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Home My WebLink About0009 LAUREL AVENUE - Health 9 LAUREL AVENUE Centerville A = 226 — 075 I � P�opz►+e rosy Barnstable Town of Barnstable . �. . , (' BARiASS. MASS. E, : Board of Health 9 �m AID MAC A' 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi June 30, 2015 Mr. David and Ms. Elizabeth McCormick 226 Old Lancaster Road Sudbury, MA 01776-2212 RE: Sampling of Wastewater Effluent from your Innovative/Alternative (MicroFAST) System at 9 Laurel Avenue, Centerville Dear Mr. and Ms. McCormick, 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 (MicroFAST system/remedial approval) at 9 Laurel Avenue, Centerville. A public hearing was held before the Board of Health on June 9, 2015. The Board has received the report of eight test results with an average Total Nitrogen level of 15.26 mg/liter. This permission is granted with the following conditions: ❖ The wastewater effluent shall continue to be tested once perms. ❖ Operation and Maintenance Inspections shall be conducted on a regular basis in accordance with MA DEP Regulations. SZncey, W1 er, . ., airman BF HEALTH Cc: Barnstable County Health Department Q:\WPFILES\IA Monitoring Adj McCormick 9 Laurel Ave Jun2015.doc t BOH 6/9/15 David and F 'zabeth McCormick �9 Laur,A e, Centerville MA 223=0T5—'� Town Permit#2013-061 Remedial AP Deeded 3 bedroom Lot size .11 Microfast .5 and pressure distribution system(SAS reduced 25%) Zoning- CBDCV Per BOH 3/27/12 Quarterly O+M with effluent testing for pH, BOD5, TSS, TKN,Nitrate, Ammonia Recommendation: Lab testing reduction to once per year Also only need effluent in future Summary 8 Test results for effluent (quarterly for 2 years) 4/20/15 -TN 7.69 mg/L 12/12/14 -TN 11.81 mg/L 10/14/14 -TN 12 mg/L 7/18/14 -TN 40 mg/L Nitrate 40 mg/L -3/27/14 -TN 9.62 mg/L 1/30/14 -TN 14.83 mg/L 9/27/13 -TN 21.12 mg/L >19 mg/L 6/21/13 -TN 5.02 mg/L I , 44 Commercial Street Raynham,MA 02767 Tel: (508)880-0233 Fax: (508)880-7232 July 30,2013 Ms. Maura McCaw 151 Coolidge Avenue Apt. 707 Watertown,MA 02472 Reference: FAST'Wastewater Treatment System- Serial Number: 0205544 Dear Ms. McCaw; Attached please find the Field Inspection& Service Report and test results(as required) for services performed on 6-21-13 at your property located at 9 Laurel Avenue, Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures _{ I) I r t.;w��l:.s^:•:+.Y-_•i.:�.�t 1 11.0 0 R V 0 RAT E D 8460 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsite(a,)biomicrobics.com, www.biomicrobles.com, 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST System ,INSTALLATION AUTHORIZED SERVICE PROVIDER:, Installation Address: 9 Laurel Avenue Name:wastewater Treatment Services,Inc. Centerville,MA 02632 Owner Name:Maura McCaw _ ........... _ Mail Address: 151 Coolidge Avenue Mail Address: 44 Commercial Street Watertown,MA02472 Raynhvn,MA 02767 Phone:617-678-7150 Fax: a-mail: Phone:(508)880-0233 Fax:(508)880-7232 e-mail, INSTALLATION MFOI;MATION Model No. Serial No. Date of Installation Date of last pump out MicroFAST.5 0205544 3/5/2013 EQUIPMENT,:. :YES __NO VMAIN[GNANCE PERFORMEDANQ COMMENTS Electrical Panel(s) ......_........__--................... Visual Alarm Operating x Audio Alarm Operating x (if present) ...-....... Blower(s) Air Inlet Filter Clean x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x Treatment unit(s) Unusual Odor x Pumpout Required x Primary Settling Zone " Aerobic Treatment Zone EFRLUENT(optional) LIFSIT RESULT Estimated Daily Flow 330 gpd pH(Standard Units) ---------------_..... .........__. .......,.._.. _...._....... Color Clear Temperature Odor Earthy Comments;---~_.,.__. SERVIGEDATE:. Michael P.Dillen 6.21.13 Environmental Chemistry Environmental Services Site Assessment CA� r�� Site Sampling Quality Assurance Services Analyticallance Data Auditing G 0 R P O R1 0 N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 06/28/2013 Raynham, MA 02767 ORDER#: G1358135 COLLECTED BY: M.Dille» SAMPLE DATE: 6/21/2013 TIME: 8:00 DATE RECEIVED: 6/21/2013 LOCATION: 9 Laurel Ave. Centerville,MA SAMPLE ID: McCaw Effluent Grab (0205544) DESCRIPTION: WATER RES LTS O]F ANALY IS A�..?g- �' 1 :�U�1�� .S � r ✓ y,� �°r. � `s' f � �.E � �x k.f F�'` 3 'd t��. i.?t 1.v f b r� � �` x. ♦ .._� � q r� _t � t -: .s ct :4�}. � t�' r'b x x.:: i 4 �, -F i 7�5.3�f i+s v�� rlr.t•�y �c�Y>g l��trY�- tr� . Test Parameters LAB-IDN: 1358135-02 Ammonia,Nitrogen 350.1 EPA 350.1 06/24/2013 mg/L 0.10 0.72 BOD _ SM 5210B 06/21/2013 mg/L 4 16.1 ___-- .-._.._. _____. ..._.._..._-._._ Kjeldahl,Nitrogen EPA 351.2 06/26/2013 tng/L 0.5 2.75 Nitrate,Nitrogen 4110B SM 4110 B 06/21/2013 mg/L 0.1 2.27 pH SM 4500 H+B 06/21/2013 S.U. 0-14 6.7 Solids,Suspended ISM 2540 D. 1 06/25/2013 tng/L 4 14.0 NA=Not Applicable ND=Not Detected Approved B3. __ �_D�alLessThan L b . anager te '*' Detection Limit Limit RECEIVED Jul, 0 3 2013 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page 2 of 2r N Environmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services AnalyticalC— A� ance Data Auditing G O R V O R Q N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 06/28/2013 Raynham, MA 02767 ORDER#: G1358135 COLLECTED BY: M.Dillen SAMPLE DATE: 6/21/2013 TIME: 8:00 DATE RECEIVED: 6/21/2013 LOCATION: 9 Laurel Ave. Centerville,MA SAMPLE ID: McCaw Influent Grab(0205544) DESCRIPTION: WATER RESULTS OF ANALYSIS Ff9,zs S .:ri hJ�tn hr,3 H �41 }ter, ry'S sj j:., r,,.tt y�.'•c� �•,{r"G"jf:., �- faa ast t 'ri .^"C-�'� t 1 `x�" a � :. Yr Test Parameters LAB-11)4: 1358135-01 Ammonia,Nitrogen 350.1 EPA 350.1 06/24/2013 mg/L 0.10 11.4 BOD SM 5210B 06/21/2013 mg/L 4 17.5 Kjelda_hl,Nitrogen EPA 351.2 06/26/2013 mg/L 0.5 17.5 Nitrate,Nitrogen 4110B SM 4110 B 06/21/2013 mg/L 0.1 0.59 pH SM 4500 H+B 06/21/2013 S.U. 0-14 7.8 Solids,Suspended SM 2540 D 1 06/25/2013 mg/L 1 4 34.0 RECEIVED JUL 0 3 2013 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page 1 of 44 Commercial Street Raynham,MA 02767 Tel; (508)880-0233 Fax: (508)880-7232 November 13, 2013 Ms. Maura McCaw 151 Coolidge Avenue. Apt. 707 Watertown, MA 02472 Reference: FAST'Wastewater Treatment System - Serial Number: 0205544 Dear Ms. McCaw: Attached please find the Field Inspection& Service Report and test results (as required) for services performed on 9/27/13 at your property located at 9 Laurel Avenue, Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services,Inc. Service Department Enclosures 8450 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsiteta'7.biomicrobics.com,www.blomicrobics.com, 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST'System TNSTALLATTON AU IHORIZED SERVICE PROVIDER`. Installation Address: 9 Laurel Avcnue - Name:wastewater Treatment Services,Inc. Centerville,MA02632 Owner Name:Maura McCaw Mail Address: 151 Coolidge Avenue Mail Address: 44 Commercial Street Watertown,MA 02472 Ra}rrham,MA 02767 Phone:617-678-7150 Fax: a-mail: Phone:(508)880.0233 Fax:(508)880-7232 e-mail: INSTALLATION INFORMATION Model No. Serial No. Date of installation Date of last pump cut _...._..._...__._..__...__.... ---- - ... ............... Microl,'AS'r,5 0205544 3/5/2013 I QU[PMENT i YES: NO MAINTENANCE PERFORMPD�ND COMIv1EN CS Electrical Panel(s) ----._._.._....- Visual Alann Operating x Audio Alarm Operating x (if present) Blower(s) Air Inlet Filter Clean x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x 'treatment unit(s) Unusual Odor x Pumpout Required x Primary Settling Lone 8" _. Aerobic Treatment Zone 8" ];T?1?LUEi�tT(ophonal) LIi111T RE$TJLT -: Estimated Daily Flow 330 gpd pH(Standard Units) _,.._...... -_._.- Color Clear Temperature Odor. Earthy Comments, _. ..._ TECHNICIAN SCRVIGEDATE Michael Oliveira - - 9/27/13 v Environmental Chemistry Environmental Services Site Assessment ,A.nalytlCal&,' Balance Site SAmplh►g Quality Assurance ServicesDataAuditing C 0 R 4' U R ' 1 0 N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 10/08/2013 4 Commercial Street Raynham, MA 02767 ORDER#: G1361536 COLLECTED BY: M. Oliveira SAMPLE DATE: 9/27/2013 TIME: 13:30 DATE RECEIVED: 9/27/2013 LOCATION: 9 Laurel Ave. Centerville,MA SAMPLE ID: Maura McCaw Influent Grab DESCRIPTION: WATER RESULTS OF ANALYSIS Parameter Analytical 17ate .; Uruts Det Result Ivlethod;: Analyzed L1mit# Test Pammetem 1.An-1Da: 1361536.01 Ammonia,Nitrogen 350.1 EPA 350.1 10/02/2013 mg/L 0.10 0.44 BOD SM 5210B 10/02/2013 mg/L 4.0 85.7 ... . .. _.......__. ......._-.-......_. --._... ...._._.--.._.__ .....-..._.. .._.-... Kjeldahl,Nitrogen EPA 351.2 10/07/20H mg/L 2.50 8.97 Nitrate,Nitrogen 41 I0B SM 4110 B 09/27/2013 rng/L. 0.50 ND pH SM 4500 H+B 09/27/2013 S.U. 0-14 6.6 Solids,Suspended SM 2540 D 10/02/2013 mg/L 4 145 R ECE'VED OCT 10 2013 Page 1 of � Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Environmental Chemistry Environmental Services Site Assessment � � Site Sampling Quality Assurance Set-vices Anal vices y 1 Gt anc DAN Auditing C: O R/ �� a��1C� V O R .. A T 1 n N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/08/20I3 Raynham, MA 02767 ORDER#: G1361536 COLLECTED BY: M. OIiveira SAMPLE DATE: 9/27/2013 TIME: 13:30 DATE RECEIVED: 9/27/2013 LOCATION: 9 Laurel Ave.Centerville,MA SAMPLE ID: Maura McCaw Effluent Grab(205577) DESCRIPTION: WATER RESULTS Or ANALYSIS Parameter ". lyt Ai►a ►cl Date Umts Det Resttlt Method: Analyzed L►►nit* .. . .. Test Parameters LAB-BM: 1361536-02 Ammonia,Nitrogen 350.1 EPA 350.1 10/02/2013 mg/L 0.10 ND BOD SM 521 OB 09/27/2013 mg/L 4.0 <4.0 -- ........:......__ .._._..........._.._....._.._.. .._......... ....._...___..._._ Kjeldahl,Nitrogen EPA 351.2 10/07/2013 ►ng/I, 0.50 0.52 Nitrate,Nitrogen 41 1OB SM 4110 B 09/27/20I3 mg/L 0.50 20.6 pH SM 4500 H+B 09/27/2013 S.U, 0 l4 7.6 Solids,Suspended SM 2540 D 10102l2013 mg/L 4 5.0 NA=Not Applicable pp ND=Not Detected Approved By- < = Lcss Than b Manage / Date Detection Limit RECEIVED OCT 10 2013 PAgC 2 Of 2 Analytical Balnace Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 44 Commercial Street Raynham,MA 02767 Tel: (508)880-0233 Fax: (508)880-7232 March 25, 2014 Mr, David McCormick 226 Old Lancaster Road Sudbury,MA 01776 Reference: FAST®Wastewater Treatment System- Serial Number: 02055.44 Dear Mr. McCormick: Attached please find the Field Inspection & Service Report and test results (as required) for services performed on 1/30/14 at your property located at 9 Laurel Avenue, Centerville,MA. Please call if you have any questions or require additional information. Sincerely, 6�7iteaiite�r�`��reo Wastewater Treatment Services, Inc. Service Department Enclosures t It 0 0 A P 0 N A T E 0 8450 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707, Fax 913-422-0808 e-maTonsite .biomicrobics.com,www.biomicrobics.com, 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST'System INSTALLATION AUTHORIZED SERVICE PROVIDER -..,......_ —..-..-...._...... Installation Address: 9 Laurel Avenue Name:NastewaterTreatment Services,Inc. Centerville,MA 02632 Owner Name:David McCormick Mail Address: 226 Old Lancaster Road Mail Address: 44 Commercial Street Sudbury,MA 01776 Raynham,MA 02767 Phone: Fax: e-mail: Phone:(508)880.0233 Far:(508)880.7232 e-mail: INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pump out ........_..... ...._._._._ ...-..._......._. ........._...._.. . -...- .-... ..._ MicroFAST.5 0205544 3/5/2013 E UIPMNT.:'.`:;.`:: YES NO MAINTENANCE PERFORMED AND COMMEN"l'S Q Electrical Panel(s) Visual Alarm Operating x ................... Audio Alarm Operating x (if present) Blower(s) Air Intel Filter Clean x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x I-.-..------------------. ....-..- 'ri-eatment unit(s) Unusual Odor x Pumpout Required x Primary Settling Zone Aerobic Treatment Zone ERrLUENT'(olitiwiAl) LIDIIT RESULT Estimated Daily Flow 330 gI)d - ..._._..-._...__..__......__._........._........ ......._...__.................... pH(Standard Units) ................................................ ------------- Color Clear Temperature Odor Earthy Comments: TECHNICIAN RVICE DATE Michael Oliveira U30/14 r - 7 Environmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services Ana�r yY ical Ba1mce Data Auditing G O It'P O R A T 1 O N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 02/13/2014 4 Commercial Street Raynhanl, MA 02767 ORDER#: G1464577 COLLECTED BY: M.Oliveira SAMPLE DATE: 1/30/2014 TIME: 14:00 DATE RECEIVED: 1/31/2014 LOCATION: 9 Laurel Ave., Centerville,MA SAMPLE ID: Influent Grab(205544) DESCRIPTION: WATER RESULTS OF ANALYSIS r Test Parameters LAB-iD#: 1464577.01 Ammonia,Nitrogen 350,1 EPA 350.1 02/04/2014 ing/L 0.10 8.90 BOD SM 5210B 01/31/2014 mg/L 4.0 9.7 Kjeldahl,Nitrogen EPA 351.2 02/06/2014 mg/L 2.50 10.1 Nitrate,Nitrogen 4110B SM 4110 B 01/31/2014 mg/L 0.50 ND PH SM 4500 H+B^ 01/31/2014 S.U. 0-14 7.8 Solids,Suspended SM 2540 D 02/03/2014 mg/L 4 49.5 Analytical Balance Co)p., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Page 1 of2 Iti I Environmental Chemistry Environmental Services Site Assessment Balance Site Sampling Quality Assurance Services Analytical v Balance Data Auditing C: O R P O R A 'r I O N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 02/13/2014 4 Commercial Street Raynham, MA 02767 ORDER 9: G1464577 COLLECTED BY: M.Oliveira SAMPLE DATE: 1/30/2014 TIME: 14:00 DATE RECEIVED: 1/31/2014 LOCATION: 9 Laurel Ave., Centerville,MA SAMPLE ID: Effluent Grab(205544) DESCRIPTION: WATER RESULTS OF ANALYSIS Test Peirt `neters LAQ•ID#: 4 5 7' 1 Ammonia,Nitrogen 350.1 EPA 350.1 02/04/2014 mg/L 0.10 ND BOD SM 5210B 01/31/2014 mg/L 4.0 <4.0 Kjeldahl,Nitrogen EPA 351.2 02/06/2014 nig/L 0.50 0.93 Nitrate,Nitrogen 4110B SM 4110 B 01/31/2014 mg/L 0.50 _ 13.9 PH — SM 4500 H+B 01/31/2014 S.U. 0-14 7.7 Solids,Suspended SM 2540 D 02/03/2014 nig/L 4 10.0 Timoth A '""°"T NA=Not Applicable Begley � �8 y . •�,N."n°,r°j"" u,= ND=Not Detected Approved By: g Y <' = Less Than Lab Managcr / Date *' = Detection Limit Page 2 of 2 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 I'll:508-946-2225 44 Commercial Street Raynham,MA 02767 Tel: (508)880.0233 Fax: (508)880-7232 May 19, 2014 Mr. David McCormick 226 Old Lancaster Road Sudbury, MA 01776 Reference: FAST® Wastewater Treatment System- Serial Number: 0205544 Dear Mr. McCormick: Attached please find the Field Inspection& Service Report and test results(as required) for services performed on 3/27/14 at your property located at 9 Laurel Avenue, Centerville,MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services,Inc. Service Department Enclosures x � r � e s 7 LGsr'±.Y334' I m C O R V O R A T E O 8450 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsitena.biomicrobics.com,www.biomicrobics.com, 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Micf obics Single Home FAS7'System INSTALLATION AUTHORIZED SERVICE PROVIDER - - ..._.....__._...........................- -....__._... - _-_...- Installation Address: 9 Laurel Avenue Name:Wastewater Treatment Services,Inc. Centerville,MA 02632 OwncrName:David McCormick Mail Address: 226 Old Lancaster Road Mail Address: 44 Commercial Street Sudbury,MA O1776 Ra}mham,MA 02767 Phonc: Fax: a-mail: Phone:(508)880.0233 Fax:(508)880-7232 c-mail: INSTALLATION INFORMATION ._.- -------- -- _----- .._._...__.... - - Model No. Serial No. Date of Installation Date of last pump out MicroFAST.5 0205544 — -3/52013 - EQUIPMENT YES NO MAINTENANCE PERFORMED AND COMMENTS -.._............ Electrical Panels) Visual Alarm Operating x Audio Alarm Operating x (if present) _....._...........,.._.............._.....-... Blower(s) Air Inlet Filter Clean- -- x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x Treatment unit(s) Unusual Odor x _... ... Pampout Required x _..._..............................._....- - ---....,..............._ ..,_............ Primary Settling Zone 8" Aerobic Treatment Zone 8" -- --....._...... ............__.._._ ...._......... .... EFFLUENT(optional) LIMIT RESULT .___.--......_ - _.-_.-..._..._...- - Estintnted Daily Flow 330 gpd PH(Standard Units) Color ---.--_ Clear ----- -......._....._.... _. Temperature Odor Earthy Comments: TECHNICIAN ISERVICE DATE Michael Oliveira 327/14 Environmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services Analytical y Balance Data Auditing C: O It P O R A T 1 0 N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. REPORTED: 04/03/2014 44 Commercial Street Raynham, MA 02767 ORDER#: G 1465999 COLLECTED BY: M. Oliveira SAMPLE DATE: 3/27/2014 TIME: 12:00 DATE RECEIVED: 3/27/2014 LOCATION: 9 Laurel Ave.,Centerville,MA SAMPLE ID: Effluent Grab - - DESCRIPTION: WATER RESULTS OF ANALYSIS ,t t Test Ptlraineters LAB-1DY: 1465999.02 Ammonia,Nitrogen 350.1 EPA 350.1 03/31/2014 mg/L 0.10 0.88 BOD SM 5210B 03/28/2014 tng/L 4.0 <4.0 Kjeldahl,Nitrogen EPA 351.2 04/02/2014 mg/L 0.50 _ 1.93 Nitrate,Nitrogen 4110B SM 4110 B 03/27/2014 mg/L 0.50 7.69 PH SM 4500 H+B 03/27/2014 S.U. 0-14 8.2 Solids,Suspended SM 2540 D 03/28/2014 ing/L 4 <4.0 NA=Not Applicable Timothy A. (}19eq ei y geed by Timothy ND=Not Detected g -TvnothyA.Begley Approved B e9�eY lim^gh2otest,net '<' = Less Thati Lab Manager *' = Detection limit Page 2 of 2 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Pit:508-946-2225 Environmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services Analyt�ea0,61 Balance Data Auditing R P O O X Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 04/03/2014 4 Commercial Street Raynbam, MA 02767 ORDER M G1465999 COLLECTED BY: M, Oliveira SAMPLE DATE: 3/27/2014 TIME: 12:00 DATE RECEIVED: 3/27/2014 LOCATION: 9 Laurel Ave.,Centerville,MA SAMPLE ID: Influent Grab DESCRIPTION: WATER RESULTS OF ANALYSIS r•r � - r Test Parameters LAB-ID#: 1465999.01 Auwionia,Nitrogen 350.1 EPA 350.1 03/31/2014 mg/L 0.10 8.29 BOD SM 5210B 03/28/2014 mg/L 4.0 12.2 Kjeldahl,Nitrogen EPA 351.2 04/02/2014 mg/L 0.50 10.9 Nitrate,Nitrogen 411 OB SM_ 4110 B 03/27/2014 mg/1• 0.50 ND pH SM 4500 H+B 03/27/2014 S.U. 0-14 8.4 Solids,Suspended SM 2540 D 03/28/2014 mg/L 4 19.5 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page 1 of 3 44 Commercial Street Raynham,MA 02767 Tel: (508)880-0233 Fax: (508)880-7232 October 31,2014 Mr. David McCormick 226 Old Lancaster Road Sudbury,MA 01776 Reference: FAST'®Wastewater Treatment System- Serial Number: 0205544 Dear Mr. McCormick: Attached please find the Field Inspection& Service Report and test results(as required) for services performed on 7/18/14 at your property located at 9 Laurel Avenue, Centerville,MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services,Inc. Service Department Enclosures I , ME6E�=1,}a[�.--'1.' 1 11 C D R P O RAT E D 8450 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsitec@-biomicrobics.com,www.biomicrobics.com, 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST'System 22700 BQSTALLATION _ AU 1 HORIZI D SERVICE PROVIDER. Installation Address: 9 Laurcl Avenue Name:Wastewater Treatment Services,Inc. Centerville,MA02632 Owner Name:David McCormick _..............,......_......_._.................._.....--- _....__. Mail Address: 226 Old Lancaster Road Mail Address: 44 Commercial Street Sudbury,MA O1776 Rapiliam,MA 02767 Phone; Pax: c-mail: Phone:(508)880.0233 Fax:(508)880-7232 a-mail: BASTt1L CATION I�ICQRIv1AT10N Model No. Serial No. — Date of Installation— Date of last pump out MicroFAST.5 0205544 3/5/2013 EQUI>'1�ENT YLS NO T t MAIN7EN�INCEPEItF..O DANDCO.MMENT5 Electrical Panel(s) Visual Alarm Operating x Audio Alann Operating x (ifprescno --_....._.-........._.._......................... _..._..._. Blower(s) Air Inlet Filter Clean x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration y x Treatment unit(s) Unusual Odor x— PwnpoutRcquired x Primary Settling Zone — 12' ..__.... Aerobic Treatment Zone _ 6" EFRLUENT(ophonal) `- LIMIT RESULT ' Estimated Daily Flow 330 gpd pH(Standard Units) Color Clear Temperature Odor Comments: - TCCHNick AN SERVICE DATE'' Michael Oliveira 7/181[4 Serial No:07291410:55 Project Name: 9 LAUREL AVE., CENTERVILLE Lab Number: L1416076 Project Number: 0205544 Report Date: 07/29/14 SAMPLE RESULTS Lab ID: L1416076-01 Date Collected: 07/18/14 13:30 Client ID: EFFLUENT Date Received: 07/18/14 Sample Location: DAVID MCCORMICK Field Prep: Not Specified Matrix: Water Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst GeneraLCherrlistty__Weslborough..Lab -_ _.__.... Solids,Total Suspended 20. mg/I 5.0 NA 1 07/22/14 13:35 30,2540D DW pH (H) 7.2 SU - NA 1 - 07/18/14 20:55 30,4500H+-B MR _.... ..------- ... .. _._....._._. Nitrogen,Ammonia 0.367 mg/I 0.075 1 07119/14 14:45 07/21114 21:04 30,4500NH3-BH AT Nitrogen,Nitrate .40. mg/i 1.0 10 - 07/19/14 06:41 44,353.2 DB Nitrogen,Total KJeldahl ND mg/I 3.00 10 07/19/14 13:30 07/21/14 21:54 30,4500N-C AT BOD,5 day 3.9 mg/1 2.0 NA 1 07/18/14 22:05 07/23/1415:20 30,52108 SE 7L1L5-HA Page 6 of 13 Serial No:07291410:55 Project Name: 9 LAUREL AVE., CENTERVILLE Lab Number: L1416076 Project Number: 0205544 Report Date: 07/29/14 SAMPLE RESULTS Lab ID: L1416076-02 Date Collected: 07/18/14 13:30 Client ID: INFLUENT Date Received: 07/18/14 Sample Location: DAVID MCCORMICK Field Prep: Not Specified Matrix: Water Dilution Data Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst _.. - General Ghernistry Wesfb9rough l;ab _ .... . . Solids,Total Suspended 130 mgA 25 NA 5 07/22/14 14:10 30,2540D DW pH (H) 6.8 SU - NA 1 - 07/18/14 20:55 30,4500H+-B MR -........--- ------- ....._... . _......-----..._.._........_.. Nitrogen,Ammonia 12.6 mg/I 1.50 20 07/19/14 14:46 07121/14 21:24 30,4500NH3-BH AT Nitrogen,Nitrate 20, mgll 1.0 10 - 07/19/14 06:41 44,353.2 DB Nitrogen,Total Kjeldahl 19.1 mgA 1.50 5 07/19/14 13:30 07/21114 21:54 30,4500N-C AT BOD,5 day 90. mgA 12 NA 6 07118/14 22:05 07/23/14 15:20 30,5210B SE 1L14.C'HA Page 7 of 13 i 44 Commercial Street Raynham,MA 02767 Tel: (508)880-0233 Fax: (508)880-7232 January 9,2015 Mr. David McCormick 226 Old Lancaster Road Sudbury, MA 01776 Reference: FAST' Wastewater Treatment System- Serial Number: 0205544 Dear Mr. McCormick: Attached please find the Field Inspection & Service Report and test results (as required) for services performed on 10/14/14 at your property located at 9 Laurel Avenue, Centerville, MA. Please call if you have any questions or require additional information. Sincerely, G�� d�2�icerr�cJ�r.�Lceo Wastewater Treatment Services, Inc. Sei vice Department Enclosures y y m IS- 4 11 C O R P O R A T E O 8450 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsite(ftiomicrobics.com,www.biomicrobics.com, 800-753-FAST(3278) FIELD INSPECTION & SERVICE. REPORT For Bio-Microbics Single Home FAS7'System 22700 i INSTALLATION AU I(IOI2IZED SERVICE PROVIDER:; Installation Address: 9 Laurel Avenue Name:WastewaterTrcatment Services,Inc. Centerville,MA02632 .._..__._...__...._.. ............... ..........__. Owner Name:David McCormick Mail Address: 226 Old Lancaster Road Mail Address: 44 Commercial Street Sudbury,MA 01776 Raphvn,MA 02767 .......................---.._ ...... -- Phone: Fax: e-mail: Phone:(508)880.0233 Fax:(508)880-7232 e-mail: INSTAI I r�TION 1NFO77777-7777- Ri1¢ATION Model No. Serial No. Date of Installation I Date of last pump out MicroFAST.5 0205544 3/5/2013 7-777 - — EQUIPMENT:. }' $,. 3�I0 MAlNTENANCI PERFOWEDiAN7. DCOiyIMEN�S Elech•ical Panels) Visual Alarm Operating x Audio Alarm Operating x (if present) Blower(s) Air Inlet Filter Clem x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x Tt•eatUment uuit(s) Unusual Odor --_..._._.._. x Pumpout Required x Primary Settling Zone 6" Aerobic Treatment Zone 8" ECrLUE\T(ophm141)',= L111I�1 R)~SULT Estimated Daily Flow 330 gpd __.......... — - ---................................ ._.. _ . pH(Standard Units) Color Clear Temperature _. . Odor Earthy Comments: _:- TECF IN{CIAN...:F. SERVICE DA[E..'` Michael Oliveira 10/14/14 I Serial—No:10221415:15 Project Name: 9 LAUREL AVE.,CENTERVILLE Lab Number: L1424368 Project Number:. 0205544 Report Date: 10/22/14 SAMPLE RESULTS Lab ID: L1424368-01 Date Collected: 10/14/14 11:00 Client ID: EFFLUENT Date Received: 10/14/14 Sample Location: DAVID MCCORMICK Field Prep: Not Specified Matrix: Water Dilution Data Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst General Chemis{ry ;:Wes#borough I ab Solids,Total Suspended ND mgA 5.0 NA t 10/21/14 14:00 30,2540D JT pH (H) 7.3 SU - NA 1 10114/1419:00 30,4500H+-B AS .........----...... Nitrogen,Ammonia 0.089 mgA 0.075 1 10/15/14 10:58 10/16/14 22:33 30,4500NH3-BH AT Nitrogen,Nitrate 12. mgA 1.0 10 - 10/15/14 02:18 44,353.2 DB -- ...._. .. ... ----- --.. .... -.................. Nitrogen,Total Kjeldahi ND mgA 1.50 5 10/15/14 18:00 10/16/14 23:37 30,4500N-C AT BOD,5 day ND mgA 2.0 NA 1 10/14/14 23:20 10/19/14 18:00 30,5210E SE f"\4. L1L. HA Page 6 of 13 cf ,� Serial_No:10221415:15 Project Name: 9 LAUREL AVE.,CENTERVILLE Lab Number: L1424368 Project Number: 0205544 Report Date: 10/22/14 SAMPLE RESULTS Lab ID: L1424368-02 Date Collected: 10/14/14 11:00 Client ID: INFLUENT Date Received: 10/14/14 Sample Location: DAVID MCCORMICK Field Prep: Not Specified Matrix: Water Dilution Date Date Analytical Parameter Result Qualifier Units RL MOIL Factor Prepared Analyzed Method Analyst General Che-60 nlstry Westborough l ab Solids,Total Suspended 4-10 mg/l 5.0 NA 1 10/21/14 14:00 30,25401) JT pH (H) 7.3 SU NA 1 - 10/14/1419:00 30,4500H+-B AS Nitrogen,Ammonia 2.24 mgA 0.375 5 10115/14 10:58 10/16114 22:34 30,4500NH3-BH AT _..-- — - - -- ----...-- ------------- --- --.-.-. Nitrogen,Nitrate 12. mgA 0.20 -- 2 - 10/15/14 03:11 44,353.2 DB _.._.-_.-.. . ............ .......... Nitrogen,Total Kieldahl 6.65 mgA 1.50 5 10/15/14 23:30 10/16/14 23:03 30,4500N-C AT BOD,5 day 5.5 mgA 2.0 NA 1 10/14114 23:20 10/19/14 18:00 30,5210E SE F. .�l'LYt: HA Page 7 of 13 44 Commerdal Street Raynham,MA 02767 Tel: (508)880-0233 Fax: (508)880-7232 March 6, 2015 Mr, David McCormick 226 Old Lancaster Road Sudbury,MA 01776 Reference: FAST'Wastewater Treatment System- Serial Number: 0205544 Dear Mr. McCormick: Attached please find the Field Inspection& Service Report and test results(as required) for services performed on 12/12/14 at your property located at 9 Laurel Avenue, Centerville,MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures E ZSSSY �j F x r �v+;�>,�;t'�;:vi�.}':•l 1 11 O 0 R P O R A T E O 8450 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707. Fax 913-422-0808 e-mail:onsite@biomicrobics.com,www biomlcrobics.c0m, 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST"System 22700 INSTALL'ATiON AUTHORIZED SERVICB.PROVIDER 1 Installation Address: 9 Laurel Avenue Name:Wastewater Treatment Services,Inc. Centerville,MA 02632 Owner Name:David McCormick Mail Address: 226 Old Lancaster Road Mail Address:' 44 Commercial Street Sudbury,MA 01776 Raynham,MA 02767 Phone: Fax: e-mail: Phone:(508)880-0233 Fax:(508)880-7232 a mail: INSTALLATION INFORMATION. Model No. Serial No. Date of Installation Date of last pump out MicroFAST 5 0205544 3/5/2013 MA NANCE Pl RFORMEDAND CO,IvlMENTS EQUII?1V1S1J ICES 'NO INTE Electrical Panel(s) Visual Alarm Operating x Audio Alarm Operating x (if present) Blower(s) Air Inlet Filter Clean x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x lVentment unit(s) Unusual Odor x Pumpout Required x Primary Settling Zone 8 Aerobic Treatment Zone 8' EIirLUENT'(optto�ial) IT I?F.SULT: Estimated Daily Flow 330 gpd pH(Standard Units) Color Clear Temperature Odor Earthy Comments; TECHNICIAN. • SERVICE DATE Michael Oliveira 12/12/14 r 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 22700 A. Installation David McCormick - Owner 9 Laurel Avenue Facility Street Address Centerville 02632 City Zip Mailing address of owner, if different: 226 Old Lancaster Road Street Address/PO Box: Sudbury MA 01776 City State ZIP Telephone Number B. Authorized Service Provider Wastewater Treatment Services Inc. 08M Firm 44 Commercial Street Street Address Raynham MA 02767 city State Zip 508-880-0233 Telephone Number Michael Oliveira 15621 Certified Operator Name, Certification Number C. Facility/System Information 0205544 Blo-Microbics Inc. MlcroFAST.5 REP ID Manufacturer ID Model Number 3/5/2013 3/5/2013 Installation Date Start of Operation Approval Type: []General (] Provisional [] Piloting [x] Remedial (j General Denite Seasonal Residence--used less than 6 mo./year: [j Yes [x] No D. Operating Information 12/12/14 Inspection Date Previous Inspection Date 811 Pumping Recommended [j Yes [x].No Sludge Depth(to be checked yearly) 1 I i^ Massachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 DEP Approved Inspection and O&M Form for Title 5 UA Treatment and Disposal Systems 22700 E. Field Testing Field Inspection: Color: []gray p brown (x]clear []turbid []Other(specify): Odor: [] musty [x]earthy p moldy []offensive []turbid Effluent Solids: [x]no p some pH SU DO ma/L Turbidity NTU 6 to 9 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: [x] Influent [x]Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: 330 gpd Parameters sampled: Influent. [x]pH [x] BOD [J CBOD [xj TSS [x]TKN [x]Nitrate [] Nitrite (] Phosphorus []Spec. Cond. (x]Ammonia []Alkalinity []Oil Grease []VOC [] Fecal Coliform Effluent. [x]pH [x] BOD []CBOD [xj TSS [x]TKN [x] Nitrate [] Nitrite [] Phosphorus []Spec. Cond. [x]Ammonia []Alkalinity []Oil Grease []VOC [] Fecal Coliform G. Inspection and Maintenance Description of any maintenance performed since previous inspection &during this inspection: Cleaned Filter Checked Splash Recycle Notes and Comments: 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection-Title 5 DPP Approved Inspection and ®&M Form for Title 5 I/A Treatment and Disposal Systems 22700 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 the information reported Is true, accurate, and complete as of the time of the incnantinn I am a MaccarhusRtts certified operator in accordance with 257 CMR 2.00. 12/12/14 Operator Signature Date System owner must submit this report, technology 0&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 year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use--by March 31th of each year for the previous 12 months General Use—by September 30th 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 3 Environmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services A.nalvtical Balance Data Auditing C: O R P 0 1t 1' I O N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 12/23/2014 4 Commercial Street Raynham, MA 02767 ORDER#: G1473437 COLLECTED BY: M. Oliveira SAMPLE DATE: 12/12/2014 TIME: 12:00 DATE RECEIVED: 12/12/2014 LOCATION: 9 Laurel Ave.,Centerville,MA SAMPLE ID: David McCormack Influent(Grab)205544 DESCRIPTION: WATER ULTS ANALYTTSIS Pa�ame�er r t s "AnalyttCa�" � f ( b 1� r r Result tMethod Analyzed emit kk" �-:s� 7t� r . r i :-7 cF .1 . .3 . : �, ➢ r 1 £ t ., ( s� r - •sN� � pr Test Parameter's LAB-IM: 14 3,� 437-01 Anvnonia,Nitrogen 350.1 EPA 350.1 12/15/2014 mg/L 0.10 1.94 BOD SM 5210B 12/12/20I4 mg/L 4 8.8 Kjeldahl,Nitrogen EPA 351.2 12/19/2014 xng/L 2.5 4.33 Nitrate,Nitrogen 4110B SM 4110 B 12/12/2014 mg/L 0.50 6.21 pH SM 4500 H+B 12/12/2014 S.U. 0-14 7.3 Solids,Suspended SM 2540 D 12/16/2014 mg/L 4 149 Page 1 of 2 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Environmental Chemistry Environmental Ser0ces Site Assessment y� 1�y} Site Sampling Quality Assurance Services Anal} l,1Cu� " Balance. Data Auditing C O 1t P O R A T I O N Mike Moreau CERTII+ICATE' OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 12/23/2014 4 Commercial Street Raynham, MA 02767 ORDER#: G1473437 COLLECTED BY: M. Oliveira SAMPLE DATE: 12/12/2014 TIME: 12:00 DATE RECEIVED: 12/12/2014 LOCATION: 9 Laurel Ave.,Centerville,MA SAMPLE ID: David McCormack Effluent(Grab)205544 DESCRIPTION: WATER RESULTS OI,' ANALYSIS 3' -[ 4tS .f..,i.:�.�r lrf l F �; f i,.". • .$ ...... .3 f. :. 5.xe.}fie.S. _F., is 4.f.�r.7,}., ..t..ra Y..��r Zl:./:-.. Test Parameters LAnan#. 1473437-02 Ammonia,Nitrogen 350.1 EPA 350.1 12/15/2014 mg/L 0.10 0.11 BOD SM 5210B 12/12/2014 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 12/19/2014 tng/L 0.50 0.61 Nitrate,Nitrogen 4110B SM 4110 B 12/12/2014 mg/L 0.50 11.2 pH SM 4500 H+B 12/12/2014 S.U. 0-14 7.1 Solids,Suspended SM 2540 D 12/16/2014 mg/L 4 <4.0 A Timoth NA=NTotApplicable y xv� ND=Not Detected Approved By: Begley AiA/.ut Bab.YWp Y9il+s1 '<' = Less Than Lab Manager % Date Detection Limit Page 2 of Z Analytical Balance Corp., 422.West Grove Street, Middleboro, MA 02346 Plr:508-946-2225 Invoice Invoice Number: 40973 44 Commercial Street Tele: (508) 880-0233 Invoice Date: Raynham, MA 02767 Fax: (508) 880-7232 Mar 10,2015 Page: 1 Sold To: Ship To: David McCormick 9 Laurel Avenue 226 Old Lancaster Road Centerville,MA 02632 Sudbury,MA 01776 Customer ID Serial Number Payment Terms 6324W Net 30 Days Sales Rep ID Shipping Method Ship Date Due Date Best Way 4MIS -Ouantity Item Description Unit Price Extension 1.0 esting Testing of the FAST Treatment System. Samples 360.00 360.00 taken on 12-12-14 Subtotal 360.00 Sales Tax Total Invoice Amount 360.00 Check No: Payment Received TOTAL DUE 360.00 a 44 Commercial Street Raynham,MA 02767 Tel: (508)880.0233 Fax: (508)880-7232 May 4,2015 Mr. David McCormick 226 Old Lancaster Road Sudbury,MA 01776 Reference: FAsr Wastewater Treatment System- Serial Number: 0205544 Dear Mr. McCormick: Attached please find the Field Inspection& Service Report and test results (as required) for services performed on 4/20/15 at your property located at 9 Laurel Avenue, Centerville, MA. Please call if you have any questions or require additional information, Sincerely, L/U��LYill�lGGr�! U.e�lGliJll��flfU,�/Lf/.GPO Wastewater Treatment Services, Inc. Service Department Enclosures I III u 0 0 N P 0 R.A T E 0 8460 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsite@biomicrobics.com,www.biomicrobics.com, 800-763-FAST(3278) FIELD INSPECTION & SERVICE REPORT Foi-Bio-Microbics Single Home FAS7'System 22700 1NS,TALLATION AU7 HORIZED SERVICE PROVIDER Installation Address: 9 Laurel Avenue Name:Wastewater Treatment Services,Inc. Centerville,MA 02632 Owner Name:David McCormick Mail Address: 226 Old Lancaster Road Mail Address: 44 Commercial Street Sudbury,MA 01776 Raynham,MA 02767 ._-------_............-.-_ ...... Phone: Fax: e-mail: Phone:(508)880.0233 Fax:(508)880.7232 a-mail: • -.. � INSTALIrAT10N INFORivIATION'' f Model No. Serial No. Date of Installation Date of last pump out _ ._.._...--.._..._....................._..... _ . MicroFAST.5 0205544 3/5/2013 EQl7IPMEJT_: YES , NO i1 tAINTENAtCE ER Electrical AI�J[}COMMENTS ,r Electrical Panel(s) Visual Alarm Operating x Audio Alarm Operating x '- (if present) Blower(s) Air Inlet Filter Clean x Blower Hood Vents Cl car x Excessive Noisc x Excessive Vibration x Treatment units) Unusual Odor x Pumpout Required x Primary Settling Zone 8" Aerobic Treatment Zone 8" ZKFCLUB\T(ophonaq r LI\fLT Itl[$IJLT„ Estimated Daily Flow 330 gpd pH(Standard Units) -........... Color --,^- Clear Temperature Odor Earthy Comments: ? TECHNICIAN SERVIGCDX - _._ Michael Oliveira - 4/20/15 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 LlDEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 22700 A. Installation David McCormick Owner 9 Laurel Avenue Facility Street Address Centerville 02632 City Zip Mailing address of owner, if different: 226 Old Lancaster Road Street Address/PO Box: Sudbury MA 01776 City State . Zip Telephone Number B. Authorized Service Provider Wastewater Treatment Services Inc. O&M Firm 44 Commercial Street - Street Address Raynham MA 02767 City State Zip 508-880-0233 Telephone Number Michael Oliveira 15621 Certified Operator Name Certiflcation Number C. Facility/System Information 0206544 Bio-Microbics Inc. MicroFAST.5 DEP ID Manufacturer ID Model Number 3/5/2013 3/5/2013 Installation Date Start of Operation Approval Type: (] General {] Provisional [] Piloting [x] Remedial (]General Denite Seasonal Residence—used less than 6 mo./year: []Yes (x) No D. Operating Information 4/20/15 Inspection Date Previous Inspection Date 8" Pumping Recommended ]Yes [x] No Sludge Depth(to be checked yearly) 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection-Title 5 DEP Approved Inspection and O&M Form for Title 5 UA L - Treatment and Disposal Systems 22700 E. Field Testing Field Inspection: Color: [J gray [] brown [x]clear [)turbid (J Other(specify): Odor: [J musty [xj earthy [] moldy (]offensive p turbid Effluent Solids: [x] no []some pH SU DO ma/L Turbidity NTU 6 to 9 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: [x] Influent [x]Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: 330 gpd Parameters sampled: Influent. [x]pH [x] BOD [] CBOD [x]TSS [x]TKN [x] Nitrate () Nitrite [] Phosphorus []Spec. Cond. [x]Ammonia []Alkalinity [)Oil Grease []VOC [] Fecal Coliform Effluent. [x]pH [x] BOD []CBOD [x]TSS [x]TKN [x] Nitrate [] Nitrite [] Phosphorus []Spec. Cond. [x]Ammonia []Alkalinity []Oil Grease []VOC [) Fecal Coliform G. Inspection and Maintenance Description of any maintenance performed since previous inspection &during this inspection: Cleaned Filter, Checked Splash Recycle Notes and Comments: 2 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 22700 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 the information reported is true, accurate, and complete as of the time of the incnartinn I Am a Maccarthucatts certified operator in accordance with 257 CMR 2.00. rl 4/20115 Operator Signature Date System owner must submit this report, technology 0&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 31st of each year for the previous calendar year Piloting Use -within 45 days of inspection.date Provisional Use-by March 31th of each year for the previous 12 months General Use—by September 30th 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 3 Environmental Chemistry Environmental SerAces Site Assessment � Site Sampling Quality Assurance Services Anala�aYlee Data Auditing C: O R P 'L' 1 0 N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED; 04/28/2015 4 Commercial Street Raynham, MA 02767 ORDER#: G1576099 COLLECTED BY: M. Oliveira SAMPLE DATE: 4/20/2015 TIME: 13:00 DATE RECEIVED: 4/21/2015 LOCATION: 9 Laurel Ave. Centerville,MA SAMPLE ID: David McCormick Influent Grab (S/N 0205544) DESCRIPTION: WATER RESULTS OF ANALYSIS t - F>• .. a .�'`'.P�y7�„arF t+a,zm x€de...'.:t L�Li•r Ff^.it`r��r.�-4t 4�{+-R r"�r ilr{v-�rk9*.f:r"`�`�+��p. y;.Ra t n C tia! u �Gdd iltf tG33 y n p nis.' ;. � r. P 2cvr3 y rvr....u..,.. c,. ................................... . .. .. 4 Test Pru ameten LAB-IDfl: 1576099-01 Ammonia,Nitrogen 350.1 EPA 350.1 04/23/2015 mg/L 0.10 0.39 BOD SM 5210B 04/22/2015 mg/L 4.0 <4.0 Kjeldahl,Nitrogen EPA 351.2 04/24/2015 ng/L 0.50 2.30 Nitrate,Nitrogen 4110B SM 4110 B 04/21/2015 mg/L 0.50 3.20 . pH SM 4500 H+B 04/21/2015 S.U. 0-14 7.9 Solids,Suspended SM 2540 D 04/22/2015 mg/L 4 38.0 Page 1 of 2 Anulyfical Balance Coil)., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 I J « Environmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services Analytical Balance Data Auditing c, O R k 0 R .� A 'C 1 0 1\ Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Conunercial Street REPORTED: 04/28/2015 Raynham, MA 02767 ORDER#: G1576099 COLLECTED BY: M.Oliveira SAMPLE DATE: 4/20/2015 TIME: 13:00 DATE RECEIVED: 4/21/2015 LOCATION: 9 Laurel Ave. Centerville,MA SAMPLE ID: David McCormick Effluent Grab(S/N 0205544) DESCRIPTION: WATER RESULTS OF ANALYSIS ParaIrieter ul 4 q Ix- Test Parameters LAB-ID#: 1576099-02 Anunonia,Nitrogen 350.1 EPA 350.1 04/23/2015 mg/L 0.10 0.14 BOD SM 5210B 04/22/2015 mg/L 4.0 <4.0 Kjeldahl,Nitrogen EPA 351.2 04/24/2015 mg/L 0.50 1.00 Nitrate,Nitrogen 4110B SM 4I 10 B 04/21/2015 mg/L 0.50 6.69 .._......._.._.__....... ..... ......._. _. pH SM 4500 H+B 04/21/2015 S.U. 0-14 7.4 Solids,Suspended SM 2540 D 04/22/2015 tng/L 4 12.5 NA=Not Applicable Timothy A. L. E06 A ND=Not Detected Approved By Begley '<' = Less Than Lab Manager M / Date. Detection Limit Page 2 of 2 Atralylical Balance Colp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Invoice Invoice Number: 41556 44 Commercial Street Tele: (508) 880-0233 Invoice Date: Raynham, MA 02767 Fax: (508) 880-7232 May 4,2015 Page: 1 Sold To: Ship To: David McCormick 9 Laurel Avenue 226 Old Lancaster Road Centerville,MA 02632 Sudbury,MA 01776 Customer 1D Serial Number Payment Terms 6324 W Net 30 Days Sales Rep ID Shipping Method Ship Date Due Date Best Way 6/3/15 Quantity Item Descri tlon Unit Price Extension 1.0 Testing Testing of the FAST Treatment System. Samples 360.00 360.00 taken on 4/20/I 5. Subtotal 360.00 Sales Tax Total Invoice Amount 360.00 Check No: Payment Received I TOTAL DUI 360.00 Message Page 1 of 3 4. t Crocker, Sharon From: Crocker, Sharon Sent: Tuesday, May 05, 2015 3:06 PM 9 To: 'Dave McCormick miltoncat.com' Cc: Malkus, Karen l Subject: FW: 9 Laurel Ave- Correction I have located the 8th test Jun 2013. 'Z��' All set in that regard and again, will be on June 9, 2015 meeting. Thank you. Sharon -----Original Message----- From: Crocker, Sharon Sent: Tuesday, Map �5;2( -3. TQ�'Dave_Mc oC"rmick@miltoncat.com' Ccc MaHcus;Karen;Crocker,Sharon Subject: FW: 9 Laurel Ave IMPORTANT NOTE: I received two copies of March 6 Letter and testing on 12/12/14. THUS, I only have 7 of 8 test results. Do you have results from Summer-JUN 2013? If we do receive an 8th test result...This will go on the June 9, 201 -M. eetin-. -- - I will send your acknowledgement letter out to you at- 226 Old Lancaster Rd, Sudbury, MA 01776 Thank you. Sharon -----Original Message----- From: McCormick, Dave [mailto:Dave_McCormick@miltoncat.com] Sent: Tuesday, May 05, 2015 2:05 PM To: Malkus, Karen; Crocker, Sharon Subject: RE: 9 Laurel Ave Hi Sharon, I believe there is a BOH hearing on May 12—I'm just trying to plan -would my request possibly be heard on that date? Thanks! Dave McCormick Operations Manager Power Systems Division Milton CAT (508)962-2513 5/5/2015 Message Page 2 of 3 From: McCormick, Dave Sent: Monday, May 04, 2015 4:37 PM To: 'Malkus, Karen'; 'sharon.crocker@town.barnstable.ma.us' Subject: RE: 9 Laurel Ave Karen and Sharon, The reports are attached. Do I need to do anything further to request a reduction in lab tests to once a year, and O+M to twice a year? Thanks! Dave McCormick Operations Manager Power Systems Division Milton CAT (508)962-2513 From: McCormick, Dave Sent: Monday, May 04, 2015 10:41 AM To: 'Malkus, Karen'; 'sharon.crocker@town.barnstable.ma.us' Subject: RE: 9 Laurel Ave Hi Karen, attached are the last two. I am working on getting the first six test. Hi Sharon,I wish to request a reduction in lab tests to once a year, and O+M to twice a year. Thank you both! Dave McCormick Operations Manager Power Systems Division Milton CAT (508)962-2513 From: Malkus, Karen [mailto:Karen.Malkus@town.barnstable.ma.us] Sent: Wednesday, April 15, 2015 11:43 AM To: McCormick, Dave Subject: 9 Laurel Ave Hi Dave, Thanks for calling back regarding the I/A system at 9 Laurel Ave, Centerville. Please submit, or have Wastewater Treatment Services submit, the reports for the 0+M -including lab results. According to the Board of Health requirements for your system,we need copies of the monitoring results from two years of quarterly testing of pH, BOD5, TSS TKN, NO3-N and ammonia (8 tests.) To request a reduction in lab tests to once a year, and 0+M to twice a year, send an e-mail to request a BOH hearing to: sharon.crockera( town.barnstable.ma.us If you have any questions feel free to call or e-mail me. 5/5/2015 IMessage Page 3 of 3 Best wishes, Karen Karen Malkus Town of Barnstable Health Division Coastal Health Resource Coordinator karen.malkus(-a)town.barnstable.ma.us phone: (508)862-4641 cell: (508)857-6558 This Email has been scanned for all viruses. 5/5/2015 I ' °FtHEr°wti Town of Barnstable Barnstable Board of Health ""�'e9c8C�" BARN STABLE, '� MASS. ,� D®I 9 �Q o°ArFD 39. A,� 200 Main Street, Hyannis MA 02601 2007 OFFICE: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi David McCormick Email: Dave McCormick@mlltoncat.com 508-962-2513 ACKNOWLEDGEMENT: June 1, 2015 12e: 9 LaurelAyenue, Centerville This is to acknowledge receipt of your request to review with the Board the above-mentioned- property available to be connected to town sewer. Thankyou. Your item will be on Board of Health Meeting on the: Date of: Tuesday, June 9, 2015 You, or a representative for you, is expected to be present to answer questions the Board may have. Meeting Location: Town Hall, 367 Main St, Hyannis Hearing Room, Second Floor Time: 3:00— 6:00 P.M. Approximately three days prior to meeting, an agenda will be sent out to you— once it is available. It will also be available on line at the town website: www.town.barnstable.ma.us Go to ..."Boards & Committees > Board of Health - or- Go to Official Agendas Any questions,please call Sharon Crocker at 508-862-4739. Thank you. Q:\AGENDAS BOH\let Receipt of BOH Submission 9 Laurell Ave Cent Jun 9 2015.doc Official Website of The Town of Barnstable - Property Lookup Page 1 of 4 ................. .................. ... Select Language-♦I Assessing Division Property Lookup Results - 2015 367 Main Street,Hyannis,MA.02601 <<BACK TO SEARCH<<Print Friendly ............ _. Owner Information -Map/Block/Lot:053 / 010/ - Use Code: 1010 Owner Owner Name as of 1/1/1 5 FENDER,C EDWIN&MAUREEN W TRS Map/Block/Lot G/S MAPS 2020 KIMBERLY DRIVE 053 /010/ Property Address EUGENE,OR.9740S 22 LITTLE RIVER ROAD Co-Owner Name FENDER FAMILY TRUST Village:Cotuit Town Sewer At Address:No GIs Zoning Value:RF Assessed Values 2015 - Map/Block/Lot: 053 / 010/ -Use Code: 1010 _..__ ... ......... _ -. ...... ..... ...... 2015 Appraised Value 2015 Assessed Value Past Comparisons Building Value: $ 121,800 $ 121,800 Year Total Assessed Value Extra Features: $ 10,700 $ 10,700 2014-$970,300 2013-$1.572,500 Outbuildings: $0 $0 2012-S 1,572,000 Land Value: $837,800 $837,800 2011 -$ 1.577,400 2010-$1,577,300 2009-$ 1,293,500 2015 Totals $970,300 $970,300 2008-$1,367,700 2007-$ 1.367.700 ........ . _... .. .. ..... --...-..- _ Tax Information 2015 - Map/Block/Lot.053 / 010/ - Use Code: 1010 Taxes Cotuit FD Tax(Residential) $2,154.07 Fiscal Year 2015 TAX RATES HERE Community Preservation Act $270.71 Tax Town Tax(Residential) $9,023.79 11,448.57 - . .. _..... -.--... - .._. Sales History- Map/Block/Lot: 053 / 010/ - Use Code: 1010 ...... __ ........ -1 History: Owner: Sale Date Book/Page: Sale Price: FENDER,C EDWIN&MAUREEN W TRS 2014-02-04 27971/214 $1 jJP MORGAN CHASE 2010-03-10 24409/203 $0 JP MORGAN CHASE&CO 2010-03-10 24409/200 $0 I JP MORGAN CHASE&CO SUCCESSOR 2010-03-10 24409/197 $0 FENDER,MAUREEN W&HASECK,JANET W1993-08-25 8746/223 $100 l 'FENDER,MAUREEN W 1980-03-03 3064/76 $0 FIRESTONE BANK FBO 1978-12-15 2840/284 $0 Photos 053 / 010/ Use Code 1010 ..._ There are not any photos for this parcel - .. .......... ......................_.._ ................................ ___.._. ........... ... ......... .. -......... Sketches - Map/Block/Lot: 053 / 010/ - Use Code: 1010 http://www.townofbarnstable.us/Assessing/propertydisplaysereen l 5.asp?ap=0&searchparc... 4/15/2015 Official Website of The Town of Barnstable - Property Lookup Page 2 of 4 w z � .. ri :,,.:. �, 2k`GAR pax. AS BU I It Card s:Click card#to view:Card #1 1 ...... ........ Constructions Details - Map/Block/Lot: 053 / 010/ -Use Code. 1010 Building Details Land Building value $121,800 Bedrooms 2 Bedrooms USE CODE 1010 Replacement Cost $1 32.356 Bathrooms 3 Full Lot Size(Acres) 0.33 Model Residential Total Rooms 5 Rooms Appraised Value $837,800 Style Ranch Heat Fuel Gas Assessed Value $837,800 Grade Average Heat Type Hot Air Year Built 1996 AC Type None Effective depreciation 8 Interior Floors Carpet Stories 1 Story Interior Walls Drywall Living Area sq/ft 1,450 Exterior Walls Vinyl Siding Gross Area sq/ft 1,778 Roof Structure Gable/Hip Roof Cover Asph/F GIs/Cmp _. ............ ......... Outbuildings&Extra Features- Map/Block/Lot. 053 / 010/ - Use Code: 1010 ...... .............. Code Description Units/SQ ft Appraised Value Assessed Value FOP Open Porch-roof- 20 S 1,300 S 1,300 ceiling GAR Attached Garage 308 S 9,400 $9,400 Sketch Legend Property Sketch Legend B2N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor,Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished)FUS Second Story Living Area SPE Pool Enclosure (Finished) BRN Barn GAR Garage TQS Three Quarters Story(Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLIP Loading Platform GRIN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) FEP Enclosed Porch MZ1 Mezzanine,Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd Story (Unfinished) FOP Open or Screened in Porch PRT Portico WDK Wood Deck PTO Patio http://www.townofbarnstable.us/Assessing/propertydisplayscreenl 5.asp?ap=0&searchparc... 4/15/2015 a226 Old Lancaster Rd Sudbury MA 01776 9 Laurel Ave "Centerville, MA 02632 01 Barnstable Health Division Phone: (508) 962-2513 200 Main Street April 9, 2015 Hyannis, MA. 02601 ----------------------------------------------------------------------------------- Dear Mr. McKean, he septic syst em installed during January 2013 I contacted you a few weeks ago in regards tot p y 9 ry at 9 Laurel Ave in Centerville, MA. t, As we discussed on the phone, I am writing a letter to explain that the 9 Laurel Ave is a summer residence without heat and is only used from late May through early September and primarily only on the weekends during that time. I am under the understanding that if the residence is used less than 6 months then I can request that testing be reduced to once per year. Additionally, Wastewater Treatment Services in Raynham, MA has tested the system 8 times and has submitted satisfactory results for those 8 tests to the town. I am under the understanding that with 8 satisfactory tests I can request that testing be reduced to once per year. Please feel free to contact me with any concerns or questions and I will be glad to discuss. Thank you for your time. Sincerely, David McCormick ----------------------------------------------------------------------------------------------------------------------------- Fax Send Report NOV 05-201413:51 WED Fax Number • 15087906304 Name : BARNST HEALTH Name/Number 915083622603 Page 1 Start Time NOV-05-2014 13:50 WED Elapsed Time 00,181r Mode STD ECM Results [O•K] L r cG,.4� s naN, IG m New I/A System Permit Summary Sheet Site Information - Town: Town Pcrmit# Assessor Map/ParcelZ-Zto —r�)3 S Unique Town ID# Site Address: 'I ( Owner Name:C)a eyr c_I C c_Y- M•�._�� Alternate Name: Home Phone: Mailing Address: 2.2 4. 61 t Work Phone: LYX �l M/tt Title 5 Information 2 z l Building Type/Use: '-,i ncnl Design Flow: ,'1�O (gpd) Seasonal Use? Yes❑ No❑ Unknown❑ Bedrooms: Title V N.S.A.? YtdEl, No❑ Unknown❑ Lot Size: C.a rx—V — 3 (. 1N Non-standard components: ' Please list all components e.g.I/A troatmcnl unit,purnp chamber,pre-and post equalization tanks,pressure distribution SAS,effluent filter,UV unit,etc.,and maintenance schedule for each component o.g.quarterly,2x/yr,annual,etc. o 'r-,FY t k loYN S 51�� -7-, - •i-cv c t - S 1/A Treatment Unit _ Make and Model# (Yl i c-fr., DEP Permit Type: U General b Board Approval Date: ,IL—LiZ CDC Date: . 13 t ,it ❑Provisional 0 / O&M Contract Entity: 1 S ^) aRemedial J( \Lj Contract Start Date: Contract Duration: awrS F]Pilot 1�\ Unit Installation Date: Unit Startup Date:!4 Z) DEP Pormit ID#: Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicato water quality pammotors that must be monitored and any town mandated water quality limits,if no limits are shown,we will assume parameters and effluent limits specified in the system's DEP approval will apply. `.c> Effluent 1/2--4-1 pH[ BODS CBOD❑ TSSg TN❑ Nitrate❑ Nitrite❑ Organic N❑ Ammonia EZ— TKNR Fecal Coliform❑ Total P❑ Organic P❑ TDS❑ Oil/Grease❑ Conductance❑ Al ElElm Alkalinity Water Usage Tep. 1 ❑ Monitoring Schedule: -1 'Q Other Applicable Limits: Influent pH❑ BOD,,❑ CBOD❑___ TSS❑ TN❑ Nitrate❑ Nitrite❑ Orydnic N ElArnrnunia❑ __ TKN❑ Feral Coliform❑ Total P❑ organic P❑ TDS Q Oil/Grease❑ Conductance❑ Alkalinity❑ Water usage❑ Temp.❑ Monitoring Schedule: Other Applicable Limits: BCDHE Tracking# Please return this shoot to: FAX:508-362-2603 Email:bciatech@cape.com 7rn s l c�(14i1- Poe r--L,—s c,r -.. Uz��o a N�9r IGm New I/A System Permit Summary Sheet Site Information 6 CHOS�� Town: B6e(ySTAFN_E Town Permit# l 3 —6 Assessor Map/Parcel2_2_(o C) S Unique Town ID# Site Address: 9 L_':�L_yy-,-- ( -/,\-y-e Owner Name: ce n l r Z.c-,62 C cry- >Y1,G �l Alternate Name: Home Phone: Mailing Address: 22. y 1 c� Leeinee�� _ Work Phone: Title 5 Information t� ��' 2 z. Z Building Type/Use: 'Si n G 1 e_ F:-�c ryN, � Design Flow: (gpd) Seasonal Use? Yes ❑ No ❑ Unknown ❑ Bedrooms: Title V N.S.A.? �` ' No ❑ Unknown ❑ °`a- "� Lot Size: l Non-standard components: Please list all components e.g. I/A treatment unit, pump chamber, pre-and post equalization tanks, pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. off.-`� � -►--e..�c��-z-�, � �, 5>a S I/A Treatment Unit _ Make and Model # PA S7 5 DEP Permit Type: ❑ General Board Approval Date: 3 �Z I Z COC Date: ❑ Provisional O & M Contract Entity: WI S +-- U•11`') RRemedial Contract Start Date: �J Contract Duration: �- ❑ Pilot Unit Installation Date: Unit Startup Date: 3 DEP Permit ID#: Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. fro 14-- Effluent pH �� BODS CBOD ❑ TSS'. TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia (_ TKN R Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: 9Z�1 Other Applicable Limits: Influent pH ❑ BODS ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: BCDHE Tracking# Please return this sheet to: FAX: 508-362-2603 Email: bciatech@cape.com 7() sIu.((tr POr-L_" - s 06VJY-) c �GL�' �' �ea�r�2erzt cfer�►�.�, �iu� 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 March 5, 2013 Barnstable Board of Health 200 Main Street Hyannis, MA 02601. Attention: Board of Health Agent Reference: Home FAST Treatment Serial Number: 0205544 Attached please find a copy of the Product Registration Report for the FAST Treatment System for the startup performed on 3/5/2013 at the home of Maura McCaw located at 9 Laurel Avenue, Centerville, 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 Enclosures .� •-�, 4-1 cO `° _ "3" 1"'�:r'* "�`"—'•?b is ". r _ - : `��.; •��; 3 � C �J f� �' � P !"� ; � it - 8450 Cole Parkway 0 Shawnee, KS 66227 0 Phone 913-422-0707 0 Fax: 912-422-0808 e-mail: onsiteE@biomicrobics.com 0 www.biomicrobics.com 0 800-753-FAST(3278) PRODUC T REG ISTRATION REPORT =-Product Registration Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-Up v Date Shipped to End User 2/27/13 Serial# 0205544 OWNER NAME Maura McCaw ADDRESS 9 Laurel Avenue CITY/STATE/ZIP Centerville,MA 02632 PHONE/FAX 13104ICRO:BICS.DISTRIBUTOR NAME J&R Sales and Service,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Raynham, MA 02767 PHONE/FAX 508-823-9566 FAX 508-880-7232 INSTALLER:.. NAME Hickey Construction Co. ADDRESS 38 Rosary Lane _ CITY/STATE/ZIP Hyannis,MA 02601 PHONE/FAX 508-648-9902 CONSULTING ENGINEER if a licable NAME Down Cape Engineering ADDRESS 939 Main Street CITY/STATE/ZIP Yarmouth,MA 02675 PHONE/FAX, 5 08-3 62-4541 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating 0 O Air vent clear Audio Alarm Operating Q Septic tank level BLOWER(S) Septic tank meets min. size Wired for correct voltage Septic tank filled to operating level Inlet/outlet piped correctly Q Air Lift Operation Filter element installed 171 Recirculation tube in place Blower hood secure 0 Fasteners tight — Blower works correctly 0 WATER-TIGHT JOINTS Blower located within 100' of, Q Treatment unit to septic tank treatment unit Air line clear Entrance tube to insert cover Air inlet screen clear Insert to insert cover _ Blower hood vents clear Discharge line connection V� Factory Authorized Personnel: Title: Firm: Wastewater Treatment Services, Inc. w `, Date: r Jr T gara 44 COmmerdal street Please completCatl Items marked Flaynham,MA including du-ec signatirec fail 02767. � aigned original contract to: Wmt¢wetarIteatmentServices,Inc. dq Commercial Smet Tel:(508)880.0233 Rayntam,MA 02767 FaX(508)880 7232 . �1YSFECTION AND EFFLUENT TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inc.(herein called WTS)and the R FASTO System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which is described below, ' rtl Upon acceptance of this agreement at WTS19 office,WT9'will render the following services only: Equipment will be inspected at least 4 times per year that this Agreement remains in eff=4 with the first inspections beginning.,, ''/3... —These inspections will include; ;t �) Testing of the sludge depth in the septic tank. I 2) Inspection,power testing and cleanlrepkee 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 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 inileage and travel charges. The annual rate includes routine maintenance,but does not include repairs required for damages caused by abuse,accident,theft,acts of third persons,forces of nature, or alterations trade 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 persons or property,or equipment failure. OWNER agrees that WTS may enter OWNER'S property and bane acceptable access to all areas dccmed by WTS to be necessary or appropriate for WTS to perfonn its duties herelmder. Current WTS pruoice is to send OWNER Approximately 10 days before expirataon of the temp of the current contract an invoice for one year of service. It is OWNER's responsibility to finiely return the payment. WTS must receive the paymentbefore expiration of the current contract year to assure continuous contract coverage. Failure to return payment 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 panty cancels by written notice to the other at the adds given:herein: r Iw . URER MOD L NO. SERM NO. LO N 6R UAL RATE Bio-Microbics MicroFAST 0 ri � Centerville,MA $430.40 a EO(71<PIVIGNT OWNS$ '1JVastew er Treatment Services Inc. VSiped by OWNER: ' �- Moura McCaw Signed: *Address: ; 7 9 Laurel Avenue 44 Commercial Street + a Rayrrham,MA 02767 Tele:(508)8804233 ` *City State.��Zip: Fax:(S08)880 7232 Centerville MA 02632 r Telephone 617-67$7150 Effective Date of Agreement E-Mail address: YVLO.AJ e A,-' Ll 1N� i'1nGa f C,O 1M — OWNER understauds that(1)ANNUAL RATE payment is for one year Daly commencing on the effective date'set forth above and is non-refundable;and(2)Current DBP Regulations require OWNER to maintain a service agreement for the life of the FAST®System. I HA.YL READ AND UNDXRSTANA THE FOREGOING. - u *Signed by OWNER: llnfluent&E uent Testing influent&Effluent sample taken 4 times per year for 2 years 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. *(PLEASE CHECK ONE) (. )GENERAL (X)REMEDIAL { )PROVISIONAL *SPECIAL CONDMONS PER,LOCAL BOARD OF HEALTH(Y)or(N)ifYES,please attach copy ofpernfit ( pH,BOD5,TSS,Nitrate,TKN,•Ammonia ( )Other: _ *Cost for tesow. 5360.09 lent Operator assigned: Michael M_oreaikrt Telephone: i508t 989-2 44 *Approval.for Effluent Testi r Owner's Signature �C se no • �l, ��rM�w� a.dot.a�s S i s • �S C'aca( f�f'c�e 7D7 Ave Apf TOWN OF BARNSTABLE LOCATION � Ni e, SEWAGE# .1 VILLAGE v,\Lk�e ASSESSOR'S MAP&PARCEL a - Or),y INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) C"t� (size) NO.OF BEDROOMS OWNER PERMIT DATE: 1 3 COMPLIANCE DATE: -3 Iq l 3 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 l g q,4'� No.CP_0l ` J Fee v TH �MMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISIO14 - TOWN OF BARNSTABLE, MASSACHUSETTS Yes i Yitatiou for is o pstem Co=stem Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Individual Components .. Location Address or Lot No. Owner's Name,Address and Tel.No. dte-ve rV We- V__ I*V*- !- r Assessor's Map/Parcel M Z-Li6 r Installer's Name,Address,a!jd Tel.No. Designer's Name,Address,and Tel.No. i�_ 6y18 -9C0z Type of Building: [' Dwelling No.of Bedrooms Lot Size 1 �7 3_rX sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan * Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) See e C✓f1 r Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. LA igne .tea Date 2A 2b � Application Approved by Date �3 Application Disapproved by Date for the following reasons Permit No.,!20p Date Issued �- 1-3 - No.'Eroz 3 �j - Fee _ T 'E COMMONWEALTH OF MASSACHUSETTS Entered in computer: i PUBLIC HEALTH DIVISION—TOWN OF BARNSTABLE, MASSACHUSETTS Y S 4plitatlon for 91�tJ,Dff p8tenl Con=ystem n 3Perinit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Individual Components Location Address or Lot No. et Owner's Name,Address,and Tel.No. �e�<ery kKe. Y.� kvY�-R q.0113 Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. -9g0Z Type of Building: 4 Dwelling No.of Bedrooms =3 Lot Size !q SV sq.ft. Garbage Grinder( IV Jv� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) tt ,o 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 Board of Health. igne Date Application Approved by Date _. Application Disapproved by Date for the following reasons Permit No. _�(�'� / �� Date Issued ------------------------------------------ -------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )byrR- at l c u�� ► k.-f V t has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.Q')r dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system w'kl'ftt,t n asp a Date `�./ �� Inspector No. �� ) � Fee �r- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be comp ted within three years of the date of this perm\i't. Date !� l �z Approved by 11- dyo Y Y.the - i �- �._C�T�LaLokv Sek vLryts: T>scbraa e4Tei, 0r - EAM-4S%'ABLE) lvmss. b11b,1,� sI tlirh Division ' fen. 86 j P. ei P1Qmas McKean, 'I iIlee>toli 700 Main Sin•eet,I-iyamn�s,T 1�A 02607E Office: 508-562-4644 Fax: 503-740-6304 Ynsitalfler & Desigger Certification Form 1D.%tea 3 /-3 Sewage PeP'➢ it-Y Assessor's MapTarceil Desn9nero 1DW v\ e l h Inns tanero A c C—y gnu /�j� /� r Address: ! N Address- 3� lds G a+j. xazirvt4o�(� t , �i ►A.�o �rl was issued a permit to install a (date) (installer) septic system at q �Q,wYei� ��- based on a design drawn by / (address) dated (de b e1) I certify that the septic systems referenced above was installed substantially according to the design, which may include ininor 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 component of the septic system) but is accordance with State & Local Regulations. Flair revision or certified as-built by designer to -follow. OF�Aq SS DANIELA. Gs OJA� , (Installer's Signature) 0 CIVIL ( sk� No. 46502 1 / (� FSSIONAL LNG (Designer's Signature) (pax Designer's Stamp Here) PLEASE P,-EHTLM-N TO BARNS1ABLLH FURLIC MEALTH D. VISION. CERTIFICATE OF RECE ED BY THE Br-'RNST BLE PUBLIC HEALTH DMSION. THziNK YOU. Q:Healtfl/septic/Desipu Certification For7z 3-26-04.doc �O o� c� #6A\ rn OWE NcS� o� #2 #5A �( ISOLATED sr w/FAsr VEGETATED #4A WETLAND #8� O INV.IN 6.1' #� O 1000 GAL Q PC 0 #3y; 0 #3A EIOSTING DWELLING 2 # #2 J Cb* ,� CAI. 9 C P5 / SQ INSTALLED �$t d� J 11—240 AS BUILT SEPTIC SYSTEM PLAN LOCATION : 9 LAUREL AVENUE PREPARED FOR: CENTERVILLE . MA URA MC CA W SCALE 1" = 20' DATE MARCH 5, 2013 LIE'g . �,°fH MgSsgc �SHpFMgSSa off. 508-362-4541 O� DANIEL yG a cy fox 508-362-9880 �� m �O DANI-LA. GN o A. o OJA� ' down cope engineering, inc. OJALA CIVIL No.40980 No.46502 CIVIL ENGINEERS t+ �P � <� LAND SURVEYORS `�gNOSU °�S sTE�`�a``' 939 main st. yarmouth, ma 02675 DATE DANIEL A. OJALA P.L.S., P.E. +Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection Southeast Regional Office•20 Riverside Drive, Lakeville MA 02347.508-946-2700 DEVAL L PATRICK RICHARD K.SULLIVAN JR, Governor Secretary TIMOTHY P.MURRAY KENNETH L.KIMMELL Lieucanant Governor Commirsioner June 19,2012 Thomas McKean RE: BARNSTABLE--Subsurface Sewage Disposal- Barnstable Public Health Division Proposed Variances to Title 5 of The State 200 Main Street Environmental Code for Maura McCaw, 9 Laurel Hyannis, Massachusetts 02601 Avenue,BRP WP 64c, Transmittal No. X25173 8 and Calvin Klaus Q. J.1�` ' J 151 Coolidge Avenue,Apt. 107 Watertown, Massachusetts 02472 - Dear Mr. McKean and Mr. Klaus: .jam Pursuant to Title.5 of the State Environmental.Code, 310 CMR 15.412,the Southeast , Regional Office of the Department of Environmental Protection has completed its review of the above-referenced application for approval of variances granted by the Barnstable Board of Health. The application contains a copy of the Board of Health's grant of a variance from the following provision[s] of Title 5, 310 CMR 15.000: 1. 15.211(1): Minimum setback distances. The proposed soil absorption system will be installed 2' from the property line. 2. 15.212 (1): Depth to groundwater. The proposed soil absorption system will be installed three feet above high groundwater. 3. 15.255 (2): Construction in fill. The proposed soil absorption system will be installed two feet from the impervious barrier. 4. 15.227 (5): Placement and construction of tees. The proposed septic tank and the proposed pump chamber will be installed with less than 12 inches between inlet/outlet elevations and high'groundwater: 5. 15.242: Effluent loading rates. The proposed soil absorption system will be reduced .� I:.: by 25%. -:As part of the application, the Department received a plan, titled as follows: This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD#1-866-539-7622 or 1-617-574-6868 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper .2 "TITLE 5 SITE PLAN OF 9 LAUREL AVENUE CENTERVILLE PREPARED FOR MAURA McCAW JANUARY 4, 2012 DOWN CAPE ENGINEERING, INC. 939 MAIN STREET (ROUTE 6A), YARMOUTHPORT MA 02675" Based upon its review of the application, and in accordance with 310 CMR 15.410,the Department has determined both of the following: a) The applicant has established that enforcement of 310 CMR 15.000 would be manifestly unjust,considering all of the relevant facts and circumstances of this case. i. Due to lot constraints,high ground water and to keep the profile of the leaching field down these variances are necessary to prevent the installation of a tight tank. b) The applicant has established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of 310 CMR 15.000. The applicant has established equivalent environmental protection as follows: i. The new system will incorporate the use of a MicroFAST and meet all construction standards of 310 CMR 15.000,therefore the same level of environmental protection will be achieved. Based on this information,the Department believes that the applicant has demonstrated equivalent environmental protection and therefore, approves the Board of Health's grant of variance to 310 CMR 15.000 subject to the following: 1. There is to be no increase in sewage flow to the repaired subsurface sewage disposal system and no increase in square footage to the structure that results in an increase in design flow to the sewage disposal system. 2. The applicant shall record a notice at the Registry of Deeds, detailing the need for the MicroFAST on this property and the involvement of the Department in its approval. A copy of the notice shall be sent to the local Board of Health and this office. 3. This approval does not allow for the use of a garbage grinder. 4. The applicant must follow all the conditions outlined in the Department's June 16, 2006,modified January 23, 2008 Remedial Use Approval letter for.the MicroFAST system. 3 Should you have any questions regarding this matter,please contact Christos Dimisioris at (508) 946-2732 Very truly yours, Brian A. Dudley Bureau of Resource Protection D/CD cc: Down Cape Engineering, INC. 939 Main Street(Route 6A) Yarmouthport MA 02675 P:\WA251738 Approval.docx This variance determination is an action of the Department. If the applicant is aggrieved by this determination, s/he may request an Adjudicatory Hearing in accordance with 310 CMR 1.00 and M.G.L. C.30A. A request for an Adjudicatory Hearing must be made in writing and postmarked within 30 days of the date of issuance of this determination. Pursuant to 310 CMR 1.01(6), the request must state clearly and concisely the facts that are grounds for the request and the relief sought. The hearing request, along with a valid check payable to Commonwealth of Massachusetts in the amount of one hundred dollars ($100.00), must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 The hearing request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver, as described below. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory hearing-filing fee for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts in support of the claim of undue financial hardship. Doi_: 1 s 214 Y 9 0 02-22-2013 1 1 a 05 BARNSTABLE LA14D COURT REGISTRY DEED RESTRICTION WHEREAS, �q u,r�cZ, K. of �.� CDD l 1�q Q �ers 0! 70 7 - �Ct�C f OW✓I MA p (address) is the owner of -/ Z-Out'd Ave . located at � ,r (address) 2✓I T�-✓Vi � 2. MA (hereinafter referred to as and being shown on a plan entitled "Subdivision of Land in MA, Property of et al, duly recorded in Barnstable County Registry of Deeds in Plan Book , Page Or on Land Court Plan Number 6 0 9— 1 f-,E Z_ WHEREAS, MQCkr-a_ �. MCCA,) 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 NOW, THEREFORE, 6Z"Q does hereby place the (owner's 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: �i may have constructed L" (address) upon the lot a house containing no more than reC (3) bedrooms. -- Mau,,-a- V. fIc ao agrees that this shall be permanent deed (owner's name) restriction affecting located on MA and being shown on the plan recorded in Plan Book , Paged Or on Land Court Plan 0 - E l-oZ For title of see the following deed: Book , Page . Or Land Court Certificate of Title Number 176114 Executed as a sealed instrument a t day of �2_ 4-0 Owner's signature Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS y , ss 2 h , 20 1 `3 Then personally appeared the above-named M0UV,C- - Mc11a / known to me to be the person who executed the foregoing instrument and acknowledged the same to be free act and deed, before me, n�W z � �m> P A UZi > o-<w xs� Notary fn mom, 4� n d,P o" Eq�r o'4'/ � M commission expires: �ma 00 � ti y p� T --� o U' . a 111 > OWN S. KAttIMI (d r,+�' •°Illgtary public ( ate) 4Ith of Massachusetts deedr 6-; fhlSsiOA Expires ; �•°d� Et�'.�•`C� b•� '' �019 BARNSTABLE REGISTRY OF DEEDS t....€j U��. r cc �pf1INWE lqy Barnstable Town of Barnstable � M-Mwcaft ` '" MAS& Board of Health �,ss. I t639 � rFn °i 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi March 27, 2012 Mr. Arne Ojala Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE _,:.9 Laurel Aenue; Centervllle= A =226 `075 Dear Mr. Ojala, You are granted a conditional variance on behalf of your client, Mura McCaw, to construct an onsite sewage disposal system at 9 Laurel Avenue, Centerville. The variance granted is as follows: 310 CMR 15. 405 (1)(a): To install the soil absorption system two (2) feet away from the property line, in lieu of the minimum ten feet separation distance required. 310 CMR 15. 255 (2)(e): To install the soil absorption system two (2) feet away from an impervious barrier, in lieu of the minimum ten feet separation distance required 310 CMR 15. 405 (1)(c): To deign the soil absorption system 25% smaller than the normally required leaching facility size. i 310 CMR 15. 405(1)(i): To allow for a reduction in the 12" separation between the inlet/outlet tees and the high groundwater elevation. Section 360-1 of the Town of Barnstable Code: To install the soil absorption system 78 feet away from wetlands, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the septic tank and pump chamber 72 feet away from wetlands, in lieu of the minimum 100 feet separation distance required. Q:\WPFILES\OjalaMcCAw9LaurelAveVariances2Ol2.doc These variances are granted with the following conditions: (1) The applicant shall obtain approval from the Massachusetts Department of Environmental Protection (DEP) pursuant to 310 CMR 15.284 through filing a BRPWP 64c permit application. This is required by DEP due to the fact that the applicant is seeking both a variance reduction to groundwater and a variance in regards to the reduction of the leaching facility size. (2) No more than three (3) bedrooms 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 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 septic system with innovative technology components shall be installed in strict accordance with the engineered plans dated January 4, 2012. (5) The designing engineer shall supervise the construction of the onsite sewage disposal system with innovative technology components and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated January 4, 2012. (6) The influent and wastewater effluent shall be monitored quarterly for two years for pH, BOD5, TSS,ITKN, NO3-N, and ammonia. (7) After the two years, the applicant may come before the Board of Health at a public meeting to review for any adjustments (i.e. reductions) to the monitoring plan. These variances are granted because physical constraints severe limit the location of an onsite sewage disposal system at this property due to it's small size and close proximity to wetlands. The proposed plan appears to meet the i maximum feasible design standards contained within the State Environmental Code, Title 5 and local Health Regulations. Since ely yours, W neIler, .D. Ch irm Q:\WPFILES\OjalaMcCAw9LaurelAveVariances2Ol2.doc �TME DATE: �� 1 FEE: BARNSTABLE, 9 MASS. 039. ♦m REC. BY� A'�DN9° Town of Barnstable SCHED. DATE: 3 3 f7i Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REOUEST FORM LOCATION Property Address: 9 I l Lo-utr five— Assessor's Map and Parcel Number: &57" Size of Lot: ®- Wetlands Within 300 Ft. Yes i/ Business Name: No Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes _� No PROPERTY OWNER'S NAME CONTACT PERSON Name:Ma ra. McCaw Name: ban Id 6)1 Cj X - �Owl,-, QLpP 57"1/JU I Address: IYI CO a 1, qQ e � �� Address: jq Phone: Phone: ��/ 34-1— ?U W I VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) a4=i= « a NATURE OF WORK: House Addition El House Renovation El Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) i M ' Please submit copies in 4 separate completed sets. T11 our(4)copies of the completed variance request form our(4)copies of engineered plan submitted(e.g.septic system plans) r Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian 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 12� -- Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at appl cant's expen�(for FMle V"a! or local sewage regulation variances only) /v 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/lessee 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 Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL, Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS . ■ Complete items 1,2,and 3.Also complete A ignatureI_ item 4 If Restricted Delivery is desired. x e ❑Agent s Print your name and address on the reverse ,' ❑Addressee so that we,can return the card to you. B. Received by(Printed Name) Fate of Delivery ■ Attach this cans to the back of the maiipiece, or on the front if space permits. D. Is delivery address different from it 1? ❑Yes 1. Article Addressed to' L If YES,enter delivery address bel No ._}`x (�J p fJ Service Type ?7 Certified Mail ❑Express Mail ®1' Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service labeQ : + ;7 010 s 118 7 0 p*0 2 7 2 01 f 3 0 0 9 i 8 PS Form 3811,February 2004 Domestic Return Receipt 102595-02M-1640 UNITED STATES POSTAQ$!h"'O' :'z: ; ;' ' t !First- ai SS M . 4. l:Ty1lY1�E .t. SPS:',.,'' !o• i'... .. .. Permit No.G-10 ° Sender: Please print your name, address, and ZIP+4 in this box • Down Cape Engineering, 939 Alain St. — Suite C )*16fih P0r4. NA 02675 ,_ ►,��il�jil':11�,,,fl.I'ii,li'1!'lill�Il`I,Irf,,�i�fllil.4ili,,i�'it�l. . SENDER: COMPLETE THIS SECTION COMPLETE THIS ON,DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature, Item 4 if Restricted Delivery is desired.. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received b (Printed Name) of slivery ■ Attach this card to the back of the mailpiece, �� // 3 or on the front if space permits. D. Is delivery address different from Item 1? 13 Yes II 1. Article Addressed to: If YES,enter delivery address below: o V v�� Q 0 /�� 3. g=Mall � ` ❑Express Mail /J� ❑Registered Return Receipt for Merchandise a 6� (� � `j ❑Insured Mail. ❑C.O.D. V 1�J7� ! 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number \ (Transfer from service is "70Z0 i1870 f 0002`' '20Z' 3OZ6" c�W PS Form 3811,February 2004 Domestic Return Receipt 102595 02-M-1540 I UNITED STATES.POSTAL SERVICE, -. ... .. 'first lass, aiv:,.,,-:.. VK • Sender: Please print your name, address, and ZIP+4An this box • DOWN Cape Engineering hn St. Sit inc. -- Suite C Port, &A 026 75 t v VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405: 1(j): REDUCTION IN 12" SEPARATION BETWEEN INLET AND OUTLET TEES AND HIGH GROUNDWATER 1(a): REDUCTION IN SETBACK TO LOT LINES (10' TO 6' FOR ST AND PC; 10' TO 2' FOR SAS) 1(c): 25% REDUCTION IN NORMALLY REQUIRED LEACHING FACILITY SIZE 15.255 (5): REDUCTION IN LATERAL REMOVAL OF UNSUITABLE SOILS FROM 5' TO 2' TOWN OF BARNSTABLE HEALTH REGULATIONS SECTION 360-1: REDUCTION IN SETBACK, SAS TO REGULATABLE WETLAND (100' TO 78') REDUCTION IN SETBACK, ST TO REGULATABLE WETLAND (100' TO 72') BUOYANCY CALCULATIONS: 1500 GAL. EXTERNAL MOUNT FAST H-20 TANK WGT: 21230 LBS (SHOREY EX.) 3.85x11 x6.17x62.4 = 16,305 LEIS UP (OK) 1000 GAL. H-20 PC WGT: 14,500 LBS. 9 x 5.25 x 4.15 x 62.4 = 12,235 LBS UP (OK) T t r - tel.(508)362-4541 939 main street A 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering inc. structural design February 28, 2012 civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. Barnstable Board of Health Timothy H.Covell,PL.s, land court 200 Main Street Andrew R.Garulay,R.L.A. surveys Hyannis, MA 02601 site planning Re: 9 Laurel Avenue, Craigville (Centerville) Dear Board Members: sewage system designs The enclosed represents a variance filing for the upgrading of a cesspool septic system to a new Title 5 septic system, utilizing innovative/alternative technology. No inspections increase in habitable space or bedrooms is proposed. The system is designed based on the existing 3 bedrooms. The following variances are requested under Maximum Feasible Compliance 15.405 and Town of Barnstable Regulations: permits Ia: reduction in setback, SAS to lot line (10' to 2') & 10' to 6' for septic tank landscape and pump chamber architecture 15.255(2)(e) & (5): reduction in setback, SAS to impervious barrier(10' to 2') & reduction in removal, 5' to 2' 1(c): 25%reduction in normally required leaching facility size 16): reduction in 12" separation between inlet and outlet tees and high groundwater Variances requested under Barnstable Board of Health Regulations: Art I: Section 360-1: Reduction in system setbacks to regulatable wetlands (100' to 78'); septic tank and pump chamber to regulatable wetland, 100' to 72' Due to severe site constrictions to include the presence of wetlands and the relatively small amount of useable land, setback variances are requested in order to maintain the greatest distance possible to the wetlands and separation to groundwater. Since the site is within 300' of a tidal water body, a monitoring well was set and automated readings taken over a full moon cycle. The highest water level reading was used in the design. Because of the proximity to both wetlands and high groundwater, an Innovative/Alternative septic system component is proposed under a Remedial Permit, to allow the system to be 3' from high groundwater. A retaining wall is required around a portion of the system(where it abuts the front of the porch) due to site constraints. This septic upgrade design plan was heard before the Conservation Commission on January 31, 2012, and was approved. The Determination of Applicability and Hamlyn Consulting's report are enclosed. 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. Very truly yours, Daniel A.. Ojala, PE, S Down Cape Engineering, Inc. Prop ID:226189 CARDARELLI,PATRIZIO Q TRS PATCO NOMINEE TRUST 107 ST REGIS CRESCENT SOUTH. TORONTO,ON M35246 CANADA, . . Prop ID:226074 CURRIER,DIANE L 47 TROWBRIDGE AVENUE NEWTON,MA 02460 Prop ID:226075 MCCAW,MAURA K 1.51 COOLIDGE AVE.,APT 707 WATERTOWN,MA 02472 Prop ID:226075001 MCCAW,.MAURA K 151. COOLIDGE AVE.,APT 707 WATERTOWN,MA 02472 Prop ID:226076 VESTER,NANCY N TR NORWOOD REALTY TRUST P O'BOX 1.82 ST ALBANS BAY,VT 05481 FIRST FLOOR 9'x 10' 6'x 9' Bedroom bath 9'x 13' DECK Kitchen 1 O'x 12' Den (open) o U) 14'x 14' 15'x 19' Porch Living Room Porch SECOND FLOOR v 14'x 20' i bedroom o 14'x 14' 41 bedroom 1" = 10' Page 1 of 1 Desmarais, Donald From: Daniel A. Ojala PE, PLS [downcape@downcape.com] Sent: Monday, March 12, 2012 1:21 PM To: Desmarais, Donald Cc: 'Sarah B. Ojala' Subject: #9 Laurel Cville Hi, Don: Based on the FAST Remedial permit (attached) It looks like we need local approval, then DEP with a BRPWP 64c application, as we are seeking both the reduction to groundwater and a reduction in size. Pasted from the remedial approval: EXCEPTION: If a remedial System needs more than one of the allowable reductions listed above, then the reductions must first be approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284 through filing a BRPWP 64c permit application. Daniel A. Ojala PE, PLS down cape engineering,inc. g g. 939 Main St. Yarmouthport, MA 1-508-362-4541 x108 1-508-362-9880 fax downcape@downcape.com 3/12/2012 Maura McCaw 9 Laurel Avenue, Centerville, MA \ Discussion of Proposed Activity (ray The applicant seeks to upgrade an existing septic system at 9 Laurel Avenue, Centerville within / land subject to coastal storm flowage and the buffer zone to a bordering vegetated wetland and an isolated vegetated wetland. Land subject to coastal storm flowage occurs to elevation 11 feet in accordance with the Federal Emergency Management Agency's Flood Insurance hate Map for the Area- Flood Zone A10, el. 11 feet. Virtually the entire property is located within LSCSF. The July 23, 1941 subdivision Plan 17609A shows the existing dwellings on the locus and abutting properties. in addition,two large structures are shown behind Lots A&B,the foundations of which are still on site. These foundations and the associated fill serve to separate an isolated vegetated wetland from the larger vegetated wetland bordering Centerville River. The westerly border of the IVW at Flags #4A-6A is located at the edge of the existing solid slab of the old foundation behind Lot B,buried minimally below grade. The isolated wetland extends to the southwest,to the remnants of the other foundation at Flag#1,and connects back to Flag 2A. The southwesterly corner of the wetland is not specifically flagged onsite-area noted on plan as approximate between Flags #1 and #2A; the edge moves away from the proposed area of the upgrade at Flag#1 (not sure if I was still on locus site and sensitive to trespass issues). The entire edge of the IVW was confirmed not to have a surface connection to the BVW. Attached are two DEP BVW Delineation Field Data Forms, one each for the BVW and adjacent upland. The IVW has been historically mowed and supports primarily sedges (Carex sp,) and horsetail (Equisetum arense). The area over the concrete slab supports clover,vetch,velvet grass,and horsetail(sparser than in wetland). The septic system is being upgraded in association with the owners'intention of marketing the property. No house construction is proposed. The existing system consists of a cesspool located approximately 67 feet from the BVW and approximately 14 feet from the IVW. The cesspool is to be pumped and removed,the new soil absorption system to be constructed adjacent to Laurel Avenue to maximize the horizontal setbacks Erom the wetland-—78 feet from the BVW and —31 feet from the IVW- and groundwater- 3 feet from the highest observed groundwater elevation determined from monitoring well readings over a new moon cycle. A 1500-gallon septic tank with a FAST unit for [A treatment is to be installed with a 1000 pump chamber,which will pressure dose effluent to the SAS. A minimal landscape tie retaining wall with liner is proposed with the leaching system, exposed a maximum of 1.3 feet to the rear;the system will meet natural grade at the street. The system has been designed in maximum feasible compliance with Title 5 and Town of Barnstable Health Regulations. Section 15.405(1)c allows for a 25 percent reduction in the leaching facility size with a deed restriction: the dwelling is restricted to a maximum of three bedrooms, as currently exists. A work limit line is to be established with a trenched silt fence or staked coir logs as shown on the site plan prior to any site disturbance and shall be maintained to project completion. Disturbed areas are to be underlain with 4 inches of loam and seeded with a conservation grass mix. 44 Commercial Street Please complete all items marked Raynham, MA including three signatures. Mail 02767 signed original contract to: Wastewater Treatment Services.Inc. 44 Commercial Street Tel: (508) 880-0233 Itaynham.MA 02767 Fax: (508) 880-7232 INSPECTION AND EFFLUENT TESTING AGREEMENT 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 tertain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office,WTS wil ee wing services only: Equipment will be inspected at least 4 times per year that this A ment remains in effect,with the first inspections beginning These inspections will include: 1) Testing of the sludge depth in the septic tank. 1) Inspection, power testing and clean/replace intake filter of the air blower. 1) Inspection of the alarm system. 1) Inspect overall condition of FAST®System. 1) Notification to OWNER of any problems encountered. I) Service other th tutine maintenance will be billed at an hourly rate, plus travel and parts. WTS shall note %e al Board of Health and Department of Environmental Protection in writing within 24 hours y''l5nt failure or alarm event including corrective measures that have been taken. O 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 standard labor rates of$68.00 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 tin Sundays and holidays. Emergency service charges will include a minimum four(4)hours of la p standard WTS charges for parts, plus mileage and travel charges. The annual rate includes Q tin aintenance,but does not include repairs required for damages caused by abuse, accident,th ct v hird persons, forces of nature,or alterations made to the equipment. WTS shall not be r i or failure to render the agreed services if caused by strikes, labor disputes, non-cooperation by OR, or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special, incidental or consequential damages, including 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. This is a two-year contract which will be billed annually. All payments are non-refundable. OWNER's failure to pay invoices promptly or to otherwise comply with this contract may result in suspension of service,cancellation of contract and/or nullification of warranties, at the election of WTS. This agreement is not assignable without the consent of NM and will remain in force until canceled by either party through written notice. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE Bio-Microbics MicroFAST ,MA $370.00 EQUIPMENT OWNER Wastewater Treatment Services,Inc. *Signed by OWNER: Signed: *Address: 44 Commercial Street e v Raynham, MA 02767 Tele: (508)880-0233 *City: State: Zip: Fax: (508)880-7232 MA Telephone Effective Date of Agreement OWNER understands that(1)ANNUAL RATE payment is for one year o of t� two-year agreement and is non-refundable; and(2)Current law requires OWNER to main a s ice agreement for the life of the FAST®System I HAVE READ AND UNDERSTAND GOING. *Signed by OWNER: % Effluent Testi Effluent sample taken 4 times per year a d delivered to a qualified testing lab for evaluation. Results sent to State and local Agencies as well s OWNER OWNER is responsible for providing acceptable access to effluent to enable a ab pl o be taken for laboratory testing performed. PERMIT: e *(PLEASE CHEC )GENERAL ( )REMEDIAL O PROVISIONAL *SPECIAL COND ER LOCAL BOARD OF HEALTH(Y)or(N)if YES,please attach copy of permit ( )pH,BOD5,TSS O Totaj Nitrogen Nitrate,Nitrite, Ammonia O Other: *Cost for testing: $ [visit Operator assigned: William Everett Telephone: (508)400-3868 *Engineer: *Approval for Effluent Testing Homeowner's Signature AAMA-RM 2a pd Town of Barnstable Geographic Information System Parcel Viewer Custom Map Abutters Map Size ® Zoom Out In JPG Map: 226 227146 Location: N 0 226088 r N 27 Owner: 226077 N 4 226078 N 28 226089 114 Location In t ��a01e ivaer 226084 Map&Parce 826076 N 120 Location N 1D 226083 Acreage �N 117. 226076 226082 NQ - N 113 226090 Current 0% 2260M001 226189, Nil Mailing Addl N0 N101 226091 2260$0 027 226140 N 79 226074 226060 N 63 N 93 d N 95 226001 226070 Appraised 1 N94 Ni Extra Featur 220059 226069 N90 N•13 Out Building 226068 Land 226062 N Buildings . � N$6 22005$ �2606 Total Apprai N�4 226036 N 84 n N 66 �` 22iU606366Y 226066 226196 N 3 Assessed V 22603Z NO 226064 226071 Extra Featur 226030 �� N64Y 226043 N74 226065 N163 N 149 Out Building N 67 N 47 N 47 Land Buildings Set Scale 1" = 127 I Aerial Photos I MAP DISCLAIMER Total Assess Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or commi BarnstableMA v1.2.4113 [Production] l Z_v Town of Barnstable Geographic Information System February 28, 2012 226078 226Ci #28 #27 226089 #54 226085 #129 226077 #4 226084 it 226076 G� 9 � x � ' 226083 #117 .'C.?226075001r. r:'.:..:E:'%'..r'.:. ',.• :::.:.::>:::.. ::..:r 226082 #0{:•:r.ii:.i:.[ •..226075 #113 - #9 228149 226090 r yOp F< 226091 a;. 226060 a 226074 �a #95 #93. 226080 OG v 226061 226070 #79 w #94 #17 4� 226059 #90 226069 #13 226062 226068 0 7 Feet 226058 4 #86 226067 # 22607.1 #4 #163 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:226 Parcel:075 Board of Health Selected Parcel F-1 M boundary determination or regulatory interpretation. Enlargements beyond a scale of 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no set distance)and the properties located are only graphic representations of Assessors tax parcels. They are not true property across the street. Abutters ::'•: boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer �� TRANSMITTAL DATE: 2-28-2012 From: Sue Lopez To: Barnstable Board of Health RE: 9 Laurel Avenue Craigville Method of Deliver - Delivered Enclosed - Variance request form with accompanying documentation 4 copies of request 4 copies of Site Plan dated 1-4-12 7 page checklist 4 copies of floor plan Authorization letter Abutters list/map Abutters letter Discussion of Proposed Activity FAST System agreement RDA filing (negative determination) Locus map Cc: File DOWN CAPE ENGINEERING, INC. 939 MAIN ST, SUITE C YARMOUTHPORT, MA 02675 PHONE: 508-362-4541 FAX: 508-362-9880 E-MAIL: tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, MC. 1 structural design civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L. . Arne H.Ojala P.E.,RL.S� Timothy H.Covell,P.L.S.; i land court Andrew R.Garulay,R.L.A. surveys i site planning i sewage system designs To: Members of Board of Health 200 Main Street, inspections Hyannis,MA 02601 i From: f�laur0- �`'�C OaVi J permits Subject: Authorization to represent us i landscape architecture -L MRu,ro, Co-,A� ow0ero6 9 L.av,-a five. Cr-a�9✓�fle. N4 authorize Down Cape Engineering,Inc to represent us at the upcoming public hearing. Thank you. i 1 incerely Yours /i { i r i ! t 1 ! i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands �• �' vd� WPA Form 2 — Determination of Applicability U0TAM3, ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 'ao xass� �* and § 237-1 to § 237-14 Town of Barnstable Code DA- 12012 A. General Information Important: When filling out From: forms on the Barnstable computer, use only the tab Conservation Commission key to move To: Applicant Property Owner(if different from applicant): your cursor- do not use the Maura McCaw return key. Name Name 151 Coolidge Avenue, Apt. 707 r� Mailing Address Mailing Address Watertown MA 02472 City/Town State Zip Code City/Town State Zip Code rannn 1. Title and Date (or Revised Date if applicable)of Final Plans and Other Documents: Title 5 Site Plan 1/4/2012 Title Date Title Date Title Date 2. Date Request Filed: January 13,2012 B. Determination Pursuant to the authority of M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code, the Conservation Commission considered your Request for Determination of Applicability, with its supporting documentation, and made the following Determination. Project Description (if applicable): . Upgrade existing septic system Project Location: 9 Laurel Ave. Centerville Street Address Village 226 075 & 075-001 Assessors Map Number Assessors Parcel Number wpaform2.doc-Request for Departmental Action Fee Transmittal Form•rev.10/6/04 Page 1 of 2 "vt Massachusetts Department of Environmental Protection At£ o Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of ApplicabilityLl Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ado 9 and § 237-1 to § 237-14 Town of Barnstable Code DA- 12012 ° AYs B. Determination (cont.) The following Determination(s) is/are applicable to the proposed site and/or project relative to the Wetlands Protection Act and regulations: Positive Determination Note: No work within the jurisdiction of the Wetlands Protection Act may proceed until a final Order of Conditions (issued following submittal of a Notice of Intent or Abbreviated Notice of Intent)or Order of Resource Area Delineation (issued following submittal of Simplified Review ANRAD) has been received from the issuing authority(i.e., Conservation Commission or the Department of Environmental Protection). R ❑ 1. The area described on the referenced plan(s)is an area subject to protection under the Act. Removing,filling, dredging, or altering of the area requires the filing of a Notice of Intent. ❑ 2a. The boundary delineations of the following resource areas described on the referenced plan(s)are, confirmed as accurate. Therefore, the resource area boundaries confirmed in this Determination are binding as to all decisions rendered pursuant to the Wetlands Protection Act and its regulations regarding..,: such boundaries for as long as this Determination is valid. ❑. 2b.:The boundaries.of resource areas listed below are not confirmed by this Determination, regardless of whether such boundaries are contained on the plans attached to this Determination or to the Request for Determination. ❑ 3. The work described on referenced plan(s) and document(s) is within an area subject to protection under the Act and will remove, fill, dredge, or alter that area. Therefore, said work requires the filing of a Notice of Intent. ❑ 4. The work described on referenced plan(s)and document(s) is within the Buffer Zone and will alter an Area subject to protection under the Act. Therefore, said work requires the filing of a Notice of Intent or ANRAD Simplified Review (if work is limited to the Buffer Zone). ❑ 5. The area and/or work described on referenced plan(s)and document(s) is subject to review and approval by: Barnstable Name of Municipality Pursuant to the following municipal wetland ordinance or bylaw: §237-1 to §237-14 Town of Barnstable Code Chapter 237 Name Ordinance or Bylaw Citation wpaform2.doc-Request for Departmental Action Fee Transmittal Form-rev.10/6/04 Page 2 of 2 z Massachusetts Department of Environmental Protection Q�-r+src Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of Applicability 9 �488 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code DA- 12012L) I]' B. Determination (cont.) ❑ 6. The followingarea and/or work, if any, is subject to a municipal ordinance or law but not Y — 1 P Y subject to the Massachusetts Wetlands Protection Act: ❑ 7. If a Notice of Intent is filed for the work in the Riverfront Area described on referenced plan(s) and document(s), which includes all or part of the work described in the Request, the applicant must consider the following alternatives. (Refer to the wetland regulations at 10.58(4)c. for more information about the scope of alternatives requirements): ❑ Alternatives limited to the lot on which the project is located. ❑ Alternatives limited to the lot on which the project is located, the subdivided lots, and any adjacent lots formerly or presently owned by the same owner. ❑ Alternatives limited to the original parcel on which the project is located, the subdivided parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality. ❑ Alternatives extend to.any sites which can reasonably be obtained within the appropriate region of the state. Negative Determination Note: No further action under the Wetlands Protection Act is required by the applicant. However, if the Department is requested to issue a Superseding Determination of Applicability, work may not proceed on this project unless the Department fails to act on such request within 35 days of the date the request is post-marked for certified mail or hand delivered to the Department. Work may then proceed at the owner's risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this document. ❑ 1. The area described in the Request is not an area subject to protection under the Act or the Buffer Zone. ❑ 2. The work described in the Request is within an area subject to protection under the Act, but will not remove, fill, dredge, or alter that area. Therefore, said work does not require the filing of a Notice of Intent. ® 3. The work described in the Request is within the Buffer Zone, as defined in the regulations, but will not alter an Area subject to protection under the Act. Therefore, said work does not require the filing of a Notice of Intent, subject to the following conditions (if any). Sediment controls shall be deployed along the work limit shown on the plan. Prompt loaming, seeding, thatching after construction. Phragmites (tall reed) shall not be mowed. ❑ 4. The work described in the Request is not within an Area subject to protection under the Act (including the Buffer Zone). Therefore, said work does not require the filing of a Notice of Intent, unless and until said work alters an Area subject to protection under the Act. wpaform2.doc•Request for Departmental Action Fee Transmittal Form•rev.10/6104 Page 3 of 2 R - Massachusetts Department of Environmental Protection o4'ca�€ro Bureau of Resource Protection - Wetlands ' WPA Form 2 — Determination of Applicability $, Dil=LZ 8LE i Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code DA- 12012 � B. Determination (cont.) ❑ 5. The area described in the Request is subject to protection under the Act. Since the work described therein meets the requirements for the following exemption, as specified In the Act and the regulations, no Notice of Intent is required: Exempt Activity(site applicable statuatory/regulatory provisions) ❑ 6. The area and/or work described in the Request is not subject to review and approval by: Barnstable Name of Municipality Pursuant to a municipal wetlands ordinance or bylaw. §237-1 to §237-14 Town of Barnstable Code Chapter 237 Name Ordinance or Bylaw Citation C. Authorization This Determination is issued to the applicant and delivered as follows: ❑ .;by hand delivery on.:i.- by certified mail, return receipt requested on FEB e 8 2012 Date Date This Determination is valid for three years from the date of issuance (except Determinations for Vegetation Management Plans which are valid for the duration of the Plan). This Determination does not relieve the applicant from complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. This Determination must be signed by a majority of the Barnstable Conservation Commission. A copy must be sent to the appropriate DEP Regional Office (see http://www.mass.gov/dep/about/region.findyour.htm)and the property owner(if different from the applicant). Signatures: - 114 Date wpaform2.doc-Request for Departmental Action Fee Transmittal Form-rev.10/6/04 Page 4 of 2 ^ usF Massachusetts Department of Environmental Protection O�IKE.pa Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of ApplicabilityLI Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code DA- 12012 D. Appeals The applicant, owner, any person aggrieved by this Determination,any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate Department of Environmental Protection Regional Office (see http://www.mass.gov/dep/about/re.qion.findyour.htm)to issue a Superseding Determination of Applicability. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form (see Request for Departmental Action Fee Transmittal Form)as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Determination.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant if he/she is not the appellant. The request shall state clearly and concisely the objections to the Determination which is being appealed. To the extent that the Determination is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Act or regulations, the Department of Environmental Protection has no appellate jurisdiction. wpaform2.doc•Request for Departmental Action Fee Transmittal Form-rev.10/6/04 Page 5 of 2 F � COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner MODIFICATION OF APPROVAL FOR REMEDIAL USE Pursuant to Title, 310 CMR 15.00 Name and Address of Applicant: Bio-Microbics, Inc. 8450 Cole Parkway Shawnee, KS 66227 Trade name of technology and model: MicroFAST®Treatment System Models MicroFASTO 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0; HighStrengthFAST®Treatment System Models HighStrength FASTS 1.0, 1.5, 3.0, 4.5 and 9.0 and NitriFAST®Treatment System Models NitrriFASTV 0.5, 0.75, 1.0, 1.5, 3.0, 4.5 and 9.0 (hereinafter called the "System"). Schematic drawings illustrating the models and an Inspection checklist are part of this approval. Transmittal Number: W 072367 Date of Issuance: June 16, 2006, modified January 23, 2008 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental, Protection hereby issues this Modified Approval for Remedial Use to: Bio- Microbics, Inc., 8450 Cole Parkway, Shawnee, KS (hereinafter"the Company"), approving the System described herein for Remedial Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Approval constitutes a violation of 310 CMR 15.000. ./ January 23, 2008 Glenn Haas, Acting Assistant Commissioner Date Bureau of Resource Protection This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep 00 Printed on Recycled Paper Modification of Approval for Remedial Use MicroFAST,HighStrengthFAST and NitriFAST Treatment Systems Page 2 of 8 I. Purpose 1. The purpose of this Approval is to allow use of the System in Massachusetts, on a Remedial Use basis. 2. With the necessary permits and approvals required by 310 CMR 15.000, this Approval for Remedial Use authorizes the use and installation of the System in Massachusetts. 3. The System may only be installed on facilities that meet the criteria of 310 CMR 15.284(2). 4. This Approval for Remedial Use authorizes the use of the System where the local approving authority finds that the System is for upgrade of a failed, failing or nonconforming system and the design flow for the facility is less than 10,000 gallons per day (GPD). II. Design Standards 1. The System, MicroFASTO 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0, and HighStrengthFASTO 1.0, 1.5, 3.0, 4.5 and 9.0, and,NitriFASTO 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0 units are installed in a tank or tanks having a primary settling zone and an aerobic biological zone. Solids settle in the primary settling zone that is quiescent. In the aerobic zone,the sewage is continually agitated and aerated. Bacteria in the sewage attach to the surface of a submerged plastic media; they reproduce by consuming the organic material in the sewage. 2. The MicroFASTO 0.5, 0.75 and 0.9, HighStrengthFASTO 1.0 and NitriFASTO 0.5, 0.75 and 0.9 are installed in the second compartment of a two-compartment tank with a total liquid capacity of at least 1,500 gallons constructed in accordance with 310 CMR 15.226. 3. The MicroFASTO, HighStrengthFASTO and NitriFASTO 1.5 are installed in the second compartment of a two compartment 3000-gallon tank constructed in accordance with 310 CMR 15.226. 4. The MicroFASTO, HighStrengthFASTO and NitriFASTO 3.0, 4.5, and 9.0 units are installed in a separate tank constructed in accordance with 310 CMR 15.226. The units are located between a standard Title 5 septic tank, designed in accordance with 310 CMR 15.223 and 15.224, and the soil adsorption system (SAS) 5. Access shall be provided to all tanks in the primary settling and aerobic biological zones in accordance with 310 CMR 15.228 (2). The tanks shall have at least three manholes with readily removable impermeable covers of durable material provided at grade. Two manholes, over the inlet and outlet, shall have a minimum opening of 20 inches. All access ports and manhole covers shall be installed and maintained at grade to allow for maintenance of the System. 6. The control panel including alarms and pump and aerator controls shall be mounted in a location accessible to the System operator. G Modification of Approval for Remedial Use MicroFAST, HighStrengthFAST and NitriFAST Treatment Systems Page 3 of 8 7. The System may be used in soils with a percolation rate of up to 90 min./inch. For soils with a percolation rate of 60 to 90 min./inch,the effluent loading rate shall be 0.15 GPD/ sq. ft. 8. Pressure distribution designed in accordance with Department guidelines is required for all installations of the System. III. Allowable Soil Absorption System Design 1. The following reductions are allowable for Soil Absorption Systems (SAS)when designing the System. A. The approving authority may allow up to a 50 percent reduction in the area of the soil absorption system required by 310 CMR 15.242; or B. The approving authority may allow a reduction in the required separation between the bottom of the SAS and the high groundwater elevation of up to two feet. This provides a minimum separation of two feet(in soils with a recorded percolation rate of more than two minutes per inch) or a three feet(in soils with a recorded percolation rate of two minutes or less per inch); or C. The approving authority may allow a reduction in the required four feet of naturally occurring pervious material in an area with no less than two feet of naturally occurring pervious material,provided that it has been demonstrated that the four foot requirement cannot be met anywhere on the site. EXCEPTION: If a remedial System needs more than one of the allowable reductions listed above, then the reductions must first be approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284 through filing a BRPWP 64c permit application. 2. Additional reductions allowable for Soil Absorption System (SAS) when designing the System: A. When using IA, 1B, or 1C above for the System where full compliance with 310 CMR 15.000 is not feasible, the local approving authority may consider granting local upgrade approvals in accordance with the provisions of 310 CMR 15.401 — 15.405. For example: i. When an applicant chooses up to a 50 %reduction in the SAS area with the use of I/A technologies,the local approving authority may grant a local upgrade approval for reduction to estimated high groundwater in accordance with 310 CMR 15.405(1)(h). ii. When an applicant chooses up to a two foot reduction in the estimated separation of high groundwater from the bottom of the SAS area with an I/A technology,the local approving authority may consider granting a local 1 Modification of Approval for Remedial Use MicroFAST,HighStrengthFAST and NitriFAST Treatment Systems Page 4 of 8 upgrade approval for SAS reduction in accordance with 310 CMR 15.405(1)(c). iii. When an applicant chooses a reduction in the naturally occurring soil with the use of an I/A technology, a local upgrade approval may grant either a reduction in SAS area in,accordance with 310 CMR 15.405(1)c or a reduction in groundwater separation in accordance with 310 CMR 15.405(1)(h). B. If any remedial system is still not able to achieve full compliance with all of the minimum set back distances in 310 CMR `15.211, even taking into account provisions for local upgrade approval in accordance with the provisions of 310 CMR 15.401 — 15.405 the applicant must obtain variance(s) from the approving authority and then approval from the Department pursuant to 310 CMR 15.410 through filing a BRPWP 59c permit application. IV. General Conditions 1. All provisions of 310 CMR 15.000 are applicable to the use of this System,the System owner and the Company, except those that specifically have been varied by the terms of this Approval. 2. Any required operation and maintenance, monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis shall be conducted by an independent U.S. EPA or DEP approved testing laboratory, or a DEP approved independent university laboratory. It shall be a violation of this Approval to falsify any data collected pursuant to an approved testing plan, to omit any required data or to fail to submit any report required by such plan. 3. The facility served by the System and the System itself shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 4. In accordance with applicable law, the Department and the local approving authority may require the System owner to cease operation of the system and/or to take any other action as it deems necessary to protect public health, safety,welfare and the environment. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sewer system. No System shall be installed, upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless as allowed by 310 CMR 15.004. When a sanitary sewer connection becomes feasible,the facility served by the System shall be connected to the sewer, within 60 days of such feasibility, and the System shall be abandoned in compliance with 310 CMR 15.354, unless a later time is allowed, in writing, by the approving authority. 6. Design, installation and operation shall be in strict conformance with the Company's DEP approved plans and specifications, 310 CMR 15.000 and this Approval. Modification of Approval for Remedial Use MicroFAST,HighStrengthFAST and NitriFAST Treatment Systems Page 5 of 8 7. Pressure distribution designed in accordance with Department guidance is required for all installations of the System. The Department's Pressure Distribution Guidance dated May 24, 2002 can be viewed at http://mass. og v/dep/water/lawslpolicies.htm#t5 uidunder.Title 5/Septic Systems Guidance. V. Conditions Applicable to the System Owner 1. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are non-sanitary sewage generated or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed. 2. Effluent discharge concentrations shall meet or exceed secondary treatment standards of 30 mg/L biochemical oxygen demand (BOD5) and 30 mg/L total suspended solids (TSS). The effluent pH shall not be less than 6.0 or more than 9.0 standard units (S.U.). 3. Any effluent samples shall be taken at a flowing discharge point, i.e. distribution box,pump chamber or other Department approved location downstream of the treatment unit. Any required influent sample shall be taken at a point that will provide a representative sample of the influent. The system designer, subject to written approval by the Department, shall determine influent sampling locations. 4. The System owner shall have the Company or its designee conduct an design review for any proposed non-residential System or System with a design flow 2,000 GPD or greater to ensure that the proposed use of the System is consistent with the unit's capabilities. 5. Operation and Maintenance Agreement: A. Throughout its life, the owner shall operate and maintain the System in accordance with the Company and designer's operation and maintenance requirements and this Approval. To ensure proper operation and maintenance (0&M), the owner shall enter into an O&M agreement.No O&M agreement shall be for less than one year. B. No System shall be used until an O&M agreement is submitted to the approving authority which: i. Provides for the contracting of a person or firm trained by the Company as provided in Section VI (6) and competent in providing services consistent with the System's specifications, with the operation and maintenance requirements specified by the Company and the designer, and with any specified by the Department; ii. Contains procedures for notification to the Department and the local board of health within five days of a System failure or alarm event and for corrective measures to be taken immediately; and iii. Provides the name of an operator, which must be a Massachusetts certified operator if one is required by 257 CMR 2.00, that will operate and monitor the I Modification of Approval for Remedial Use MicroFAST, HighStrengthFAST and NitriFAST Treatment Systems Page 6 of 8 f�_ System. The operator must inspect antd field_test Sy§fegm installed at single family homes at least every six months in accorcNrrce wifh t e Department's policy and anytime there is an alarm event, and for all other Systems at least ever,, three months and anytime there is an alarm event. This Department policy,Inspection and Sampling in Title S I/A Single Family Home Remedial and General Use Treatment Systems with Design Flows Less than 2000 gallons/day can be viewed on the internet at http://mass.gov/dep/water/wastewater /iatechs. htm. iv. For all other Systems the operator must inspect and maintain the System at least every three months and anytime there is an alarm event. 6. Effluent from the System serving a single family residential facility shall be field tested in ,Y accordance with Department policy. For non-residential facilities and all facilities with design flows of 2,000 GPD or greater, System e _u_ent shall be sampled for laboratory ,J ana ysis at least quarterly for the following�Q g arameters: H, BOD5, and TSS. P P 7. The System owner shall at all times have the System properly operated and maintained in accordance with this Approval,the designer's operation and maintenance requirements and the Company's approved procedures and sampling protocols. The System owner shall notify the Department and the local approving authority in writing within seven days of any cancellation, expiration or other change in the terms and/or conditions of their O&M agreement. 8. Prior to transferring any or all interest in the property served by the System, or any portion of the property, including any possessory interest,the System owner shall provide written notice of all conditions contained in this Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part thereof a copy of this Approval for the System. The System owner shall send a copy of such written notification(s)to the Department and local approving authority within 10 days of such notice being given. 9. B Ja�31V'tch year for the previous year,the System owner shall submit to the to al..approvmg authority all data collected in accordance with item 6, above, including all Department Title 5 IA O&M checklists and System technology checklists completed during the previous calendar year by the System operator for each inspection performed. 10. Prior to the issuance of a Certificate of Compliance for the System,the System owner shall record and/or register in the appropriate Registry of Deeds and/or Land Registration Office, a Notice disclosing both the existence of the alternative septic system subject to this Approval on the property and the Department's approval of the System. If the property subject to the Notice is unregistered land, the Notice shall be marginally referenced on the owner's deed to the property. Within 30 days of recording and/or registering the Notice, the System owner shall submit the following to the Department and the local approving authority: (i) a certified Registry copy of the Notice bearing the book and page/instrument number and/or document number; and(ii) if the property is unregistered land, a Registry copy of the owner's deed to the property, bearing the marginal reference. VI. Conditions Applicable to the Company Modification of Approval for Remedial Use MicroFAST,HighStrengthFAST and NitriFAST Treatment Systems Page 7 of 8 1. By January 3 1"of each year, the Company shall submit a report to the Department, signed by a corporate officer, general partner or Company owner that contains information on the System, for the previous calendar year. The report shall state: the number of units of the System sold for use in Massachusetts including the installation date and date of start-up during the previous year; the address of each installed System,the owner's name and address,the type of use (e.g. residential, commercial, institutional) and the design flow; and for all Systems installed since the date of issuance of this Approval, all known failures, malfunctions, and corrective actions taken and the address of each such event. 2. The Company shall notify the Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Approval issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 3. The Company shall develop and submit to the Department within 60 days of the effective date of this Approval: minimum installation requirements; an operating manual, including information on substances that should not be discharged to the System; and a recommended schedule for maintenance of the System essential to consistent successful performance of the installed Systems. 4. The Company shall develop and submit to the Department within 60 days of the effective date of this Approval a standard protocol essential for consistent and accurate measurement of performance of installed Systems, including procedures for sample collection and analysis of the System. The protocol shall be in accordance with the latest edition of Standard Methods for the Examination of Water and Wastewater. 5. The Company shall make available, in print and electronic format, the referenced procedures and protocol in Section VI (3) and (4) to owners, operators, designers and installers of the System. 6. The Company shall institute and maintain a program of operator training and continuing education, as approved by the Department. The company shall update the list of qualified operators and make the list known to users of the technology. 7. The Company or its designee shall conduct a design review of the System prior to the sale of any model with a design flow 2,000 GPD or greater to ensure that the proposed use of the System is consistent with the unit's capabilities. 8. The Company shall furnish the Department any information that the Department requests regarding the System within 21 days of the receipt of that request. 9. The Company shall include copies of this Approval and the procedures and protocol described in Section VI (3) and (4) each System that is sold. Also, in any contract executed by the Company for distribution or re-sale of the System, the Company shall require the distributor or re-seller to provide each purchaser of the System with copies of this Approval and the procedures and protocol described in Section VI (3) and (4). 1 Modification of Approval for Remedial Use MicroFAST, HighStrengthFAST and NitriFAST Treatment Systems Page 8 of 8 10. The Company shall comply with 310 CMR 15.000 and all the Department policies and guidance that apply and as they may be amended from time to time. VII Reporting 1. All notices and documents required to be submitted to the Department by this Approval shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street- 5th floor Boston, Massachusetts 02108 VIII. Rights of the Department 1. The Department may suspend, modify or revoke this Approval for cause, including, but not limited to, non-compliance with the terms of this Approval, non-payment of the annual compliance assurance fee, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Approval and/or the System against the owner, or operator of the System and/or the Company. REMOTE SYSTEM PROFILE BLOWER LOCATION ALL SYSTEM COMPONENTS SHALL BE (WITHIN OMPARAB EH MEANS FOR FUTURE LOCATION. C TAPE OR 100') (NOT TO SCALE) ` *THE INSTALLER SHALL VERIFY THE PER INSPECTION PORT: 1 REQUIRED VENT C.I. RING & COVER LEBAR LOCATIONS OF ALL UTILITIES AND ALL OWNER INPUT 1.5" VENT PIPING ACCESS COVERS (WATERTIGHT) TO g FIN. GRADE 1L N LA0910 OR EQ. OVER FEMALE ADAPTOR & THREADED PLUG BUILDING SEWER OUTLETS AND BOTTOM JOISTS EL, 8.9' SEE DETAIL CLEANOUT TO GRADE. 2.0"0 THREADED END CONNECTION ELEVATIONS PRIOR TO INSTALLING ANY 8•0 MINIMUM .75' OF COVER OVER PRECAST 8.0' TYPICAL WHERE INDICATED ON END SWEEP ELL/RISER Locu PORTION OF SEPTIC SYSTEM 2% SLOPE REQUIRED OVER SYSTEM POST FNDN ACCESS PORTS g 9' SCH 4O PVC �� 1 TO GRADE TREATED WATER OUTLET REDUCER n� orseshoe L / PRECAST H-10 RISERS (TYP.) , �� 2'0 2"4�SCH 40 PVC 90' ELBOW T.W. 9.5 a a 6.0 , 5.75' ''' WASTE INLET (MIN. - POUR 1.5 CU. FT. MIN. EL. 9.14' _ �;�i ach Rd. Cr � 3" ABOVE OUTLET) 10" 1000 GAL H-20 PUMP • 3000 PSI CONC. ► „ o o O O F] ALL BOOTS/PIPE JOINTS MUST BE SEALED 50" 5.70 TEE CHAMBER THRUST BLOCK 1.5 OSCH40 LATERAL .o o , o0 00 moo 00000 �o� C6) oo z WITH HYDRAULIC CEMENT OR INSTALLED WITH AROUND CONNECTION 2"ORISER - WATERTIGHT SLEEVES, AND TANKS PROVEN (SEE DETAIL) (TYP.) VARIES 1 4" ORIFICE ALTERNATE TOP & BOTTOM ;000,o ,o 00000�oo,o,o,o,o�ao�o��0000,o,000,a,o,o� 2"X1.5"TEES WATERTIGHT o�0000a�o�o�o�o�o�o�o�o��o�o�o�o�o�o� INVERT LEVEL AT 8.8' *0*0o o, o��o�o�o�o�o�a�o�o��,�o�o�a�o�o�a�o�� 8.2'f o- o�o.o�o� o "o s,.......- �:• :.... . .: :.: 60" O.C. WITH SHIELDS ' 6" DIAM. HOLE 0.5 MICROFAST WITHIN o 0 0 0 0 0 0 0 0 0 o c ; 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 ' 0 0 0 0 0 o c BOTTOM LEACHING LEVEL AT EL. 8.1 Nantucket H IN. FAST CHAMBER o� „o�o�o�o o� 0„0�0„06' CRUSHED STONE OR MECHANICAL 2"OSCH 40 PVC MANIFOLD PRESSURE-DOSED PROP. LANDSCAPE TIE WALL WITH LINER (MIN. 1500 GAL. SIZE) WATERPROOF/WATERTIGHT COMPACTION. (15.221 [2]) 3' Sound (UNDER REMEDIAL PERMIT) LEACHING FIELD ( 1 % SLOPE) ( 1 SLOPE) 2 OSCH40 PRESSURE LINE FROM PUMP PIT GROUNDWATER AT ELEV. 5.1' PITCH (TIDALLY INFLUENCED GROUNDWATER) 005 FT/FT MIN. MONITORING WELL SET AND AUTOMATED FOUNDATION- 25 FAST TANK 2 PUMP CHAMBER 28 SAS READINGS TAKEN OVER A NEW MOON CYCLE LOCUS MAP - HIGHEST READING USED NOT TO SCALE REFER TO INSTALLATION INSTRUCTIONS O5DMICROF STnUNIT FOR THE ASSESSORS MAP 226 PARCEL 75 PROF'. WATERTIGHT COVER TO GRADE SYSTEM DESIGN. �. OPERATIONS AND MAINTENANCE AGREEMENT ALARM AND CONTROL PANEL REQUIRED FOR THE,LIFE OF THE SYSTEM TO BE INSTALLED INSIDE GARBAGE DISPOSER IS NOT ALLOWED FLOODZONE A10 ELEV. 11 (PER FIRM 250001 0008 D EFFLUENT TESTING SHALL BE REQUIRED AS BUILDING. ALARM TO BE ON MAP QUICK DISCONNECT FOR PUMP VARIANCES REQUESTED: PER TOWN OF BARNSTABLE AND TITLE 5 SEPARATE CIRCUIT FROM PUMP MAP REVISED DULY 2, 1992) DESIGN FLOW: 3 BEDROOMS O 110 GPD = 330 GPD UNDER MAX. FEASIBLE COMPLIANCE 15.405: THIS SYSTEM SHALL BE RECORDED ON THE DEED TO THE PROPERTY 1(j): REDUCTION IN 12" SEPARATION BETWEEN INLET AND OUTLET TEES AND �9 0' USE A 3'SO GPD DESIGN FLOW HIGH GROUNDWATER '` `� ;y \�,\ \,\�\�'�;\ ��y�y``�` SEPTIC TANK: 330 GPD (2) = 660 1(a): REDUCTION IN SETBACK TO LOT LINES (10' TO 6' FOR ST AND PC; yi,i 10' TO 2' FOR SAS) INV. IN 5.70' - • USE A 0:5 MICRO FAST TANK (H-20) 1(c): 25% REDUCTION IN NORMALLY REQUIRED LEACHING FACILITY SIZE 00 GAL. H-20 S 2" PRESSURE LINE 15.255 5 : REDUCTION IN LATERAL REMOVAL OF UNSUITABLE SOILS FROM 10 / UNDER REMEDIAL PERMIT - 3' SEPARATION TO G-W O 500 GAL.+ SLOPE °TO DRAIN BACK TO PC 5' To 2' ALARM ON RESERVE USE A 1000 GAL H-20 PUMP CHAMBER FLOAT SWITCH 0.25" WEEP HOLES SETTINGS: PUMP ON LEACHING: REMNANTS OF OLD FOUNDATION 8" CHECK VALVE TOWN OF BARNSTABLE HEALTH REGULATIONS SECTION 360-1: 4" WORKING RANGE MYERS SRM 4 CONVENTIONAL SIZE REQ'D = 330 GPD (0.74) = 446 SIF REDUCTION IN SETBACK, SAS TO REGULATABLE WETLAND (100' TO 78') 4" .SUBMERSIBLE 4/10 HP PUMP USE A 341 SF PRESSURE DOSED FIELD WITH 1.5" LATERALS (2) REDUCTION IN SETBACK, ST TO REGULATABLE WETLAND (100' TO 72') PUMP OFF 12" SYSTEM (OR EQUAL) WITH 1/4" SHIELDED ORIFICES AT 5' O.C. TEST HOLE LOGS 000 �0000 TOTAL CAPACITY OF 252 GPD* o�T Tom �� o o �� *25% - 5 -#4 B VB CHAMBER REDUCTION TAKEN UNDER MAX. FEASIBLE COMPLIANCE 15.405 1(c) ENGINEER: ARNE H. OJALA, PE, SE BUOYANCY CALCULATIONS: *DEED RESTRICTION REQUIRED, LIMITING DWELLING TO 3 BEDROOMS 1500 GAL. EXTERNAL MOUNT FAST H-20 TANK WGT: 3�,- 6 WITNESS: D. DESMARAIS, IRS 21230 LBS (SHOREY EX.) ?A (NOT TO SCALE) 3.85x11 x6.17x62.4 = 16,305 LBS UP (OK) �o WATERPROOF/WATERTIGHT NOVEMBER 9, 2011 DATE: 1000 GAL. H-20 PC WGT: 14,500 LBS. PERC. RATE _ < 2 MIN/INCH 9 x 5.25 x 4.15 x 62.4 = 12,235 LBS UP (OK) a NOTES CLASS I SOILS P# 13447 1. DATUM IS NGVD / , 6� PROP. WORK LIMIT LINE ' 6A 6' 2. MUNICIPAL WATER IS EXISTING � �# 1 ELEV. z ELEV. 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 0" 9.1' 0" 9.1' EXISTING O� % �• ♦ CESSPOOL A A CI ? AI ♦ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS #2/, �00 #5A ff #�A7 ♦♦♦♦♦ (SEE NOTE 12.) TO BE AASHO H-2Q SL SL O , ♦♦♦ PROP. F.A.S.T. 5. PIPE JOINTS TO BE MADE WATERTIGHT. 1OYR 2/1 1OYR 2/1 ISOLATED ♦♦ TANK- _ 0 2" 120* r VEGETATED I ♦ EXIST. DWELL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH WETLAND / #10 310 CMR 15.000 (TITLE 5.) B B _ i #4A ;' #8A' BENCHMARK: USE WATER METER LS LS #1 5 - - --_1 00 PROP. 1000 GAL PIT AT ELEV. 9.8' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO DECK O PUMP CHAMBER BE USED FOR LOT LINE STAKING OR ANY OTHER . � e� PURPOSE. 30„ 10YR 6/4 6.6' 30" 10YR 6/4 6.6' EMCP �-1 20 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. j #3 OVJN ON PERC #3A, EXIST. DWELL. ARKING `PS SH WITHOUT9. ONENTS NOT INSPECTION BY BE BOARD OFLLED HEALTOH AND CONCEALED �' (ON POSTS) WAY to T G OPERA NG POIN PERMISSION OBTAINED FROM BOARD OF HEALTH. C C � 15 F, i 2.7' IDP± 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOT AREA -- * / z DIGSAFE (1-888-344-7233) AND VERIFYING THE G / LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 60" OBS WATER 4.1' 60" OBS WATER 4.1' 14,370f SF ,--'' - ♦ QO P5��1 Ole _ - a - I PRIOR TO COMMENCEMENT OF WORK. ♦ �P / w t O WETLAND LINE 1 #2/ / _ 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE APPROX. THIS ( f ♦ °' y>,P �t�4. / J I a MS MS I ♦ �. / a I REMOVED 5 BENEATH AND AROUND THE PROPOSED AREA / V F. O �' LEACHING FACILITY. PROP.\WORK LIMIT LINE S �Q' I // 5 N 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND 2.5Y 6/6 2.5Y 6/6 �'�2' Q I REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. ---- EXIST. ISTING 96" (o DWELL. O I SYSTEM 13. AISLSUITABLE FOR PROPOSED ER SHALL CONFIRM IF I PUMP SYSTEM CAL � 25 50 75 100 ' CAPACITY - GPM ORIFICE SHIELD OS150CW io.' PUMP -CURVE FOR MYERS SRM4 4/10 HP PUMP 1.5"� scH-ao PVC LATERAL °HE is a SYSTEMS INC 3 OR EQUAL. INSTALL REMOTED BLOWER THIS AREA, WITH HOMEOWNER '��C r CONSULTATION (WITHIN 100' OF �CF 2' REMOVAL OF UNSUITABLE SOIL REQUIRED PRESSURE DOSE SPECIFICATIONS 1/a"m HOLE AT 5' O.C. SNAP-ON F.A.S.T. UNIT) AROUND PERIMETER OF LEACHING FACILITY, ALTERNATE BETWEEN TOP SHIELD TITLE 5 SITE PLAN DOWN TO SUITABLE SOIL LAYER. REPLACE PERFORATION SIZE: 1/4" DIAM. & BOTTOM OF PIPE. I1 I �I WITH CLEAN MED. SAND, TO MEET PERFORATION SPACING: 3' O.C. EXACT DIAMETER HOLES DRAINAGE SLOTS OF SPECIFICATIONS OF 310 CMR 15.255(3) LATERAL DIAM: 1.5" SHOULD BE SHOP DRILLEID WITH MANIFOLD DIAM: 2" A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS PERFORATIONS ON ADJACENT LATERALS TO BE STAGGERED PRIOR To PuclNc PIPE. ORIFICE. SHIELD DETAIL. NOT TO SCALE 9 LAUREL AVENUE F CENTERVILLE EXIST. DWELL. r w 4" SCH 40 PVC MANIFOLD #93 OCEAN AVE, PREPARED FOR , 2�, MAURA MCCAW 2" OF 1 8" TO 1 2" DOUBLE °o 0 00 2" JANUARY 4, 20.12 WASHED STONE 1.5"ST LATERAL WITH BOTTOM OF STONE ELEVATION 8.1' Scale: 1"= 20' C.O. �03/4" TO 1-1/2" DOUBLE TYP PRESSURE C.O. ORIFICE AND ORIFICE SHIELD (TYP.) ORIFI & SHIELDS TEST/C.O. TO FIN. WASHED STONE o 10 20 30 . 40. 50 FEET GRADE FOR ALL 1/4' ORIFI 5 O.C. LATERALS - PROVIDE ALTERNATING TOP & BOTTOM SWEEP ELBOWS off.508-362-4541 VIEW LEACHING G FIELD h o ° iH CROSS SECTION LEACHING FIELD I faX 508-362-9880 MA PLAN ��o SS c downcape.com APPROVED DATE BOARD OF HEALTH �� DANIr LA. ti� O oANIEL N.T.S. ,/ N.T.S. gown cape engineering, inc. o OJALA A. CIVIL OJALA civil engineers No.40980 land surveyors A 65:)2 4 SS roe 939 Main Street ( 'Rte 6A) DNA��- YARMOUTHPORT MA 02675 -240 BOH DATE DANIEL A. OJALA, P.E., P.L.S. i REMOTE SYSTEM PROFILE BLOWER LOCATION ALL SYSTEM COMPONENTS SHALL BE (WITHIN MARKED WITH MAGNETIC TAPE OR 10o') (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. *THE INSTALLER SHALL VERIFY THE PER INSPECTION PORT: 1 REQUIRED VENT C.I. RING & COVER LOCATIONS OF ALL UTILITIES AND ALL OWNER INPUT 1.5" VENT PIPING ACCESS COVERS (WATERTIGHT) TO LEBARON LA0910 OR EQ. OVER FEMALE ADAPTOR & THREADED PLUG BUILDING SEWER OUTLETS AND FIN. GRADE CLEANOUT TO GRADE. 2.0"0 THREADED END CONNECTION BOTTOM JOISTS EL. 8.9' ELEVATIONS PRIOR TO INSTALLING ANY 8 0 MINIMUM .75' OF COVER OVER PRECAST 8.0' TYPICAL WHERE INDICATED ON END SWEEP ELL/RISER [ocu o PORTION OF SEPTIC SYSTEM 2� SLOPE REQUIRED OVER SYSTEM 2y"�H-so PO g g SCH 40 PVC .,� o POST FNDN ACCESS PORTS TREATED WATER OUTLET REDUCER A GRADE orseshoe L PRECAST H-10 / RISERS (TYP.) �� 2'0 2"OSCH 40 PVC 90' ELBOW �� T.W. 9.5' a EL. 9.14' ach Rd. a� i vill *6.3'f WASTE INLET (MIN. 5.75' - POUR 1.5 CU. FT. MIN. Cr 3" ABOVE OUTLET) 10" .o o. IZ`' O 00 ° 50" 5.70' TEE 1000 GAL H-20 PUMP 3000 PSI CONC. ► Q 00 ALL BOOTS/PIPE JOINTS MUST BE SEALED CHAMBER THRUST BLOCK L Oo 1.5"�SCH40 LATERAL .°o . o0 00 000 00000 000 0 0 3 WITH HYDRAULIC CEMENT OR INSTALLED WITH AROUND CONNECTION 2 ORISER �- o WATERTIGHT SLEEVES, AND TANKS PROVEN (SEE DETAIL) (TYP.) VARIES 1/4" ORIFICE ALTERNATE TOP & BOTTOM • � 2"X1.5"TEES INVERT LEVEL AT 8.8' WATERTIGHT 0 oo�o��o�o�o�S�o�o�o�o��o�o�S�o0S024 � I 8.2'f o�g�g�o�g�g��g�g�o�g��g��goog�g�gog0000�o�o� "':,... ...,: . 60" O.C. WITH SHIELDS 6" DIAM. HOLE 0.5 MICROFAST WITHIN o 0 0 0 0 o 0 0 0 0 0 o c 0 0 0 0 0 0 0 0 0 0 0 o BOTTOM LEACHING LEVEL AT EL. 8.1 ' 0 0 0 0 0 0 0 0 0 0 o c H-20 FAST CHAMBER o,�0,0 ,o„o,�0 0„0�0�0„0^or Nantucket (MIN. 1500 GAL. SIZE) 6" CRUSHED STONE OR MECHANICAL 2"OSCH 4C PVC MANIFOLD PRESSURE-DOSED PROP. LANDSCAPE TIE WALL WITH LINER WATERPROOF/WATERTIGHT 3' Sound (UNDER REMEDIAL PERMIT) COMPACTION. (15.221 [2]) LEACHING FIELD ( 1 % SLOPE) ( 1 SLOPE) 2"OSCH40 PRESSURE LINE FROM PUMP PIT GROUNDWATER AT ELEV. 5.1' PITCH (TIDALLY INFLUENCED GROUNDWATER) .005 FT/FT MIN. MONITORING WELL SET AND AUTOMATED LOCUS MAP FOUNDATION- 25' FAST TANK 2' PUMP CHAMBER 28' SAS READINGS TAKEN OVER A NEW MOON CYCLE - HIGHEST READING USED NOT TO SCALE REFER TO INSTALLATION INSTRUCTIONS AND SPECIFICATIONS FOR THE PROP. WATERTIGHT COVER TO GRADE SYSTEM DESIGN. ASSESSORS MAP 226 PARCEL 75 0.5 MICROFAST UNIT OPERATIONS AND MAINTENANCE AGREEMENT ALARM AND CONTROL PANEL REQUIRED FOR THE UFE OF THE SYSTEM GARBAGE DISPOSER IS NOT ALLOWED FLOODZONE A10 ELEV. 11 (PER FIRM 250001 0008 D TO BE INSTALLED INSIDE. PROVIDE QUICK DISCONNECT FOR PUMP EFFLUENT TESTING SHALL BE REQUIRED AS BUILDING. ALARM TO BE ON MAP REVISED JULY 2, 1992) VARIANCES REQUESTED: PER TOWN OF BARNSTABLE AND TITLE 5 SEPARATE CIRCUIT FROM PUMP DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD UNDER MAX. FEASIBLE COMPLIANCE 15.405: THIS SYSTEM SHALL BE RECORDED ON THE DEED TO THE PROPERTY USE A 330 GPD DESIGN FLOW 1(j): REDUCTION IN 12" SEPARATION BETWEEN INLET AND OUTLET TEES AND '='0, HIGH GROUNDWATER 1��;��<�' SEPTIC TANK: 330 GPD (2) = 660 1(a): REDUCTION IN SETBACK TO LOT LINES (10' TO 6' FOR ST AND PC; 10' To 2' FOR SAS) INV. IN 5.70' USE A 0.5 MICRO FAST TANK (H-20) 1(c): 2 ' REDUCTION IN NORMALLY REQUIRED LEACHING FACILITY SIZE 1000 GAL. H-20 S/ 2" PRESSURE LINE UNDER REMEDIAL (PERMIT - 3' SEPARATION TO G-W 15.255 (5): REDUCTION IN LATERAL REMOVAL OF UNSUITABLE SOILS FROM 500 GAL.+ SLOPE TO DRAIN BACK TO PC • 5' TO 2' FLOAT SWITCH ALARM ON RESERVE -0.25" WEEP HOLES USE A 1000 GAL H-20 PUMP CHAMBER SETTINGS: PUMP ON � CHECK VALVE LEACHING: ' REMNANTS OF OLD FOUNDATION 4" WORKING RANGE 8' CONVENTIONAL SIZE REQ D = 330 GPD (0.74) = 446 SF TOWN OF BARNSTABLE HEALTH REGULATIONS SECTION 360-1: MYERS SRM 4 REDUCTION IN SETBACK, SAS TO REGULATABLE WETLAND (100' TO 78') 4„ SUBMERSIBLE 4/10 HP PUMP USE A 341 SF PRESSURE DOSED FIELD WITH 1.5" LATERALS (2) REDUCTION IN SETBACK, ST TO REGULATABLE WETLAND (100' TO 72') PUMP OFF 12" SYSTEM (OR EQUAL) WITH 1/4 SHIELDED ORIFICES AT 5 O.C. TEST HOLE LOGS ` o00 00000 0 TOTAL CAPACITY OF 252 GPD* 000000 �� o o �� *25% REDUCTION TAKEN UNDER MAX. FEASIBLE COMPLIANCE 15.405 1(c) ARNE H. OJALA, PE, SE BUOYANCY CALCULATIONS: - 5 ,#4+ PUMP MP CHAMBER *DEED RESTRICTION REQUIRED, LIMITING DWELLING TO 3 BEDROOMS ENGINEER: 1500 GAL. EXTERNAL MOUNT FAST_ H-20 TANK- WGT: 3�,--'`� 6� WITNESS: D. DESMARAIS, IRS 21230 LBS (SHOREY EX.) • stj, (NOT TO SCALE) 3.85 x 11 x 6.17 x 62.4 16,305 LBS UP (OK) o WATERPROOF/WATERTIGHT DATE: NOVEMBER 9, 2011 P PERC. RATE _ < 2 MIN/INCH 1000 GAL. H-20 PC WGT: 14,500 LBS. 9 x 5.25 x 4.15 x 62.4 = 12,235 LBS UP (OK) a NOTES CLASS I SOILS P# 13447 ,1. DATUM IS NGVD PROP. WORK LIMIT LINE 2. MUNICIPAL WATER IS EXISTING ELEV. ELEV. 4 4 i #6A �- 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 0" 9.1' 0" 9.1 ' S G EXISTING #7A ♦♦♦ CESSPOOL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS A A p # ♦ (SEE NOTE 12.) TO BE AASHO H-2Q. SL SL � J 5A ♦♦ #2 `'p ♦♦ 5. PIPE JOINTS TO BE MADE WATERTIGHT. l2" 1OYR 2/1 12„ 1OYR 2/1 ,�. � � /♦♦ PROP. F.A.S.T. ISOLATED ♦♦ TANK EXIST. 6WELL. _ 6 CONSTRUCTION DETAILS TO BE _IN ACCORDANCE WITH c _. P VEGETATED ♦ B B �n j #4A / WETLAND #8 #1 0 BENCHMARK: USE WATER METER 310 CMR 15.000 (TITLE 5.) - PIT AT ELEV. 9.8' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO LS LS -- #1 5 00 PROP. 1000 GAL ' DECK O PUMP CHAMBER. BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 10YR 6/4 10YR 6/4 , 30" 6.,6' 30" 6.6 IMCP 1�609 el 20 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. #3 0/ ARKING S�OwN ON .9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED PERC r EXIST. DWELL. C C �#3A (ON POSTS) WA`� fps � °PER. nNc POINT WITHOUT INSPECTION BY BOARD OF HEALTH AND ' VY 16.0 2.7' IDP± PERMISSION OBTAINED FROM BOARD OF HEALTH. d• - w 15 w Q 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOT AREA �---- #2� G� *� //� l Z A DIGSAFE (1-888-344-7233) AND VERIFYING THE , 14,370f SF LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 60 OBS WATER 4.1 60 OBS WATER 4.1 #2 , ♦ Q �g\�1 �// - = 10 PRIOR TO COMMENCEMENT OF WORK. WETLAND LINE ♦ 1 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MS MS APPROX. THIS REMOVED 5' BENEATH AND AROUND THE PROPOSED AREA �� o / ~o LEACHING FACILITY. i Q' / ~ 5 PROP.�ORK LIMIT LINE 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND 2.5Y 6./6 2.5Y 6/6 �,` ! f S •�2- �� / REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 96" 1.1' 96" 1 .1 ' EXIST. 13. INSTALLER SHALL CONFIRM IF EXISTING ELECTRICAL O / DWELL. 0 SYSTEM IS SUITABLE FOR PROPOSED PUMP SYSTEM g. 84 ,,' �• j 10 � 25 50 75 100 / / CAPACITY - GPM 1.5"0 SCH-40 PVC LATERAL ORIFICE SHIELD O INC sA �o PUMP '0"URVE FOR MYERS SRM4 4/10 HP PUMP ORENCO SYSTEMS INC , I ' OR EQUAL. y348-9843 INSTALL REMOTED BLOWER THIS �9�1 AREA, WITH HOMEOWNER 1/4"0 HOLE AT 5' O.C. CONSULTATION (WITHIN 100' OF �F�'pF I 2' REMOVAL OF UNSUITABLE SOIL REQUIRED PRESSURE DOSE SPECIFICATIONS, SNAP-ON TITLE 5 SITE PLAN F.A.S.T. UNIT) I AROUND PERIMETER OF LEACHING FACILITY, ALTERNATE BETWEEN TOP SHIELD 1,, DOWN TO SUITABLE SOIL LAYER. REPLACE PERFORATION SIZE: 1/4" DIAM. & BOTTOM OF PIPE. I1 I W �1 WITH CLEAN MED. SAND, TO MEET PERFORATION SPACING: 5' O.C. EXACT DIAMETER HOLES �� DRAINAGE SLOTS OF SPECIFICATIONS OF 310 CMR 15.255(3) LATERAL DIAM: 1.5" SHOULD BE SHOP DRILLED WITH 1 1 MANIFOLD DIAM: 2" A DRILL PRESS TO ENSURE PERFORATIONS ON ADJACENT LATERALS TO BE STAGGERED UNIFORMITY. REMOVE BURRS PRIOR TO PLACING PIPE. ORIFICE SHIELD D E T A I L NOT TO SCALE 9 LAUREL . AVENUE V) CENTERVILLE EXIST. DWELL. X 4" SCH 40 PVC MANIFOLD #93 OCEAN AVE. w PREPARED FOR 2„ MAURA MC' CAW 2" OF 1 8" TO 1/2" DOUBLE oa O 00 2" JAN UARY 4, 2012 WASHED STONE BOTTOM OF STONE ELEVATION 8.1 ' Scale: 1"= 20' C.O. �0 1.5" LATERAL WITH 3/4" TO 1-1/2" DOUBLE TYP PRESSURE C.O. ORIFICE AND ORIFICE SHIELD (TYP.) ORIFI & SHIELDS TEST/C.O. TO FIN. 1/4" ORIFI 5' O.C. WASHED STONE 0 10 20 30 40 50 FEET " GRADE FOR ALL LATERALS - PROVIDE ALTERNATING TOP & BOTTOM SWEEP ELBOWS Off 508-362-4541 -fax 508-362-9880 CROSS SECTION LEACHING FIELD PLAN VIEW LEACHING FIELD �'` ' -. -s ��H°FMAS !° - dOWF1CaPG'.COI71 �P�HOFP�S ��JSNOF MASS �� Sq C� `" MA `'w/ DANIELA. s cN ��ltiars ., T APPROVED DATE BOARD OF HEALTH o DANIEL �� c' CIVIL A. �, �0' i?APJIEL �� N.T.S. dOwn cape engineering Inc �+ � DANf'�LA OJA, o` OJA� L 0JALA '� A. C/Vll engineers CI`'IL OJALA �� ' 46502y No.40980 �i �0 No.40 f10 ' land. surveyors • P O o igT a S, ti0 q , of o�' x 939 Main Street ( Rte 6A) OKIsrE�r ! NAI_EN �° R �O ,� Fss ZVI YARMOUTHPORT MA 02675 1-240 BOH DATE DANIEL A. OJALA, P.E., P.L.S.