BEDROOMS ( 110 GPD) = 330 GPD 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. ' - _ 40 MIL LINER AT 5' OFF / xlsr` -- PAS , yY EDGE sns IN AREA SHOWN. roP USE A 330 GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS 10 BE AASHO H- 10 22 WELD DRIVE WI E PAVEM AT ELEV. 20.9', BOTTOM �. \A Rox €NT AT ELEV. 1s.s' SEPTIC TANK: 330 GPD 2 = 6160 5. PIPE JOINTS TO BE MADE' WATERTIGHT. 2� ---_ -- -- -. 36 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. _195'� USE A 1500- GALLON SEPTIC TANK ENVIRONMENTAL CODE TITLE V. �)Zf. ��-__ I� ♦ / ^ ` / �220� LEACHING: 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT i 18 \� y/� / U�IESI>`T FE ) /N9- SIDES: 2(25 + 12.83) 2 (.74) = 112 TO BE USED FOR ANY OTHER PURPOSE. \ �p ROP. APP x �a 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. -- -17- \ C.O. ,f'�\ / �\ i / ��� 25 x 12.83 (.74) - ;� i - 237 BOTTOM: >200' r _ \ \\\ EXISTING / '�L- / \ i �� 1 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT LEAGiING -16 _ _ \ DWELLING -E T / i/ TOTAL: 472 S.F. 34�9 GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FACILITY TOP FNDN 24.2' _ GA T (P P- -� !• FROM BOARD OF HEALTH. (III CARLSON) - \\\ _ E) USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR 15 \ DECK _ _ b� #2 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM #7 EQUAL) WITH 4' STONE ALL AROUND 11. PROP. SAS IS GREATER THAN 150' FROM ABUTTING WELLS • - / #3 PROP. WELL IS GREATER THAN 100' FROM ABUTTERS' SEPTICS PROP. WELL EDGE•O�WETI_ANB--; -� i � PROP. WORK LIMIT #5 12. WETLAND FLAGGED BY HAMLYN CONSULTING + LINE (SILT FENCE) BENCHMARK .- CORNER BRICK LANDING LEGEND i ELEV 24.6 VACANT TITLE 5 SITE PLAN 0 100.0 PROPOSED SPOT ELEVATION OF o 27 HIGH STREET 100x0 EXISTING SPOT ELEVATION LOT 2 ""` rn IN THE TOWN OF: 39,158 SFt 100 PROPOSED CONTOUR � OVERGROWN CRANBERRY ( WEST) B A R N S T A B L E BOG - - 100 - - EXISTING CONTOUR PREPARED FOR: M/M FRED CUSICK 30 p 30 60 90 BOAIRD OF HEALTH 22 APPROVED DATE MA SCALE: 1" = 30' DATE: MARCH 11, 2006 00 off 508-362-4541 fax 508 362-9880 'A A�M� ��N OF down nape engineering, inc. AI2N ' o��ARNE H. CIVIL ENGINEERS o A•IJ1 CIVIIL No. 3+40 No. 397 LAND SURVEYORS ISTf I/-L . 939 main st. yarmouth, ma 02675 1. ,, OF)-029 �l` H. OJALA, L.S. DATE e'i TOP FNDN. AT EL. 24.2' SYSTEM PROFILE TEST HOLE LOGS . , ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN A.H. OJALA, PE ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM / 23 9, D. DEMERAIS, RS WITNESS: 2" DOUBLE WASHED PEASTONE MARCH 3, 2006 RUN PIPE LEVEL DATE: 21.5' FOR FIRST 2' 3' MAX. PERC. RATE _ � 2 MIN/INCH (EXIST) PROPOSED 0.5 ,pOG MICROFAST SYSTEM 2O 87' 21.12' (SEE DETAILS 20 9 CLASS I SOILS P# 11232 >F GAS _4:, .- SEPARATE SHEETS) BAFFLE o�o0 20.2' o00 0 0 0 0 0 E- o00 20.37 0 20.1 Q D Q 0 ( 0 4' AROUND HIGH ST. sA ( 2 % SLOPE) 6" CRUSHED STONE OR MECHANICAL 0 0 0 0 „ Q ELEV. R0 2' DDOD 0 0 � � 0 18.1' 23.5 �� Locus COMPACTION. (15.221 [2]) 00�50 000 .3' DEPTH OF FLOW = 4' 3 1 FILL UNSUIT. ( % SLOPE) ( % SLOPE) 3/4 TO 1 1/2 DOUBLE WASHED STONE 3" TEE SIZES: INLET DEPTH = 10„ A SECOND TH OUTLET DEPTH = 14' AND PERC LOCATION MAP NTS /LFS UNSUIT. WAIVED BY AGENT (LACK FOUNDATION 19 SEPTIC TANK 16' D' BOX 12' LEACFING 1OYR 4/3 OF ROOM) ASSESSORS MAP 133 PARCEL 31 FACILITY 5' 44 N B WELL: SDW 252 INSTALL MICROFAST UNIT AS PER MANUFACTURER'S SPECIFICATIONS ZONE: A /L j UNSUIT. ADJ: 0.6' 10YR 4/4 VARIANCES REQUESTED UNDER MAX. FEASIBLE 68" 17.8' COMPLIANCE 15.405 (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5'); (lb) SAS TO FNDN (20' TO 7') USE ADJ. WATER AT ELEV. 13.1' C VARIANCES REQUESTED UNDER BARNSTABLE BOARD OF HEALTH REGULATIONS: PERC FS ART 1: SEC. 360-1: ST TO BE 57' FROM EDGE OF WETLAND (43' VARIANCE); SAS TO BE 52' FROM EDGE OF WETLAND (48' VARIANCE) ART II: SEC. 397-2: INSTALLATION OF WELL ON <40,000 EXIST. LEACHING FACILITY PER 2.5Y 6/8 SF LOT; < 100' TO ST (8' VARIANCE), < 150' TO SAS SEPTIC INSPECTION REPORT (#20 HIGH ST.) 132 OBS WATER 12.5' (50' VARIANCE) UNDER 15.202(2): SECOND TH NOT PERFORMED DUE TO SITE CONSTRICTIONS PROP. 0.5 ti EXIST. BUSHES 144" ,MICROFAST (�) 11.5 N OTES: _ S SYSTEM - 1 . DATUM IS \`RE APPROX. NGVD '' ET 5' REMOVAL OF UNSUITABLE SOIL 2. MUNICIPAL WATER IS NOT AVAILABLE �r�\ REQUIRED AROUND PERIMETER OF 26 i LEACHING FACILITY, DOWN TO „ 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND. _SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT Al I OWED ) 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 ?4 PROVIDE APPROX. 40' OF DESIGN FLOW: -3 BEDROOMS ( 110 GPD) = 330 GPD - - , 40 MIL LINER AT 5' OFF - 5. PIPE JOINTS TO BE MADE WATERTIGHT. �3�XIST� - ' l' PAVED , _ _\_ EDGE SAS IN AREA SHOWN. TOP n 330 GPD DESIGN FLOW - 2 Wes' - 1` DRIVE W► PAYMENT AT ELEV. 20.9', BOTTOM 6. CONSTRUCTION DETAILS I`0 BE IN ACCORDANCE WITH MASS. �. \AP ROX AT ELEV. 16.9' SEPTIC TANK: 330 GPD 2 = 660 ENVIRONMENTAL CODE TITLE V. - -5 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT �22� 5'� IiSE A MICROFAST 0.5 F SYSTEM (SEE SEPARATE SHEETS) TO BE USED FOR ANY OTHER PURPOSE. -19 /- �'c___ / �220� LEACHING: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. PRo��ro� Pmlr�j� 2(25 + 12.83) 2 ( ) 112 ROP. r APP x��LI E�SILT FEN /1�, SIDES: 74 = 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT C.Q. \ / / INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED I 25 x 12.83 (.74) = 237 #$ - -17- - _ �i sA BOTTOM: FROM BOARD OF HEALTH. >200' T - - \ \\ EXISTING - / /N �1 LEACHING -16 DWELLING EST.P� // TOTAL: 472 S.F. 349 GPD 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM FACILITY - \�\ TOP FNDN = 24.2' GAS T (P P- /.. (#11 CARLSON) �D "6VE) ` USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR 11 . PROP. SAS IS GREATER THAN 150' FROM ABUTTING WELLS #� 15�� DECK - - _ , / �2 AROUND PROP. WELL IS GREATER THAN 100' FROM ABUTTERS' SEPTICS - / �/. EQUAL) WITH 4 STONE ALL 12. WETLAND FLAGGED BY HAMLYN CONSULTING PROP. WELL #6 E E.OF�PETLANB _-_ _� #3 13. OPERATIONS AND MAINTENANCE AGREEMENT REQUIRED PROP. WORK LIMIT #5 #4 FOR LIFE OF THE SYSTEM LINE (SILT FENCE) BENCHMARK 14. EFFLUENT TESTING REQUIRED. REFER TO BOARD OF HEALTH CORNER BRICK LANDING ELEV = 24.6' VACANT LEGEND APPROVAL LETTER. 0 100.0 PROPOSED SPOT ELEVATION TITLE 5 SITE PLAN o � 100x0 EXISTING SPOT ELEVATION OF 27 HIGH STREET LOT 2 39,158 SFf 100 PROPOSED CONTOUR OVERGROWN CRANBERRY IN THE TOWN OF: BOG - - - 10 0 - - EXISTING CONTOUR (WEST)` BARNSTABLE PREPARED FOR: M/M FRED CUSICK BOARD OF HEALTH 30 0 30 60 90 MA 220 Op, SCALE:APPROVED DATE 1" = 30' DATE: MARCH 11, 2006 off 508-362-4541 REV. 11/15/O6 (FAST) fox 508 362-9880 OFM gssq �JJ kOFrA�s^ oy o� ARNR H. c down cape engineering, Inc. / OJALA ARNE o yGa CIVIL ENGINEERS CIVIL OJALACn �. No. 30792 Q- No. 26348 LAND SURVEYORS �' - P G�s� s � \ a s szz � armouth ma 02675 R� 939 main st. 06-029 Y ARNE H. 0 ALA, .E., . .S. DATE