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Home My WebLink About0130 SHORT BEACH ROAD - Health 130 SHORT BEACH RD., CENTERVILLE A=206 — 27 =J�RECVC(ppC� UPC 12534 No. 2 �posr.coNS°� HASTINGS, MN 1 Ca J rr I ( a op TOWN OF BARNSTABLE LOCATION 3 O Sly®a_9�,, RP-.4e/4 /L h SEWAGE # 200a VILLAGE �? =/V��E� SSESSOR'S MAP & LOT'" INSTALLER'S NAME&PHONE NO. 8ga T e G u Tf Y l SEPTIC TANK CAPACITY 1500 F,04 r' tifs70 a, LEACHING FACILITY: (type) �'2Qti� h (size) NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 3 2 �6-3 4, 4 y��oF rM�T Barnstable Town of Barnsta ble McaC ft MA`ABL>w ' MASS. A Board of Health 9�A i639 ��Cr m rFor, �A 200 Main Street, Hyannis MA 02601 2007 Office: 508-8624644 Wayne Miller,M.D. FAX: 508-790-6304 Paul'Canniff,D.M.D. JunichiSawayanagi January 23, 2008 Mr. Joseph Sullivan 130 Short Beach Road Centerville, MA 02632 RE: Sampling of Wastewater Effluerif from our Innovative/Alt p g y ernative System Dear Mr. Sullivan, According to the reports received by the Board of Health, a majority of the wastewater effluent sample results taken from your.wastewater effluent during July 2004 through September 2007 met the discharge limits for the parameters tested. During the public meeting of the Board of Health held on January 8, 2008, the Board voted to allow you to reduce the testing to once yearly after one more sample is taken(during this quarter). Therefore, please make arrangements to have one more sample taken from your wastewater effluent sometime within the next three months. If the sample again meets the discharge limits,the sampling and testing frequency may be automatically reduced to once per year. Sine y, ayn Miller, M.D. Chai an Cc: Wastewater Treatment Services, Inc. Barnstable County Health Department k\Sullivan 130ShortBeachlAsampling2008.doc 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 r!, Fax: (508) 880-7232 November 9, 2007 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Subject: Request for Testing Reduction- Seasonal 1 FAST Treatment System " Reference: Serial Number 3043 csi 130 Short Beach Road- Centerville,MA Attached please find the results for testing performed at the property of Joseph Sullivan 130 Short Beach Road, Centerville, MA. We are asking the,Barnstable Board-of Health to review the test,data for that property to 9j&e) sed'if that-testing may be reduced. Please forward a copy of your decision to our office. Your help in this matter would be greatly appreciated. Sincerely, Wastewater Treatment Services, Inc. Service Department Cc: Joseph Sullivan I 1 fi�S , �t sChemistry Environmental Services #„ Assurance AndgjficAa#1, Ba1mce Site Sampling y Assurance ServicesData Auditing C O R T T 0 N CERTIFICATE OF ANALYSIS 3 - Wastewater Treatment Services, Inc. 44 Commercial Street REPORTED: 07/23/2004 Raynham, MA 02767 ORDER#: G0461177 COLLECTED BY: M. Dillen SAMPLE DATE: 7/12/2004 TIME: 15:30 DATE RECEIVED: 7/13/2004 LOCATION: 130 Short Beach Rd. Centerville, MA SAMPLE ID: Sullivan 3043 Grab DESCRIPTION: WATER RESULTS OF ANALYSIS .,!sf ParairiererS I,AB-]D#: 0461177-01 BOD SM 5210B 07/14/2004 mg/L 4 12.5 Kjeldahl,Nitrogen EPA 351.2 07/22/2004 mg/L 0.5 4.44 Nitrate,Nitrogen 4110B SM 4110 B 07/13/2004 mg/L 0.50 j — 14.9 Nitrite,Nitrogen 4110B SM 4110 B --�07/13/2004 mg/L 0.25 <0.25 iNitrogen,Total _ � �--'----- _..... .__ _ Calculation.. 07/22/2004 mg/L LO 19.3 ,T-.— =---- -- —--- -— ----- IPH_ SM 4�00 H+B 07/13/2004 j S.U. 0-14 7.2 - -- Solids, Suspended SM 2540 D 07/16/2004 I mg/L ; 4 9.0 NA=Not Applicable ND=Not Detected Approved By, _ �2 <' = Less Than *' = Detection Limit &fib Manage / Date Page l of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 ,,- lhemistry°e�nt En vironmental Services `ssurance Services Analytical T 11-J�alanSite Sampling Balance 1Ce Data Auditing C0 R I' O R A T' 1-ON, Wastewater Treatment Services, Inc. CERTIFICATE OF ANALYSIS 44 Commercial Street Raynham, MA 02767 REPORTED: 08/31/2004 COLLECTED BY: M.Dillen ORDER#: G0462773 TIME: 13:30 SAMPLE DATE: 8/19/2004 .LOCATION: 130 Short Beach Rd., Centerville, MA DATE RECEIVED: 8/20/2004 Grab(3043) SAMPLE ID: Sullivan DESCRIPTION: WATER RESULTS OF ANALYSIS Test Parameters BOD LAB-ID#: 0462773 pI SM 5210B 08/20/2004 mg/L Kjeldahl, Nitrogen EPA 351.2 4 19.5 Nitrate,Nitrogen 41 I OB 08/26/2004 mg� SM 41 10 B 0'S 5.06 Nitrite,Nitrogen 4110B 08/20/2004 mg/L 0.50 SM 4110 B 08/20/2004 15.4 Nitrogen, Total mg/L 0.25 0.43 RH Calculation 08/26/2004 mg/L SM 4500 H+g 1 0 20.9 Solids, Suspended 08/20/2004 S.U. 0-14 SM 2540 D 6.9 08/24/2004 mg/L, 4 NA=Not Applicable 15.5 ND=Not Detected Less Than *' = Detection Limit Approved By: anage / at I I Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page I of 1 vital Chemistry sessment Environmental Services morality Assurance Services Analytical Balance Site Sampling Data Auditing " G p R P A 'r I o >\ CERTIFICATE OF ANALYSIS .w Wastewater Treatment Services, Inc. 44 Commercial Street REPORTED: 08/12/2005 Raynham, MA 02767 ORDER#: G0574182 COLLECTED BY: K.Usilton SAMPLE DATE: 7/28/2005 TIME: 13:30 DATE RECEIVED: 7/29/2005 LOCATION: 130 Short Beach Rd., Centerville, MA SAMPLE ID: Sullivan Grab(3043) DESCRIPTION: WATER r. RESULTS OF S ANAL 1 Test Parameters LAB-ID#: 0574182-01 BOD SM 5210B 07/24/2005 I mg/L 4 15.7 Kjeldahl,Nitrogen EPA 351.2 08/12/20 5 —mg/L 0.50 .22 Nitrate,Nitrogen 41 l OB SM 4110 B 07/29/2005 3 mg/L 0.50 10.3 Nitrite,Nitrogen 4110B SM 4110 B 07/29/2005 mg/L 0.25 0.41 Nitrogen,Total — Calculation : 08/12/2005 .. mg/L 1.0 13.9_.._. pH,.�_ __ v -_.-�_SM 4500 H+B 07/29/2605 i S.U. 0-14 7.2 Solids, Suspended SM 2540 D 08/02/2005 mg/L 4 23.0 NA=Not Applicable ND=Not Detected '<' = Less Than Approved By:= Detection Limit L MnagerAw' a Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page 1 of 1 I i ntal Chemistry Environmental Services ssessment alt Assurance Services Analytical Balance Site Sampling r ty �. O R Y 0R A T I O N Data Auditing CERTIFICATE OF ANALYSIS Wastewater Treatment Services, Inc. 44 Commercial Street REPORTED: 10/03/2005 Raynham, MA 02767 ORDER#: G0576797 COLLECTED BY: M. Dillen SAMPLE DATE: 9/26/2005 TIME: 15:00 DATE RECEIVED: 9/27/2005 LOCATION: 130 Short Beach Rd. Centerville, MA SAMPLE ID: Sullivan 3043 Grab DESCRIPTION: WATER RESULTS OF ANALYSIS •; �WE Test Parameters LAB ID#: 0576797-01 BOD SM 5210B 09/28/2005 mg/L 4 4.3 Kjeldahl,Nitrogen EPA 351.2 09/29/2005 mg/L 0.50 1.80 Nitrate,Nitrogen 41 10B SM 4110 B 09/27/2005 mg/L 0.50 13.4 Nitrite,Nitrogen 4110B SM 4110 B 09/27/2005 mg/L 0.25 <OZS PH SM.4500 H+B I; .S 09/27/2005 � ----- _ _ .U• 0-14 1 7.3 ------1 w_.,,LSolids, Suspended SM 2540 D 09/28/2005 i mg/L --! _4 ___---------8.0 NA=Not Applicable ND=Not Detected Approved By: d '<' = Less Than - _ *' = Detection Limit ab Manager D i i k s p 2:2 OCT 0 5 20M 1 BY:-------------------- k Page l of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 'emistry Environmental Services ,ent Site Sampling ssurance Services Ana y l 1CC11 Ba1mce Data Auditing C O R P 4 R A '"C T O 1\ a CERTIFICATE OF ANALYSIS Wastewater Treatment Services, Inc. 44 Commercial Street REPORTED: 09/05/2006 Raynham, MA 02767 ORDER#: G0686671 COLLECTED BY: M. Dillen SAMPLE DATE: 8/17/06 TIME: 8:30 DATE RECEIVED: 8/18/06 LOCATION: 130 Short Beach Rd.,Centerville,MA SAMPLE ID Sullivan Grab DESCRIPTION: WATER RESULTS OF ANALYSIS Test Paramete.rs LAB-ID#: 0686671-01 BOD ISM 5210B 08/18/2006 mg/L 4 <4.0 IKjeldahl,Nitrogen JEPA 351.2 09/01/2006 mg/L 0.50 1.10 1 !Nitrate,Nitrogen 4110B SM 4110 B 08/18/2006 mg/L 0.50 4.37 Nitrite,Nitrogen 4110B SM 4110 B 08/18/2006 mg/L 0.25 <0.25 jpH SM 4500 H+B 08/18/2006 S.U. 0-14 7.8 . :Solids;.Suspended ..:.`_ _,_._ _ .__.1..SM.2540 D ., „ 68/21/2006 j mg/L 1 4 <4A NA=Not Applicable ND=Not Detected Approved By: <' = Less Than Manager / Date *' = Detection Limit tr. _--------- Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, NIA 02346 Ph:508-946-2225 ental Chemistry Environmental Services assessment Site Sampling uality Assurance Services Analytical �c1Ce Data Auditing C O R P U R A T 1 O N CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 09/26/2006 4 Commercial Street Raynham, MA 02767 ORDER#: G0687597 COLLECTED BY: M.Dillen SAMPLE DATE: 9/14/2006 TIME: 15:00 DATE RECEIVED: 9/15/2006 LOCATION: 130 Short Beach Rd., Centerville,MA SAMPLE ID: Sullivan Grab(3043) DESCRIPTION: WATER RESULTS OF ANALYSIS t x ' Test Parameters a As-I s7� BOD`` SM 5210B 09/15/2006 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 09/22/2006 I mg/L 0.50 1.30 (Nitrate,Nitrogen 4110B SM 4110 B 09/15/2006 mg/L 0.50 6.49 Nitrite,Nitrogen 4110B SM 4110 B 09/15/2006 mg/L 0.25 <0.25 pH SM 4500 H+B 09/15/2006 S.U. 0-14 7.3 Solids;Suspended T. _. . SM 2540 D W20/2006 I mg/L 4 <4.0 NA=Not Applicable ND=Not Detected Approved By: <' = Less Than La Man ger ! Da e *' = Detection Limit S �' EP 2 7 2006 BY--------------------- Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Nliddleboro, NIA 02346 Ph: 508-946-2225 hemistry nt Environmental Services e r� ��r� B�cp Site Sampling Assurance Services L 111Gi CLl i. Data Auditing y C 0 R 'P O R A T 1 O N F Wastewater Treatment Services,Inc. CERTIFICATE OF ANALYSIS 44 Commercial Street REPORTED: 08/14/2007 Raynham, MA 02767 ORDER#: G0796452 COLLECTED BY: M. Dillen SAMPLE DATE: 7/30/2007 TIME: 12:15 DATE RECEIVED: 7/30/2007 LOCATION: 130 Short Beach Rd. Centerville SAMPLE ID: Sullivan Grab(#3043) DESCRIPTION: WATER RESULTS OF ANALYSIS t Test Parameters �. . LAB-[D#: 079 452-01 BOD SM 5210B 08/01/2007 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 08/10/2007 mg/L 0.50 1.83 Nitrate,Nitrogen 4110B SM 4110 B 07/30/2007 mg/L 0.50 9.58 Nitrite,Nitrogen 4110B SM 4110 B 07/30/2007 rng/L, 0.25 <0.25 PH SM 4500 H+B 07/31/0007 S.U. 0-14 7.2 P SM 2540 D 08/03/2007 mg/L 4 <4.0 NA=Not Applicable ND=Not Detected '<' = Less Than Approved B :, , ° '*' = Detection Limit b M ger / Date COME V D AUG 1 6 200M , 7 BY -------------------- Analydcal Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page 1 of 1 mental Chemistry Environmental Services ,g Assessment E Site Sampling ;, uality Assurance Services L 111L11 ��.Cil Balance Data Auditing G O R ' P O R A T 1 O I, CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 09/04/2007 Raynham, MA 02767 ORDER#: G0797399 COLLECTED BY: M. Dillen SAMPLE DATE: 8/24/2007 TIME: 7:00 DATE RECEIVED: 8/24/2007 LOCATION: 130 Short Beach Rd. Centerville MA SAMPLE ID: Sullivan Grab(3043) DESCRIPTION: WATER RESULTS OF ANALYSIS Test Parameters LAMM 0797399-01 BOD SM 5210B 08/24/2007 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 08/31/2007 mg/L 0.50 2.13 Nitrate,Nitrogen 411013 SM 4110 B 08/24/2007 mg/L 0.50 12.6 Nitrite,Nitrogen 4110B SM 4110 B 08/24/2007 mg/L 0.25 <0.25 ipH SM 4500 H+13 08/24/2.007 S.U. 0-14 7.1 Solids;Suspended"._._ .___ .____ _Shf 2540 D M_ 08/29/2007" mg/L 4 <4.0 NA=Not Applicable ND=Not Detected Approved `. / %�r/�/Q• '<' = Less Than L� vtanager �Dte '*' = Detection Limit SEP 0 6 2007 BY--------------------- Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page 1 of 1 i ai SENDER: I also wish to receive the a ■Complete items 1 and/or 2 for additional services. following services(for an to ■Complete items 3,4a,and 4b. (D ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. r°tj at ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address •2 ipermit. 2.El Restricted Delivery a) ■Write"Return Receipt Requested"on the mailpiece below the article number. N Y ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. a 0 3.Article Addressed to: 4a.Article Number -Y - - z 7S D 3 Joan W. & Donald F. Reckter r 4b.Service Type c ❑ Registered Certified 37 Waterside Drive v Centerville, MA 02632 [I Express Mail ❑ Insured E wog I ❑ Return Receipt for Merchandise ElCOD G i 7.Date of Delivery o 5. Received By: (Print Namb) 8.Addressee's Address(Only if requested Y and fee is paid) m W /17 L 6.Si dress or ent) ~ o' Xgnatur 2 PS Form 3811,December 1994 102595-98-13-0229 Domestic Return Receipt UNITED STATES POSTAL SERVICE ry First-Class Mail O. Mq ,�gsiage-&aFees..P_aid._ w pm •Print your na% addreg:�6 d ZIP Cod e'iri�fiys°t��" li THE BSC GROUP, INC. 33 WALDO STREET WORCESTER, MA 01608 ai SENDER: I also wish to receive the v ■Complete items 1 and/or 2 for additional services. following Services(for an v, ■Complete items 3,4a,and 4b. m `■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. di ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address d permit. 2.El Delivery `m ■Write"Return Receipt Requested"on the mailpiece below the article number. N s ■The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee. " delivered. P C 0 3.Article Addressed to: 4a.Article Number13 m c Jay Bergeromand Joan Crowley ,r--- 4b.Service Type c337 GreatPlaiftAvenue t.-+Z: ®Registered L�j Certifiedcc v Needham, MA`02192 LI "Express Mail El insured u 1' c.a ❑Ietur'A Receipt for Merchandise ❑ COD �Date•Qf Delivery o u'= o' m 5. Received By: (Print Name) ressee's Address(Only if requested Y M 'vE nd fee is paid) cc s 6.Signature: Addressee orAg nt) 0 PS Form 811 December 1994 tozsss-sa-s-o22s Domestic Return Receipt 1,� Ir , 1 tl ° 1 1Iif1 11 __�.� UNITED STATES POSTAL SERVICE �� J Post9ge4 Mail Postage-&-Fees Paid z Fly uSPs-- d Permit-W.G-10 • Print your nane� tress, and ZIP Code in this box_ ` THE RSC GROUP, INC. 33 WALDO STREET 08 WORCESTER, MA 016-- r° ��If!?if? Iil!4�1:.'I.: i?i! -i !i�?4f?i�f 42iiElilii?i ai SENDER: I also wish to receive the o ■Complete items 1 and/or 2 for additional services. fOIIOWIn services for an to +Complete items 3,4a,and 4b. g d ■Print your name and address on the reverse of this form so that we can return this extra fee):' card to you. � d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.El Addressee's Address •2 permit. 2 El Restricted Delivery d i Write"Return Receipt Requested"on the mailpiece below the article number. . rY N d ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. a 0 3.Article Addressed to: 4a.Article Number G) Sub John J. Jr. & Ann Pendergast 4b.Service Type ° PO BOX 5�� ❑ Registered Certified M tl P.O. N U Express Mail El insured w Centerville, MA 02632 i❑ Return Receipt for Merchandise ElCOD 3 G ;7. Date of Delivery m 5.Received By: (Print Name) 8.Addressee's Address(Only if requested y and fee is paid) w t 6.Signatur . (Addressee orA n L PS For 3811,December 1994 102595-98-a-0229 Domestic Return Receipt 1.11 11 111 1 11111 1 H 1111 1 h I i r UNITED STATES POSTAL SERVICE 7 First Class Mail v:Mq Posts ;,eaaf�aid PM • Print your na �agdfVSd ZIP Cade � .. _ N '"ENE BSA CR®[1p INC" 33 WALDO S7-REET O CESTER, PWA 0168gg I a; SENDER: I also wish to receive the V ■Complete items 1 and/or 2 for additional services. following services(for an y s Complete items 3,4a,and 4b. N ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. v d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address ai permit. 2.❑ Restricted Delivery � ■Write"Return Receipt Requested"on the mailpiece below the article number. N Y ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. Q 0 3.Article Addressed to: 4a.Article Number f Brian R. & Donald F. Lanber Trustees I 4b.Service Type � P.O. Box 593 ❑ Registered ' Ea. ertified ❑ Express Mail El insured u Hyannisport, MA 02647 AAA a Q� ElReturn Receipt for Merchandise ❑ COD 7.Date of Delivery o o Z 5.Received By: (Print Name) Z N 8.Addressee's Address(Only if requested Y -r and fee is paid) cc t 6.Signat e:tAddresse .or t) 'o X a y, PS Form 3811;December 19941 i ; ; i . • 102595-98-B-0229 Domestic Return Receipt Kilt is I 1 l� lrlll i4 tltlll, +4 , ., i UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Print your name, address, and ZIP Code in this box • THE ®SC CROUP, INC. 33 WALDO STREET WORCESTER, MA 01606 p Q �C ��ir n rr��r��rr��rir�rr�r n r��r�r�rtTFlrilel� r �rr�r�r� Fold at line over •• of ••- tothe F �. rightof - return address 33,Waldo Street CERTIFIED, 62 Nov ' Worcester MA 01608 ter., WORCESTER.MA Z 07-5 800 495' NOV _ r N'TEOSTATES AMOUNT $2.77 OOL y� � t G 000`g:t?-IU 6 �ploth G • • , Sh Gri ey ?_€ 11 M tre t °a . C nt vil 2632 ai SENDER: I also wish to receive the ■Complete items 1 and/or 2 for additional services. N ■Complete items 3,4a,and 4b. fOIIOWIng SBrVIC2S(for an d ■Print your name and address on the reverse of this form so that we can return this extra fee): n card to you. v > ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address •2 ` permit. 2.❑ Restricted Delivery ry _ ■Write"Return Receipt Requested"on the mailpiece below the article number. ry to ■The Return Receipt will show to whom the article was delivered and the date — .. delivered. Consult postmaster for fee. o m 3.Article Addressed to: _ _ 4a.Article Nurrlber CE 17 5 �D ('j0NTER/�i`< a 1 Shawn-F. Grimley ab.Service Type C Ide, ,o I ❑'Registered'' ,. Certified cc N 00 117 M 2 in Street � b _ El Mail ❑ Insured C N Center ille, MA 02632 ❑ Return Receipt for Merchandise ❑ COD 0 Z J}'L� ! L 7. Date of Delivery ' %Received By:(Krim-Name.) 8.Addressee's Address (Only if requested Y � -� and fee is paid) : f 6-Signature (Addressee orAJent) 0 X W « �' Ps Form 381�1� Dece beri-s"94 1o2sse-sB-B-o22s Domestic Return Receipt NOTICE OF INTENT ABUTTER NOTIFICATION LETTER DATE: October 30, 1998 RE: Upcoming Barnstable Conservation Commission Public Hearing To Whom It May Concern, As an abutter within 300 feet of a proposed project,please be advised that a NOTICE OF INTENT application has been filed with the Barnstable Conservation Commission. APPLICANT: Joseph Sullivan PROJECT ADDRESS OR LOCATION: 130 Short Beach Road ASSESSOR'S MAP&BLOCK: MAP 206 PARCEL 27 PROJECT DESCRIPTION: The proposed project involves the vertical uplift and lateral shift in the existing house foundation,- an addition to the house, the installation of an innovative, alternative septic system to meet Title V requirements,the reconstruction of the deck, and the reconstruction of the existing, licensed pier. The project will take place in a number of coastal resources and their associated buffer zones.However, the project has been designed to minimize any temporary disturbance and to result in a long-term improvement to the coastal resources. APPLICANT'S AGENT: The BSC Group,Inc. 33 Waldo Street Worcester,MA 01608 (508)792-4500 PUBLIC HEARING: PLACE: Barnstable Town Hall,Hyannis Hearing Room,2""floor DATE: March 2,1998 TIlVIE; 7:00 P.M. NOTE: You may consult a copy of the Barnstable Patriot Newspaper for more information regarding the time and date of the public hearing. NOTE: Plans and application describing the proposed activity are on file with the Barnstable Conservation Commission at(508)790-6245. NOTE: You also may contact the Department of Environmental Protection, Southeast Regional Office for more information about this application or the Wetlands Protection Act at(508)946-2800. Town of Barnstable U.S.POST' GEPublic Health �+ 1 t� Di-vision Town of Barnstable t��t�GvTo run-Va "�u'esssd n^ � � y i i, 200 Main St. tn.,uti,•uM C,d,-ess �2 ij iJo� LI Hvannis.MA 02601 __ _ Mt7QQ' FVo iln.,Ja;,rtcd ddrecs �.� H'° H NIE T ER 71 O'S .4tte ketusad Know, , r t rj"Jurnber --Joseph-`5 illiiwant= "ntcr. 130. Short, e �' t� / J : _ : tt � i ii ii iji jii = : i• t } \ Town of Barnstable Regulatory Services * snxxsrABtE, 9 MASS. Thomas F. Geiler,Director �A s6;q. �0 rED.39 Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Joseph Sullivan Date: 4/23/2002 130 Short Beach Road Centerville,Ma 02632 ORDER TO COMPLY WITH 310 CMR 15.00,THE STATE ENVIRONMENTAL CODE,TITLE 5. Our records indicate that the alternative septic system owned by you located at 130 Short Beach Road Centerville, Ma. 02632 is not in compliance with regulations setforth by the Department of Environmental Protection. Therefore, you are directed to bring the alternative septic system.into compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within twenty-one (21) days of your receipt of this letter,by Testing the FAST System as required by code. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. tka ORDER O THE BOARD OF HEALTH s A. Mc ean, R.S., C.H.O. Agent of the Board of Health Town of Barnstable Q��P lcwaky''!p i.1I .dw ------------ 44 Commercial Street Raynham, MA 02767 Te1::(508) 880-0233 November 16, 2006 Fax: (508) 880-7232 Barnstable Board of Health 200 Main Street Hyannis, MA Attention: Health Agent Subject: Request for Testing Reduction FAST Treatment System Reference: Serial Number 3043 Joseph Sullivan; 130 Short Beach Road, Centerville,MA Enclosed,please find copies of the test data at the above-mentioned seasonal property. Wastewater Treatment services would like to request the Barnstable Board of Health to review this data to see if testing and service for this property could be reduced. Your help in this matter would be greatly appreciated. If you have any questions or need more information,please call. Please forward a copy of your decision to our office. Thank you. Sincerely, Wastewater Treatment Services, Inc. Service Department Cc: Homeowner ..,w« ...... •.• ..., w�.°°+^. .Av«r,.Earea'f�..,,;,. ` a ' 3a:�x5.Vwx:az.t,k. '�5 �+ustiw�a.a:m„us 771 n'al Chemistry Environmental Services �,Yeessssment y Site Sampling A'Iity Assurance Services A11G.�}�4 Balance Data Auditing C O R/P O R A 'r 1 O N „k' CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 08/12/2005 Raynham, MA 02767 ORDER#: G0574182 COLLECTED BY: K.Usilton SAMPLE DATE: 7/28/2005 TIME: 13:30 --' ~- DATE RECEIVED: 7/29/2005 LOCATION• S6 hort Beach Rd., Centerville, MA SAMPLE ID: Sullivan 30_43- DESCRIPTION: WATER RESULTS OF ANALYSIS k, ll i Test Parameters LAB-ID#: 0574182-01 BOD SM 5210B 07/29/2005 mg/L 4 15.7 Kjeldahl,Nitrogen EPA 351.2 08/12/2005 mg/L 0.50 3.22, Nitrate,Nitrogen 4110B SM 4110 B 07/29/2005 mg/L 0.50 10.3, Nitrite,Nitrogen 4110B SM 4110 B 07/29/2005 mg/L 0.25 0.41 Nitrogen,Total - Calculation 08/12/2005 mg/L 1.0 13.9 pH SM 4500 H+B 07/29/2005 S.U. 0-14 7.2 Solids, Suspended SM 2540 D 08/02/2005 mg/L 4 23.0 NA=Not Applicable ND=Not Detected Approved By: *' = Less Than Detection Limit L Manager Date ' ' = All; ................... Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 r ental Chemistry Environmental Services ssessment CZ. A* �n p Site Sampling X uality Assurance Services Analvlcalance Data Auditing G O R' P O R1 O N CERTIFICATE I ICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/03/2005 Raynham, MA 02767 ORDER#: G0576797 COLLECTED BY: M. Dillen SAMPLE DATE: 9/26/2005 TIME: 15:00 DATE RECEIVED: 9/27/2005 LOCATION: 130 Short Beach Rd. Centerville,MA SAMPLE ID: Sullivan 3043 Grab DESCRIPTION: WATER RESULTS OF ANALYSIS Test Parameters LAB-ID#: 0576797-01 BOD SM 5210B 09/28/2005 mg/L 4 4.3 Kjeldahl,Nitrogen EPA 351.2 09/29/2005 mg/L 0.50 1.80 Nitrate,Nitrogen 4110B SM 4110 B 09/27/2005 mg/L 0.50 13.4 Nitrite,Nitrogen 411013 SM 4110.B 09/27/2005. mg/L 0.25 <0.25 pH SM 4500 H+B 09/27/2005 S.U. 0-l4 1. 7.3 Solids, Suspended SM 2540 D 09/28/2005 mg/L 4 8.0 NA=Not Applicable ND=Not Detected Approved By: _ b� *' = Less Than = Detection Limit ab Manager Ddte OCT 0 5 2005 BY:---------• --------- Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 emistry Environmental Services gent Site Sampling Assurance Services Ana al Balance Data Auditing O R A T 1 Q 1\ 01 CERTIFICATE OF ANALYSIS ' Wastewater Treatment Services, Inc. 44 Commercial Street REPORTED: 09/05/2006 Raynham, MA 02767 ORDER#: G0686671 COLLECTED BY: M. Dillen SAMPLE DATE: 8/17/06 TIME: 8:30 DATE RECEIVED: 8/18/06 LOCATION: 130 Short Beach Rd., Centerville,MA SAMPLE ID: Sullivan Grab DESCRIPTION: WATER RESULTS OF ANALYSIS Test Parameters 4 LAB-ID#: 0686671-01 BOD SM 5210B 08/18/2006 mg/L 4 <4.0 Kjeldahl,Nitrogen JEPA 351.2 09/01/2006 mg/L 0.50 1.10 Nitrate,Nitrogen 4110B SM 4110 B 08/18/2006 mg/L 0.50 4.37 Nitrite,Nitrogen 4110B SM 4110 B 08/18/2006 mg/L 0.25 <0.25 PH SM 4500 H+B 08/18/2006 S.U. 0-14 7.8 Solids,Suspended ISM 2540 D 08/21/2006. mg/L 4 <4.0 NA=Not Applicable ND=Not Detected Approved By: 9 J 6�i <' = Less Than Manager / Date *' = Detection Limit IW MIEluM ... .,------------ -.-- Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, NIA 02346 Ph: 508-946-2225 ental Chemistry Environmental Services assessment Rrr�� pp Site Sampling ' ty Assurance Services Analytical Ba1mce Data Auditing C O R P U R �, 't' I O N { CERTIFICATE OF ANALYSIS Wastewater Treatment Services, Inc. 4 REPORTED: 09/26/2006 4 Commercial Street Raynham, MA 02767 ORDER#: G0687597 I COLLECTED BY: M. Dillen SAMPLE DATE: 9/14/2006 TIME: 15:00 DATE RECEIVED: 9/15/2006 LOCATION: 130 Short Beach Rd.,Centerville,MA SAMPLE ID: Sullivan Grab(3043) DESCRIPTION: WATER RESULTS OF ANALYSIS Test Parameters LAB-ID#: 0687597-01 iBOD SM 5210B 09/15/2006 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 09/22/2006 mg/L 0.50 1.30 Nitrate,Nitrogen 4110B SM 4110 B 09/15/2006 mg/L 0.50 6.49 Nitrite,Nitrogen 4110B SM 4110 B 09/15/2006 mg/L 0.25 <0.25 Mpg Ism 4500.H+B. . _ 09/15/2006 S.U. 0-14 7.3 (Solids,Suspended ISM 2540 D 09/20/2006 mg/L 4 <4.0 NA=Not Applicable ND=Not Detected Approved By: z OlJ <' = Less Than L M g, / Da e *' = Detection Limit SEP 2 7 2006 BY -------------------- Page l of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Vim" 44 Commercial Street S�Ij 8Le Raynham, MA 02767 /. !f Tel: (508) 880-0233 ` Fax: (508) 880-7232 September 1, 2004 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST® Treatment System Serial Number: 3043 Attached please find the Field Inspection& Service Report and test results (as required) for services performed on 08/19/2004 at the property of Joseph Sullivan located at 130 Short Beach Road - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Joseph Sullivan Massachusetts DEP Environmental Chemistry Environmental Services Site Assessment '-V An • Site Sampling Quality Assurance Services �]}�c B;; 'n a Data Auditing G0 R �rYll•.�ill0.• R AiJ1G't11 110L.LN CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 08/31/2004 Raynham, MA 02767 ORDER#: G0462773 COLLECTED BY: M.Dillen SAMPLE DATE: 8/19/2004 TIME: 13:30 DATE RECEIVED: 8/20/2004 LOCATION: 130 Short Beach Rd.,Centerville,MA SAMPLE ID: Sullivan Grab(3043) DESCRIPTION: WATER RESULTS OF ANALYSIS M NMI= Test Parameters LAB ID#: 0462773-01 BOD SM 5210B 08/20/2004 mg/L 4 19.5 Kjeldahl,Nitrogen EPA 351.2 08/26/2004 mg/L 0.5 5.06 Nitrate,Nitrogen 4110B SM 4110 B 08/20/20 44 mg/L 0.50 15.4 Nitrite,Nitrogen 4110B SM 4110 B 08/20/2004 mg/L 0.25 0.43 Nitrogen,Total Calculation 08/26/2004 mg/L 1.0 20.9 pH SM 4500 H+B 08/20/2004 S.U. 0-14 6.9 Solids, Suspended SM 2540 D 08/24/2004 mg/L 4 15.5 NA=Not Applicable ND=Not Detected <' = Less Than Approved By: 8 *' = Detection Limit Manage / Dat Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Pagel of 1 Massachusetts De partment of Environmental Protection Bureau of Resource Protection -Title 5 .: ; , . DEP Approved Inspection and '0&M Form for Title 5 I/ALl Treatment and Disposal Systems - � A/A^7 fi. A. Installation Important: Joseph Sullivan When filling out Owner forms on the computer,use 130 Short Beach Road only the tab key Facility Street Address to move your Centerville 02632 cursor-do not use the return City Zip key. Mailing address of owner, if different: VQ 2361 NW 49th Lane Street Address/PO Box: Boca Raton FL 33431 f8tl0/ City State — Zip (ext. Telephone Number B. Authorized Service Provider Wastewater Treatment Services, Inc. 0&M Firm 44 Commercial Street Street Address Raynham MA 02767 City State Zip (508)—880-0223 ext. Telephone Number Michael Dillen 11173 Certified Operator Name Certification Number C. Facility/System Information 3043 Bio-Microbics, Inc. Single HomeFAST.9 DEP ID Manufacturer's Name&ID Model Name&Number 09/01/2000 Installation Date Start of Operation Approval Type:_General _Provisional _Piloting X Remedial Seasonal Residence—used less than 6 mo./year:X Yes_No D. Operating Information 08/19/2004 Inspection Date Previous Inspection Date Sludge Depth(to be checked yearly) Pumping Recommended _Yes X No Color: Clear Odor: None Effluent Description DEPMicroFASTnew.doc•9/1/04 Page 1 of 2 LlMassachusetts 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 2678 E. Sampling Information Samples Taken:_Influent X Effluent Parameters sampled:X pH X BOD X TSS X TN_Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection &during this inspection: Cleaned Filter,,,Splash Recycle, Notes and Comments: F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, 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 inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. Michael Dillen 08/19/2004 Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January Piloting & Provisional Use- General Use—by September 31st of each year for the within 30 days of inspection 30th of each year for the previous calendar year date previous 12 months Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6th Floor Boston. MA 02108 DEPMicroFASTnew.doc-9/1/04 Page 2 of 2 Q I N C 0 R P 0 R A T E 0 8450 Cole Parkway w Shawnee, KS 66227 w Phone 913-422-0707 Fax: 912-422-0808 2678 mmil e-mail: onsite anbiomicrobics.com m www.biomicrobics.com w 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 130 Short Beach Road Installation Address Centerville,MA 02632 Name Wastewater Treatment Services,Inc. Owner Name Joseph Sullivan Street Mail Address: Mail Address 44 Commercial Street 2361 NW 49th Lane Raynham, MA 02767 Boca Raton,FL 33431 City State Zip 508-880-0233 508-880-7232 Phone Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pump out Single HomeFAST.9 3043 09/01/2000 EQUIPMENT .YES: NO MAINTENANCE PERFORMED AND COMMENTS Electrical Panel (s), Visual Alarm Operating X Audio Alarm Operating X if resent Blower(s) Air Inlet Filter Clean X Blower Hood Vents Clear X Excessive Noise X Excessive Vibration X Treatment unit(s) Unusual Odor Pum out Required: X Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LIMIT RESULT Estimated Daily Flow 4 Bedrooms H Standard Units Color Clear Temperature Odor None Comments: TECHNICIAN SERVICE DATE Michael Dillen 08/19/2004 Yl� �i`E'(z�Ir!e/7.f cJE%`tN,CP,di, �/LG. 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 August 10, 2004 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Health Agent _ Reference: Single Home FAST® Treatment System Serial Number: 3043 Attached please find the Field Inspection& Service Report and test results (as required) for services performed on 07/22/2004 at the property of Joseph Sullivan located at 130 Short Beach Road - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department I Enclosures Copy to: Joseph Sullivan Massachusetts DEP L Environmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services Analytical Balance Data Auditing G A R P O R A "1' I O N CERTIFICATE OF ANALYSIS Wastewater Treatment Services, Inc. 44 Commercial Street REPORTED: 07/23/2004 Raynham, MA 02767 ORDER#: G0461177 COLLECTED BY: M. Dillen SAMPLE DATE: 7/12/2004 TIME: 15:30 DATE RECEIVED: 7/13/2004 LOCATION: 130 Short Beach Rd. Centerville, MA SAMPLE ID: Sullivan 3043 Grab DESCRIPTION: WATER RESULTS OF ANALYSIS s .p y' �J Test Parameters LAB-ID#: 0461177-01 BOD SM 5210B 07/14/2004 mg/L 4 12.5 Kjeldahl,Nitrogen EPA 351.2 07/22/2004 mg/L 0.5 4.44 Nitrate,Nitrogen 4110B SM 4110 B 07/13/2004 mg/L 0.50 14.9 Nitrite,Nitrogen 4110B SM 4110 B 07/13/2004 mg/L 0.25 <0.25 Nitrogen,Total Calculation 07/22/2004 mg/L 1.0 19.3 jpH SM 4500 H+B 07/13/2004 S.U. 0-14 7.2 Solids, Suspended SM 2540 D 07/16/2004 mg/L 4 9.0 NA=Not Applicable -- " ND=Not Detected Approved B —� = Less Than *' = Detection Limit b Manage / Date Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 DEP Approved Inspection rand O&M Form for Title 5 I/A Treatment and Disposal Systems _ 2678 A. Installation Important: Joseph Sullivan When filling out Owner forms on the computer,use 130 Short Beach Road only the tab key Facility Street Address to move your Centerville 02632 cursor-do not use the return City Zip key. Mailing address of owner, if different: 2361 NW 49th Lane Street Address/PO Box: Boca Raton FL 33431 City State Zip (ext. Telephone Number B. Authorized Service Provider Wastewater Treatment Services, Inc. O&M Firm 44 Commercial Street Street Address Raynham MA 02767 City State Zip (508)—880-0223 ext. Telephone Number Michael Dillen 11173 Certified Operator Name Certification Number C. Facility/System Information 3043 Bio-Microbics, Inc. Single HomeFAST.9 DEP ID Manufacturer's Name&ID Model Name&Number 09/01/2000 Installation Date Start of Operation Approval Type:_General _Provisional _Piloting X Remedial Seasonal Residence—used less than 6 mo./year: X Yes_No D. Operating Information 07/12/2004 Inspection Date Previous Inspection Date Sludge Depth(to be checked yearly) Pumping Recommended _Yes X No Color: Clear Odor: None Effluent Description DEPMicroFASTnew.doc•8/10/04 Page 1 of 2 i ' Massachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 Ll 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 2678 E. Sampling Information Samples Taken:_Influent X Effluent Parameters sampled: X pH X BOD X TSS X TN_Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection &during this inspection: Cleaned Filter,,,Splash Recycle, Notes and Comments: F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, 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 inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. Michael Dillen 07/12/2004 Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January Piloting & Provisional Use- General Use—by September 31 st of each year for the within 30 days of inspection 30`h of each year for the previous calendar year date previous 12 months Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6`h Floor Boston. MA 02108 I LDEPMicroFASTnew.doc-at10iO4 Page 2 of 2 � ' Q 1 lNCORPORATEO 8450 Cole Parkway Shawnee, KS 66227 m Phone 913-422-0707 m Fax: 912-422-0808 2678 e-mail: onsite(ci)biomicrobics com m www.biomicrobics.com w 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 130 Short Beach Road-- . FInsta111a;tio.nddress Centerville,MA 02632 Name Wastewater Treatment Services,Inc. Owner Name Joseph Sullivan Street Mail Address: Mail Address 44 Commercial Street 2361 NW 49th Lane Raynham, MA 02767 Boca Raton,FL 33431 City State Zip 508-880-0233 508-880-7232 Phone Fax e-mail Phone Fax e-mail INSTALLATION:INFORMATION` . Model No. Serial No. Date of Installation Date of last pump out Sin le HomeFAST.9 3043 09/01/2000 EQUIPMENT YES NO. MAINTENANCE,PERFORMED AND COMMENTS Electrical Panel s Visual Alarm OperatingX Audio Alarm Operating X if resent Blower(s) Air Inlet Filter Clean X Blower Hood Vents Clear X Excessive Noise X Excessive Vibration X Treatment unit(s) MEFFLUENT Odor wired: X Settlin Zone Treatment Zone o tional LIMIT RESULT Estimated Daily Flow 4 Bedrooms H Standard Units Color Clear Temperature Odor None Comments: TECHNICIAN SERVICE DATE Michael Dillen 07/12/2004 FG 2 1 44 Commercial Street 2003 Raynham, MA 7-0 wN of F3 02767 NEgCTH EPT Tel: (508) 880-0233 Fax: (508) 880-7232 August 25, 2003 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Health Agent. Reference: Single Home FAST® Treatment System Serial Number: 3043 Attached please find the Field Inspection& Service Report and test results (as required) for services performed on 08/12/2003 at the property of Joseph Sullivan located at 130 Short Beach Road -Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Joseph Sullivan Massachusetts DEP ' er, ,......... .. . COMMONWEALTH OF MASSACHUSL'ns EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION sr� ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems :Bo!caRaton, Authorized Service Provider Installation Address; Oe�M Firm: rt Beach Road Owner Name: Centerville Wastewater Treatment Services, Inc. rti[ail Address: i Mail Address: ullivan 44 Commercial Street W 49th Lane Raynham,MA 0276? FL 33431 TelTel hone No CerDEP No.: ^' `3043 Cert.No.: Model No.: Installation Date: MicroFAST Start of Operation: 9/1/00 Approval Type: Circle I oval Residence—used less than 6 moJyear (Circle) General Provisional Piloting Remedial Y No Operating Information Previous Inspection Date: Inspection ate:- Slud;e.Depth:Ito be checked�,d Pum ins/� d� y> p g Recommended(c-=Ic) Effluent Description: Yes No Attach copy of certified lab results. Check aff drat are required AgoGLJ Samples:Influent Effluent 0 10 U i� S� Parameters: pH BO TN Other er TN (29 Description of Overall System Condition: an d D�n of any Maintenance Performed since Previous Inspection g this Inspection: 7�d�C Notes and Comments: I certify: I have inspected the sewage treatment and disposal system at the address above,have completed this attached manufacturer's operation and maintenance checklist e and the information reported is true,accurate,and complete report and th or-the time of the ins ectio� [am a VIassachuse ertified ,operator in accordance with 257 ClIvIIt 2 0. as Operator Signature System owner must submit Remedial Use—by January 31 u of Department this report, manufacturer's each year for the previous calendar De artment of Environmental O&Mchecklist,and anv year Protection required sampling results Piloting& Provisional Use- within Attn: Title 5 Program to the local Board of Health LO days of inspection date One Winter Street, 61" Floor and DEP as follows for ' General Use—by September 30i°of Boston, IYU 02108 each inspection performed: each year for the previous 12 months 51,1/01 ._ ..... ►,.«._, ..." .. ....y....�......._.. ._..__«_ .o,. _....,«..,.... ............. ._.,.,..., .,.. ..«...........,....,,. ,..a.....» �,«........r.nw.wwr;,rw..e..w.uti�weWpaMmh+wivaaYulWra. Environmental Chemistry' Environmental Services Site Assessment Ana CLil Ba1mce Site Sampling Quality Assurance Servicesbats, ata Auditing G n R Y R ... A T I 0 N g' Y CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 08/19/2003 Raynham, MA 02767 ORDER#: G0350517 COLLECTED BY: M. Dillen SAMPLE DATE: 8/12/2003 TIME: 10:45 DATE RECEIVED: 8/13/2003 LOCATION: 130 Short Beach Rd. Centerville, MA SAMPLE ID: Sullivan 3043 Grab DESCRIPTION: WATER RESULTS OF ANALYSIS P: Test Parameters LAB-ID#: 0350517-01 BOD SM 5210B 08/13/2003 mg/L 4 9.1 lKjeldahl,Nitrogen EPA 351.2 08/15/2003 mg/L 0.5 4.37 Nitrate,Nitrogen 4110B SM 4110 B 08/13/2003 mg/L 0.50 17.6 Nitrite,Nitrogen 4110B SM 4110 B 08/13/2003 mg/L 0.25 <0.25 pH SM 4500 H+B 08/13/2003 S.U. 0-14 6.8 Solids,Suspended SM 2540 D 08/14/2003 mg/L 4 9.0 NA=Not Applicable ND=Not Detected Approved By: Pit'<' = Less Than *' = Detection Limit Liy Manager I Y Date Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 t �tY w i:. x f4^tiR..r+ 1NC0RPO'RATID . . ; 8450 Cole Parkway■Shawnee, KS 66227■Phone 913-422-0707■ Fax: 912-422-0808 e-mail: onsite0biomicrobics.com ■www.biomicrobics.com ■800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System IlVST �k' ��1�""�ir-.%�`c�� s'�•, � r eEr�' ' O f •` �' L ,SERVICE PROVIDEit .��.��•.�Ls-w t '- - �'_ r `�,, ��"'4x j,,.i`seq. 130 Short Beach Road Installation Address CentervilleMA 02632 Name Wastewater Treatment Services,Inc. Owner Name Joseph Sullivan Street Mail Address: Mail Address 44 Commercial Street 2361 NW 49th Lane Raynham, MA 02767 Boca Raton,FL 33431 City State Zip 508-880-0233 508-880-7232 Phone Faxy e-mail_ Phone �yy Fax jy e-mail Model No. Serial No. Date of Installation Date of last pumpout MicroFAST 3043 9/11/00 niAII�PlB TCEP_$Rp A�JD CbMI 'f Electrical Panel(s) Visual Alarm Operating V Audio Alarm Operating 7 if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment unit(s) Unusual Odor Pumpout Required: - Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LIMIT RESULT Estimated Daily Flow 4 Bedrooms H Standard Units Color L Temperature �i , v. Odor MFS 3 N G ,I--/ oZ TECHNICIAN SIGNATURE SERVICE DATE 44 Commercial Street Raynham, MA 02767 RF M"V7 1 Tel: (508) 880-0233 J U L 3 1i;s.4 Fax: (508) 880-7232 July 29, 2003 Tof- j a f_- �"DEPT. Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST® Treatment System Serial Number: 3043 Attached please find the Field Inspection& Service Report and test results(as required) for-services performed on 07/10/2003 at the property of Joseph Sullivan located at 130 Short-Beach Road -Centerville,lV1A. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Joseph Sullivan Massachusetts DEP 4 � 4 ... -,U J COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617.292.5500 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems Installation Authorized Service Provider fffnstalla(ionress: 0,xm Firm: 130 Short Beach Road Owner Name: i e MA Wastewater Treatment Services, Inc. Mail Address: ;Mail Address: Joseph Sullivan 44 Commercial Street 2361 NW 49th Lane Raynham,MA 02767 Boca.Raton,FL 33431 Telephone No.: A EDE No.: — Ctrdfied Operator N e: / Q/ L Mfr.No.: 3043 Cert.No.: .: Installation Date: . 5 MicroFAST I Start of Operation: 9/l/00 Approval Type: (Circle) onal Residence—used less than 6 mo./ General Provisional Piloting Remedial Yes No year: (Circle) Operating Information Previous inspection Date: Inspection at Slud;e Depth:(to be checked yearly) Pumping 43 p �Recommended(Cue1e) .- Etlluent Des L I Yes No Description: Attach copy of certified lab results. Check all that are required Samples:Influent Effluent Parameters: pH BO S IR Other er Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: Notes and Comments: I certify: I have inspected the sewage treatment and disposal system at the address above,have completed this report and the attached manufacturer's operation and maintenance checklist,and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CVIR 2 0. Operator Signature System Department owner must submit Remedial Use—by January 31"of p ate nt of Environmental this report, manufacturer's each vear for the previous calendar Protection O&M checklist,and any year Attn: Title 5 Program required sampling results Piloting& Provisional Use- within to the local Board of Health LO days of inspection date One Winter Street, 6i° Floor and DEP as follows for General Use—by September 30i°of Boston, :1VIA 02108 each inspection performed: each year for the previous 12 months 511101 Environmental ChemlAry Environmental Service- Site Assessment ic Site Sampling Quality Assurance Services An&ta� Balance Data Auditing C O R 'P 0 R Q 1 I' T... A 1\ Wastewater Treatment Services,Inc. CERTIFICATE OF ANALYSIS 44 Commercial Street REPORTED: 07/24/2003 Raynham, MA 02767 ORDER#: G0349325 COLLECTED BY: M. Dillen SAMPLE DATE: 7/10/2003 TIME: 13:00 DATE RECEIVED: 7/11/2003 LOCATION: 130 Short Beach Centerville, MA SAMPLE ID: Sullivan 3043 Grab DESCRIPTION: WATER RESULTS OF ANALYSIS Test ParameteTS LAB-ED#: 0349325-01 j BOD SM 5210B 07/11/2003 mg/L 4 9.24 Kjeldahl,Nitrogen EPA 351.2 07/18/2003 mg/L 0.5 5.18 Nitrate,Nitrogen 4110B SM 4110 B 07/11/2003 mg/L 0.50 1 22.5 i Nitrite,Nitrogen 411013 SM 4110 B 07/11/2003 mg/L 0.25 0.37 Nitrogen,Total Calculation 07/18/2003 mg/L 1.0 28.1 PH SM 4500 H+B 07/11/2003 S.U. 0-14 7.2 Solids, Suspended SM 2540 D 07/16/2003 mg/L 4 7.0 NA=Not Applicable ND=Not Detected '<' = Less Than Approved By• .� '*' = Detection Limit Lab Director / Date Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page 1 or 1 � ' Q IH000P0RATE0 8450 Cole Parkway■Shawnee, KS 66227■Phone 913-422-0707 . Fax: 912-422-0808 e-mail: onsite(ftiomicrobics.com ■www.biomicrobics.com ■800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System . Y INSTALL:Z' ON Ydfi: AUTHORIZED SERVICE PROVIDER ` 130 Short Beach Road Installation Address CentervilleMA 02632 Name Wastewater Treatment Services,Inc. Owner Name Joseph Sullivan Street Mail Address: Mail Address 44 Commercial Street 236I NW 49th Lane Raynham, MA 02767 Boca Raton,FL 33431 City State Zip 508-880-0233 508-880-7232 Phone Fax e-mail Phone Fax e-mail i ^4` ..:".INSTALLATION INFORMATION_ Model No. Serial No. Date of Installation~ Date of last pumpout - MicroFAST 3043 9/I l/00 E UIPMENT Yu � M� _ CEPFRFORMED AND`CO Electrical Panel s Visual Alarm Operating Audio Alarm Operating if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment unit(s) Unusual Odor Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LIMIT RESULT Estimated Daily Flow 4 Bedrooms H Standard Units) Color Temperature Odor . FG E ICIAN SIGNATURE SE VICE ATE lJ a3 44 Commercial Street Raynham, MA r 02767 Tel: (508) 880-0233 Fax; (508) 880-7232 September 20, 2002 Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 - Y Attention: Health Agent Reference: Single Home FAST® Treatment System Serial Number: 3043 Attached please find the Field Inspection& Service Report and test results (as required) for services performed on 9/4/2002 at the property of Joseph Sullivan located at 130 Short Beach Road - Centerville, MA. Please call if you have any questions or require additional information. Si rely, net M. Whitman r Enclosures Copy to: Joseph Sullivan COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEP Approved Inspection and O&M Form for Title 5 UA Treatment and Disposal Systems Installation Authorized Service Provider Installation Address: O&N(Firm: 130 Short Beach Road e Wastewater Treatment Services,Inc. Owner Name: Mail Address: Mail Address: Joseph Sullivan 44 Commercial Street 2361 NW 49th Lane Raynham,MA 02767 .Boca Raton,FL 33431 Telenhone No.: Tele hone No.- Certified Operator Name: DEP No.: Mfr.No.: 3043 Cert No.: Model No.: Installation Date: MicroFAST� I Start of Operation: 9/1/00 Approval Type: (Circle) Residence-used less than 6 mo./year: (Circle) General Provisional Pilotin; Remedial ::Jten—al No Operating Information Previous Inspection Date: Inspection Sludge Depth:(to be checked yearly) Pum ins p g Recommended(Circle) I Yes No Effluent Description: Attach copy of certified lab results. Check all drat are required Samples:Influent Effluent Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: Notes and Comments: I certify:I have inspected the sewage treatment and disposal system at the address above,have completed this report and the attached manufacturer's operation and maintenance checklist,and the information reported is true, accurate, and complete as of the rime of the ins ction. I am a✓:7ause certified operator in accordance with 257 CMR 2.00. � Operator Signature Date Svstem owner must submit Remedial Use-by January 3 1"of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&M checklist,and any year Attn: Title 5 Program required sampling results Piloting& Provisional Use- within jQ days of inspection date One Winter Street, 6''' Floor to the local Board of Health and DEP as follows for General Use-by September 30"'of Boston, MA 02108 each inspection performed: each year for the previous 12 months 511101 r MI N C O R P O R A T E D 8450 Cole Parkway■Shawnee, KS 66227■Phone 913-422-0707 . Fax: 912-422-0808 e-mail: onsiteftiomicrobics.com ■www.biomicrobics.com ■800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST& System INSTALLATION AUTHORIZED SERVICE PROVIDER 130 Short Beach Road Installation Address CentervilleMA 02632 Name Wastewater Treatment Services,Inc. Owner Name Joseph Sullivan Street Mail Address: Mail Address 44 Commercial Street 2361 NW 49th Lane Raynham, MA 02767 Boca Raton,FL 33431 City State Zip 508-880-0233 508-880-7232 Phone Fax e-mail Phone Fax e-mail 7 INSTALLATION INFORMATION, Model No. Serial No. Date of Installation Date of last pumpout MicroF AST 3043 9/11/00 -;.EQUIPMENT YES _ NO MAINTENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise [/ Excessive Vibration ��- Treatment unit(s) Unusual Odor Pum out Required: Primary Settling Zone L/ Aerobic Treatment Zone EFFLUENT(optional) LIMIT RESULT Estimated Daily Flow 4 Bedrooms H Standard Units Color Temperature Odor TECHN IAN SIGNATU$.E SERVICE DATE 6� Environmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services. AnaoicLL� Balance Data Auditing C O R R A 'C 1 0 )\T CERTIFICATE OF ANALYSIS Wastewater Treatment Services, Inc. 44 Commercial Street REPORTED: 09/17/2002 Raynham, MA 02767 ORDER#: G0239488 COLLECTED BY: M.Dillen SAMPLE DATE: 9/4/2002 TIME: 12:00 DATE RECEIVED: 9/4/2002 LOCATION: 130 Short Beach Road Centerville SAMPLE ID: Sullivan Grab(3043) DESCRIPTION: WATER RESULTS OF ANALYSIS Test Parameters LAB-ID#: 0239488-01 BOD SM 5210B 09/04/2002 mg/L 4 5.8 Kjeldahl,Nitrogen EPA 351.2 09/16/2002 mg/L 0.5 1.57 Nitrate,Nitrogen 4110B SM 4110 B 09/05/2002 mg/L 0.20 8.31 Nitrite,Nitrogen 4110B SM 4110 B 09/05/2002 mg/L 0.10 0.18 Nitrogen,Total Calculation 09/16/2002 mg/L 1.0 10.1 pH SM 4500 H+B 09/04/2002 S.U. 0-14 7.5 Solids, Suspended SM 2540 D 09/09/2002 mg/L 4 9.8 NA=Not Applicable ND=Not Detected Approved By: y' Ot� < = Less Than '*' = Detection Limit b Manage / Date Page 1 of 1 Analytical Balance 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 August 7, 2002 Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 Attention: Health'Agent, Reference: Single Home FAST® Treatment System Serial Number: 3043 Attached please find the Field Inspection& Service Report and test results (as required) for services performed on 7/29/2002 at the property of Joseph Sullivan located at 130 Short Beach Road - Centerville, MA. Please call if you have any questions or require additional information. Sic ely, 6 jx"6� net M. Whitman Enclosures Copy to: Joseph Sullivan l COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEP Approved Inspection and O&M Form for Title 5 UA Treatment and Disposal Systems Installation Authorized Service Provider Installation Address: Odcbt Firm: 130 Short Beach Road e Wastewater Treatment Services, Inc.Owner Name: Mail Address: Mail Address: Joseph Sullivan 44 Commercial Street 2361 NW 49th Lane Raynham,MA 02767 Boca Raton,FL 33431 Tele hone No.: Tele hone No-: Certified Operator N e: DEP No.: Mfr.No.: 3043 Cert.No.: 1117.3 Model No.: Installation Date: MicroFAST I Stan of Operation: 9/1/00 Approval Type: (Circle) onal Residence-used General Provisional Pilo less than 6 mo./year: (Circle) tin; Remedi al Yes No Operating Information Previous Inspection Date: Inspection Date: Sludge Depth:Ito be checked year! 7 /� �� y) I Pumping Recommended(Circle) Effluent Desc.iption: Yes No Attach copy of certified lab results. Cheek all that are required Samples:Influent Effluent Parameters: pH BOD TSS TN Des Other Other Other cription of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: Notes and Comments: I certify: I have inspected the sewage treatment and disposal system at the address above,have completed this report and the attached manufacturer's operation and maintenance checklist,and the information reported is true, accurate,and complete as of the time of the inspection. I am a Massac usetts certified operator in accordance with 257 CMR 2.00. Operator Signa e 1d System owner must submit Remedial Use—by January 31"of Date this report, manufacturer's each year for the previous calendar Department of Environmental O&M checklist, and any year Protection required sampling results Piloting& Provisional Use- within Attn: Title 5 Program to the local Board of Health jQ days of inspection date One Winter Street, 6'h Floor and DEP as follows for General Use-by September 30iD of Boston, MA 02108 each year for the previous 13 molrchs each inspection performed: 511101 z,- r i Environmental Chemistry Environmental Services Site Assessment AnLlyjt �� Site Sampling Quality Assurance Services c Data Auditing C— R P R �. A T I 0 T' Wastewater Treatment Services, Inc. CERTIFICATE OF ANALYSIS 44 Commercial Street REPORTED: 08/06/2002 Raynham, MA 02767 ORDER#: G0238050 COLLECTED BY: M. Dillen SAMPLE DATE: 7/29/2002 TIME: 8:00 DATE RECEIVED: 7/29/2002 LOCATION: 130 Short Beach Rd.Centerville, MA(3043) SAMPLE ID: Sullivan Grab DESCRIPTION: WATER RESULTS OF ANALYSIS Test PRPQmeters LAB-iD#: 0238050-01 BOD SM 5210B 07/31/2002 mg/L 4 7.8 Kjeldahl,Nitrogen EPA 351.2 08/02/2002 mg/L 0.5 2.45 Nitrate,Nitrogen 4110B SM 4110 B 07/29/2002 mg/L 0.1 10.2 Nitrite,Nitrogen 4110B SM 4110 B 07/29/2002 mg/L 0.05 <0.10 Nitrogen,Total Calculation 08/02/2002 mg/L 1.0 12.7 pH SM 4500 H+B 07/29/2002 S.U. 0-14 7.8 Solids, Suspended SM 2540 D 07/31/2002 mg/L 4 18.0 NA=Not Applicable ND=Not Detected '<' = Less Than Approved By: $ („�� Detection Limit Lab Tanager / to Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page 1 or t C%Ml NCORPORATED 8450 Cole Parkway■Shawnee, KS 66227■Phone 913-422-0707■ Fax: 912-422-0808 e-mail: onsite(cbbiomicrobics.com ■www.biomicrobics.com ■800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 130 Short Beach Road Installation Address CentervilleMA 02632 Name Wastewater Treatment Services,Inc. Owner Name Joseph Sullivan Street Mail Address: Mail Address 44 Commercial Street 2361 NW 49th Lane Raynham, MA 02767 Boca Raton,FL 33431 City State Zip 508-880-0233 508-880-7232 Phone Fax a-mail Phone Fax e-mail '_. . INSTALLATION ON—', hr Model No. Serial No. Date of Installation Date of last pumpout MicroFAST 3043 9/11/00 'EQUIPMENT_ " NO " ' = MAINTENANCE PE, ORMED AND COMMIENI S Electrical Panel(s) Visual Alarm OperatingY Audio Alarm Operating if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise , Excessive Vibration Treatment unit(s) Unusual Odor Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LIMIT RESULT Estimated Daily Flow 4 Bedrooms H Standard Units Color Temperature Odor TEC 1CJAN SIGNATURE SERVICE DATE 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 June 25, 2002 RECEIVE® JUL 0 2 2002 TOWN OF BARNSTABLE HEALTH DEPT. Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST° Treatment System Serial Number: 3043 Attached please find the Field Inspection& Service Report (as required) for services performed on 6/6/2002 at the home of Joseph Sullivan located at 130 Short Beach Road - Centerville, MA. The unit was serviced but not tested as the home is unoccupied. Please call if you have any questions or require additional information. Si erely, net M. Whitman Enclosures Copy to: Joseph Sullivan COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION F ONE WINTER STREET, BOSTON, MA 0'l 108 617.292.5500 DEP Approved Inspection and O&NI Form for Title 5 UA Treatment and Disposal Systems Installation Authorized Service Provider Installation Address: O&M Firm: 130 Short Beach Road Centerville, MA 02632 1c. Owner Name: 4�a&,ecu 5iser�t�C Joseph Sullivan 44 commercial Street,Raynham,MA 02767 i Mail Address859 E. Jeffrey S t. B ld.2 Apt Tel:(50({)ggp 02 per;(5oe) 7232 e8o i Boca Raton, FL 33487 i Telephone No.: _ _ 5661 Certified Operator Name: DEP No.: Mfr.No.: Cert.No.: Model No.: Installation Date: Start of Operation: Sink Dome FIST 9/1 1 /0 0 Approval Type: (Circle) Seasonal ence-used less than 6 mo./year: (Circle) General Provisional Piloting Remedial Yes No Operating Information Previous Inspection Date: InspectionDate: Sludge Depth:(to be checked yearly) Pumping commended(Circle) I Yes o 4*1 Effluent Description: Attach copy of certified 12b results. Check all that are required In Samples:influent Effluent J �J Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since_Previous Inspection and During this Inspection: . T5bd C'm eck-2d Notes Il [ certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the P attached manufacturer's operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of th inspection. I am a Massachusetts certified operator in accordance with 257 CINIR 2.00. Operator Signature to System owner must submit Remedial Use-by lanuary 3l"of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&M checklist, and any year Attn: Title 5 Program required sampling results Piloting& Provisional Use-within One Winter Street, 6'h Floor to the local Board of Health 30 days of inspection,late Boston, NIA 02108 and DEP as follows for General Use-by September 30 of each year for the previous 1_ months each inspection performed: 511101 .a 1 atmi'm O R P O R A T E D 8450 Cole Parkway a Shawnee, KS 66227.'Phone 913-422-0707. Fax: 912-422-0808 e-mail: onsite _biomicrobics.com■www.biomicrobics.com ■800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 130 Short Beach Road Installation Address Centerville,MA 02632 *-- Owner Name Joseph SullivanMail Address: Address: 859 East Jeffrey St.-Bldg 2-Apt.307 44 Commercial Street,Raynhain,MA 02767 Boca Raton,FL 33487 Tel:(soe)ee0-0233 Fax:(soe)eeo 72s2 p Phone 508-775-5661 Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION. Model No. Serial No. Date of Installation Date of last pumpout Micro FAST 3043 9/11/00 E UUWENT :YES NO, :: MAINTENANCE:PERFORID;AI!m COHI111TS 4 Electrical Panels Visual Alarm Operating Audio Alarm Operating if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration C Treatment unit(s) Unusual Odor Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LHHH RESULT Estimated Daily Flow 4 Bedrooms H Standard Units) Color Temperature Odor ECHNICIA IGNATURE SERVICE DATE 44 Commercial Street Raynham, MA 02767 J Tel: (5.08) 880-0233 -Fax: (508) 880-7232 RECEIVED June 25, 2002 JUL 0 2 2002 TOWN OF BARNST HEALTH DEp7-. Mr. Joseph Sullivan 859 East Jeffrey St.-Bldg 2-Apt. 307 Boca Raton, FL 33487 SUBJ: 130 Short Beach Road, Centerville, MA Dear Mr. Sullivan: Wastewater Treatment Services, Inc. recommends that you request from the State Department of Environmental Protection and your local Board of Health that this unit (serial#3043) be changed to a seasonal basis which means you are there for less than 6 months. Please have them notify us in writing of their decision. This would change your service and testing to twice per year, not four times. If you have any questions, please call. Sincerely, William%Hitvett Service Manager Cc: Massachusetts DEP, ATTN: Natalie Brown One Winter Street 6 h Floor, Boston, MA 02108 Barnstable Board of Health, P.O. Box 534, � , ,Hyannis, 02601 Y �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 RECENE® JANE SWIFT p� BOB DURAND Governor MAY 2 8 2002 � Secretary TOWN OF BARNSTABLE LAUREN A-LISS HEALTH DEPT. Commissioner May 15, 2002 Joseph W. Sullivan 2361 n.w. 49th Lane Boca Raton,FL 33431 Re: Alternative On-site Sewage Treatment&Disposal System Monitoring and Reporting Requirement DEP Facility ID: 3043 130 Short Beach Road Centerville,MA Dear Mr. Sullivan: The Department has received your letter dated April 30, 2002, requesting a reduction in the required monitoring, sampling and reporting on the alternative on-site sewage disposal system at the above referenced facility,based on the fact that it serves a seasonal residence occupied less than six months per year. The Department approves your request to reduce the inspection and sampling requirements from four times to two times per year, once within 45 days of startup and once within two weeks of system shutdown. This change in monitoring requirements in no way changes the requirement that, throughout its use; the system shall be under an operation and maintenance agreement with a person or firm qualified to provide services consistent with the system's specifications and shall be inspected twice over the seasonal occupancy period. However, should the residence be occupied for six months or more in any year, then the Department must be notified in writing and quarterly inspection and sampling requirements would apply for that year. Additionally, as required by the Approval for the system, any time the operator changes,you shall notify the Department and the local approving authority, in writing,within seven days of such change. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.state.ma.us/dep CoPrinted on Recycled Paper t� Re: Monitoring and Reporting Requirement Page 2 DEP Facility No.: 3043 Please note that the Department is now requiring the use of a DEP approved inspection form. You must submit,by January 3 1"of each year, a copy of the "DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems" and the FAST O&M checklist to the Department and local Board of Health for each O&M inspection performed during the previous calendar year. The certified operator under contract to operate and maintain the system must complete these forms. Enclosed are copies of these forms. The annual sampling results must accompany the forms. This reduction in monitoring requirements is conditioned upon your compliance with the Approval and the requirements in this letter. Please be aware this change in monitoring does not apply to any local requirements. You should discuss any changes frorn the local monitoring requirements, if any apply to your system, with your local Board of Health officials. You should check with the local Board of Health prior to reducing effluent monitoring and reporting to ensure that the reduction would be consistent with any local requirements. Should you have any questions regarding this matter,please do not hesitate to contact Dana Hill, of my staff, at (617) 292-5867. Si ely, Glennl3aas,Director Division of Watershed Management Enclosures (addressee only) cc: DEP/SERO,B. Dudley , Barnstable BOH hnUp COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL FFAIRS DEPARTMENT OF ENVIRONMENTAL PR TE \/E® ONE WINTER STREET, BOSTON, MA 0':l08 6 t7.29 •5500 APR 0 9 2002 pproved Inspection and O&NI Form for Title 5 I/A Treatment an �?�sosal Systems N OF BA STABLE Installation MAP 4uthorized Se tce Installatiun Address: O&M FirPARCM • 130 Short Beach Road •— Centerville, MA 0263.2 LOT J � Owner Name: Mail Address: r- 44 Commercial Street,Raynham,MA 02767 Joseph Sullivan e y St. E. Jeffrey B 1 d.2 Apt . 0 7 Tel:(508)880-0233 Fax:(508)880-7232 �(ailAddress859 3 Boca Raton, FL 33487 Tole hone No.: Certified Operator Name: Telephone No.: DEP No.: Mfr.No.: Cert.No.: Model No.: Installation Date: Start of Operation: S i ng k 44orne FAST 1 9/1 1 /0 0 Approval Type: (Circle) 1Seasonal ence-used less than 6 mo./year: (Circle) ' General Provisional Piloting Remedial Yes No Operating Information Previous Inspection Date: Inspection Date: Sludge Depth:(to be checked yearly) Pumping Recommended(Circle) Yes No Effluent Description: Attach copy of certified lab results. Check all that are required Samples:Muent Effluent Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: Notes and Comments: in I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached manufacturer's operation and maintenance checklist,and the information reported is true,accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CNIR 2.00. ��) a Td �Do( v1 Operator Signa=e ate System owner must submit Remedial Use-by January 3 1"of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&M checklist, and any year Attn: Title S Program required sampling results Piloting& Provisional Use- within One Winter Street, 6'h Floor to the local Board of Health 30 days of inspection,late Boston, LNIA.02108 and DEP as follows for General Use-by September 301h of each year for the previous 12 months each inspection performed: 51110l Effluent Test Results.for Fast®Treatment Systems on Falling Leaf Lane in Osterville, MA. 123 Falling Leaf Lane Osterville, MA 144/003/014 Date BOD Kjeldahl Nitrogen Nitrate, Nitrogen 4110B Nitrite, Nitrogen 4110B Ammonia, Nitrogen 350.1 pH Solids, Suspended mg/L mg/L mg/L mg/L mg/L S.U. mg/L 7/31/2000 19.1 5.8 21.2 NT 1.86 7.2 12.8. 11/7/2000 16.1 5 5.95 NT 1.77 7.23 J00.4 2/26/2001 5.7 2.2 21.2 <0.25 0.63 6.8 4.8 5/25/2001 11.3. 7.1 1.32 16.2 4.62 8.5 w5.5 8/10/2001 4.4 3.9 12.5 <0.25 NT 7.4 4.8 132 Falling Leaf Lane Osterville, MA 144/003/011 Date BOD Kjeldahl; Nitrogen Nitrate, Nitrogen 4110B Nitrite, Nitrogen 4110E Ammonia, Nitrogen 350.1 pH Solids, Suspended mg/L mg/L mg/L mg/L mg/L S.U. mg/L 11/19/1999 21.3 58.8 <1.00 NT 50.2 8.1 19 12/20/2000 <4.0 22.6 15.8 NT 19.2 7.5 4.4 139 Falling Leaf Lane Osterville, Ma 144/003/013 Date BOD Kjeldahl, Nitrogen Nitrate, Nitrogen 4110E Nitrite, Nitrogen 4110E Ammonia, Nitrogen 350.1 pH Solids, Suspended mg/L mg/L mg/L mg/L mg/L S.U. mg/L 1/31/2000 30.4 NT 2.21 NT 30 7.4 26.5 2/28/2000 18.9 NT 1.24 NT 42.4 7.8 25.5 4/4%2000 22.7 43.3 1.19 NT 40.1 7.7 37 8/28/2000 29.2 NT 5.72 NT 0.67 6.4 30 2/26/2001 36 10 15.4 <0.25 2.7 6.7 55 6/12/2001 25.4 4.2 7.15 <0.25 NT 7 33 NT=Not Tested NA= Not Applicable < = Less Than L:\Wastewater\IAtestresults.xls I/A Systems and sites involved with. N2 control and Alternative Systems to Title V. map/par/lot Street# Street Village I/A System 144 003 001 24 Falling Leaf Lane Osterville RUCK 144 003 002 42 Falling Leaf Lane Osterville RUCK 144 003 003 52 Falling Leaf Lane Osterville RUCK 144 003 004 64 Failing Leaf Lane Osterville two bedrooms 144 003 005 721Falling Leaf Lane Osterville RUCK 144 003 006 82 Falling Leaf Lane Osterville RUCK 144 003 007 92 Falling Leaf Lane Osterville two bedrooms 144 003 008 102 Falling Leaf Lane Osterville RUCK 144 003 009 112 Falling Leaf Lane Osterville two bedrooms 144 003 010 1221Falling Leaf Lane Osterville two bedrooms ? 144 003 011 132 Failing Leaf Lane Osterville Single Home MicroFasR 144 003 012 140 Failing Leaf Lane Osterville two bedrooms 144 003 013 139 Falling Leaf Lane Osterville Single Home MicroFast® 144 003 014 123 Falling Leaf Lane Osterville Single Home MicroFast® 144 003 015 113 Falling Leaf Lane Osterville Drainage Lot 144 003 016 103 Falling Leaf Lane Osterville two bedrooms 144 003 017 91 Falling Leaf Lane Osterville RUCK 144 003 018 81 Falling Leaf Lane Osterville RUCK 144 003 019 71 Falling Leaf Lane Osterville RUCK 144 003 020 61 Falling Leaf Lane Osterville Recirculating Sand Filter 144 003 021 51 Falling Leaf Lane Osterville two bedrooms 144 003 022 39 Falling Leaf Lane Osterville RUCK 144 003 023 31 Failing Leaf Lane Osterville RUCK 144 003 024 23 Falling Leaf Lane Osterville RUCK 144 003 025 15 Falling Leaf Lane Osterville RUCK 136 037 88 Hilliards Ha ay West Barnstable Single Home MicroFast® 234 039 549 Huckins Neck Road Centerville Single Home MicroFast® 102 020 138 Lakeside Drive Marstons Mills Single Home MicroFast® 053 010 22 Little River Road Cotuit Peat Leaching Facility 206 004 112 Long Beach Road Centerville Single Home MicroFast® 206 001 206 Long Beach Road Centerville Single Home MicroFast® 253 018 001 1513 I annou h Road/Route 132 Centerville Single Home Fast® 206 027 130 Short Beach Road Centerville Single Home MicroFast® 096 003 312 Smoke Valley Road Osterville Peat Leaching Facility 336 066 42 Tonela Lane Barnstable Isingle Home MicroFast® 352 035* Cape Cod Village Condos Barnstable 2 tight tanks [2O6 ots OOA-OOV Harbor Point Rd,Tokamahamon St.&Vanduzer Rd. 088 1136 Craigville Beach Road Centerville tight tank L:\Wastewater\list.xls map/par/lot Street # Street Village I/A System 352 035* Cape Cod Village Condos Barnstable 2 tight tanks lots OOA-OOV Harbor Point Rd,Tokamahamon.St.&Vanduzer Rd. 352 035 OOA 20 Vanduzer Road Barnstable 352 035 OOB 4 Vanduzer Road Barnstable 352 035 OOC 10 Vanduzer Road Barnstable 352 035 OOD 16 Vanduzer Road Barnstable 352 035 OOE 28 Vanduzer Road Barnstable 352 035 OOF 36 Vanduzer Road Barnstable 352 035 OOG 2811 Harbor Point Road Barnstable 352 035 OOH 12 Vanduzer Road Barnstable 352 035 001 26 Vanduzer Road Barnstable 352 035.00J 265 Harbor Point Road Barnstable 352 035 OOK 271 Harbor Point Road Barnstable 352 035 OOL 279 Harbor Point Road Barnstable 352 035 OOM 299 Harbor Point Road Barnstable 352 035 OON 301 Harbor Point Road Barnstable 352 035 000 260 Harbor Point Road Barnstable 352 035 OOP 280 Harbor Point Road Barnstable 352 035 OOQ 77 Tokamahamon Road Barnstable 352 035 OOR 67 Tokamahamon Road Barnstable 352 035 00S 57 Tokamahamon. Road Barnstable 352 035 OOT 74 Tokamahamon Road Barnstable 352 035 OOU 64 Tokamahamon. Road Barnstable 352 035 OOV 54 Tokamahamon Road . Barnstable L:\Wastewater\list.xls Page 1 i, Effluent Test Results for Single Home MicroFast®Treatment Systems on 130 Short Beach Road, Centerville, MA Remedial ,130;Short Beach Road, Centerville, MA 206/027 J & R Sales and Service, Inc. (Wastewater Treatment Services, Inc.)with Bio-microbics Date BOD Kjeldahl, Nitroge Nitrate, Nitrogen 4110 Nitrite, Nitrogen Ammonia, Nitrogen pH Solids, Suspende Comments mg/L mg/L mg/L mg/L mg/L S.U. mg/L 12/11/2000 NT NT NT NT NT NT NT stem-off-,home appeared unoccupied---- 3/8/2001 NT NT NT NT NT NT NT / / system off, home appeared unoccupied 6/26/2001 NT NT NT NT INT NT NT ( ( owner just moved in ` 12/18/2001 NT4 NT NT NT INT NT N system off for winter \ 3/6/2002 NT'S NT INT NT INT NT INT --,-system off for winter �. 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 March 21, 2002 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST® Treatment System Serial Number: 3043 Attached please find the Field Inspection& Service Report. We attempted service on 3/6/2002 at the home of Joseph Sullivan located at 130 Short Beach Rd. - Centerville, MA; however, the system was turned off for the winter. Please call if you have any questions or require additional information. S' rely, J net M. Whitman Enclosures f APR 01 ZOOZ Copy to: Joseph Sullivan 1O'VVN OF BARNSTABLE HEALTH DEPT. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON., MA 02108 6l7.291.5500 DEP Approved Inspection and O&NI Form for Title 5 UA Treatment and Disposal Systems Installation :authorized Service Provider Installation Address:130 Short Beach Road O&M Firm: Centerville, MA 02632 Inc. Owner Name: Va&wvarel- 9w Mail Address Joseph Sullivan 44 Commercial Street,Raynham,MA 02767 859 E. Jeffrey St. B l d.2 Apt Tel:(5W)880-0233 Fax:(sob)880-7232 i Boca Raton, FL 33487 Telephone No.: Certified Operator Name: DEP No.: Mfr. No.: Cert.No.: �0 Model No.: Installation Date: Start--of Sink dome FPST 9/11 ,100 Approval Type: (Circle) Seasonal ence—used less than 6 mo./year: (Circle) General Provisional Piloting Remedial Yes No Operating Information Previous Inspection Date: Inspection Date: Sludge Depth:(to be checked yearly) PumpingYes Recommended(Circle) i No Effluent Description: Attach copy of certified lab results. Check all that are required Samples: Influent Effluent Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: Notes and Comments: - I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached manufacturer's operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CNIR 2.00. Operator Signature batel System owner must submit Remedial Use-by January 3 l"of Department of Environmental this report, manufacturer's each year for the previous calendar protection O&NI checklist,and any year Attn: Title 5 Program required sampling results Piloting& Provisional Use - within One Winter Street, 61" Floor to the local Board of Health 30 days of inspection,late �, Boston, LMA 02108 and DEP as follows for General Use -by September 30 of each year for the previous 1 2- months each inspection performed: " 511/01 � ( Q 1 1 N C 0 A P 0 R A T E 0 8450 Cole Parkway■ Shawnee, KS 66227 a Phone 913-422-0707. Fax: 912-422-0808 e-mail: onsit biomicrobics.com .www.biomicrobics.com .800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 130 Short Beach Road Installation Address Centerville,MA 02632 Owner Name Joseph Sullivan Mail Address: Wagmwate-91-w nzcn.G 1f&W47ev, Y/ZCI 859 East Jeffrey St. -Bldg 2-Apt.307 Boca Raton,FL 33487 44 commercial street,Raynham,MA 02767 Tel:(508)880.0233 Fax:(508)880.7232 Phone 508-775-5661 Fax e-mail 1 Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pumpout Micro FAST 3043 9/11/00 EQUIPMENT YES NO NfANTENANCE PERFORMED AND CONDAR TS. Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating if resent) Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment unit(s) Unusual Odor Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optionap LEWF RESULT Estimated Daily Flow 4 Bedrooms H Standard Units) Color Temperature Odor ECHNICI N SIGNATURE SERVICE DATE 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 February 12, 2002 FEB 19, 2002 Barnstable Board of Health PO Box 534 1 IOVYN Or k-3AR NSiABLE Hyannis, MA 02601 HEALTH DEPT. Attention: Health Agent Reference: Single Home FAST° Treatment System Serial Number: 3043' Attached please find the Field Inspection& Service Report (as required) for services performed on 12/18/01 at the home of Joseph Sullivan located at 130 Short Beach Rd. - Centerville, MA. The unit was not serviced or tested as the system is off for the winter. Please call if you have any questions or require additional information. S' erely, net M. Whitman Enclosures Copy to: Joseph Sullivan COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 0'2108 617.292-SS00 DEP Approved Inspection and O&NI Form for Title 5 UA Treatment and Disposal Systems Installation authorized Service Provider Installation Address: UdcNl Firm: 130 Short Beach Road Centerville, MA 02632 j �a�te cuater� <..searn� Jar uicea; �Tir� ! Owner Name: Mail Address: � Joseph Sullivan 44 Commercial Street,Re.ynham,MA 02767 [ail Address'8 Tel:(S08) -0233 Fax:(508)880-7232 i 59 E. Jeffrey St. Bld.2 Apt �07 880 � Boca Raton, FL 33487 Tee hone No.: Telephone No.: Certified Operator Name: -- DEP No.: Mfr. No.: Cert.No.: /_ / 7 Model No.: Installation Date: Start of Operation: S h k t�Of1'le FAST IQ 9/1 1 /0 0 Approval Type: (Circle) SeasonaklR=i4ence—used less than 6 mo./year: (Circle) General Provisional Piloting Remedial Yes No Operating Information Previous Inspection Date: Inspection Date: Sludge Depth:(to be checked yearly) Pumping Recommended(Circle) Yes No Effluent Description: Attach copy of certified lab results. Check all that are required Samples: Influent Effluent Parameters: pH BOD TSS TN } Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: Notes and Comments: r [certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached manufacturer's operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the 'nspection. I am a Massachusetts certified operator in accordance with 257 CNIR 2.00. Operator Signature ' ja gateL System owner must submit Remedial Use—by January;l'r of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&M checklist,and any year Attn: Title 5 Program required sampling results Piloting& Provisional Use - within One Winter Street, 61h Floor to the local Board of Health LO days of inspection.fate General Use-by September 30`"of Boston, iv1.� 02108 and DEP as follows for each inspection performed: each year for the previous I. months 511101 F^Tfiy ... .. Ni i 'L r� I N C O R P O R A T E D 8450 Cole Parkway■Shawnee, KS 66227 a Phone 913-422-0707 a Fax: 912-422-0808 e-mail: onsiteftbiomicrobics.com a www.biomicrobics.com ■800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 130 Short Beach Road Installation Address Centerville,MA 02632 ;. Owner Name _ Joseph Sullivan Mail Address: 44 Commercial Street Raynhimi7Wl ,02767 859 East Jeffrey St.-Bldg 2-Apt.307 Tel (506)680-M33 Fax:lsosl e80-7232 Boca Raton,FL 33487 ' 508-880-7232 Phone 508-775-5661 Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION. Model No. Serial No. Date of Installation Date of last pumpout Micro FAST 3043 9/11/00 E UHWENT NO WAW7ENANCE:PEWn4ED AM Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment unit(s) -- Unusual Odor Pumpout R uired: Primary Settling Zone Aerobic Treatment Zone EFFLUENT LEM" RESULT Estimated Daily Flow 4 Bedrooms H Standard Units) Color i Temperature Odor CHNIC SIGNATURE SERVICE 94TE 1 :. RECEIVED AR SALES & SERVICE, INC. August 10, 2001 AUG 16 2001 TOWN OF BARNSTABLE HEALTH DEPT. Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST°Treatment System Serial Number: 3043 Attached please find the Field Inspection& Service Report (as required) for services performed on 6/26/01 at the home of Joseph Sullivan located at 130 Short Beach Rd. - Centerville, MA. Please call if you have any questions or require additional information. cerely, anet M. Whitman Enclosures Copy to: Joseph Sullivan i a ;• 44'Commercial St. Aaynham,MA 02767 Tele.508 823.9566 Fax 608 880 7232 W=1 N C 0 R P 0 R A r E 0 8450 Cole Parkway . Shawnee, KS 66227 .Phone 913-422-0707. Fax: 912-422-0808 e-mail: onsite(ftiomicrobics.com ■www.biomicrobics.com . 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 130 Short Beach Road Installation Address Centerville, MA 02632 Name J&R Sales&Service, Inc. Owner Name Joseph Sullivan Street Mail Address: Mail Address 44 Commercial Street 859 East Jeffrey St. -Bldg 2-Apt.307 Raynham, MA 02767 Boca Raton, FL 33487 City State Zip 508-823-9655 508-880-7232 Phone 508-775-5661 Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pumpout Micro FAST 3043 9/11/00 EQUIPMENT YES NO MAINTENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating (if resent) Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear v Excessive Noise c� Excessive Vibration v Treatment unit(s) Unusual Odor !i Pun out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LIMIT RESULT Estimated Daily Flow 4 Bedrooms H Standard Units) ; Color Temperature Odor TECHNIC(AN IGNATURE SERVICED TE ZECEIVE® APR 9 2001 TOWN OF BARNS TABLE j&R SALES & SERVICE, INC. HEALTH DEPT. April 4, 2001 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST° Treatment System Serial Number: 3043 Attached please find the Field Inspection& Service Report. We attempted service and testing on 3/8/01 at the home of Joseph Sullivan located at 130 Short Beach Rd. - Centerville, MA;however,the system was turned off and the home appeared unoccupied. Please call if you have any questions or require additional information. S' ely, J et M. Whitman Enclosures Copy to: Joseph Sullivan " { 44tCommetcial St. Raynham;MA 02767 Tele.508.823.9566 Fax 50B.880 7232 r H C 0 R P 0 R A t E 0 8450 Cole Parkway ■ Shawnee, KS 66227■Phone 913-422-0707■ Fax: 912-422-0808 e-mail: onsite .biomicrobics.com ■www.biomicrobics.com ■ 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 130 Short Beach Road Installation Address Centerville, MA 02632 Name J&R Sales& Service, Inc. Owner Name Joseph Sullivan Street Mail Address: Mail Address 44 Commercial Street 859 East Jeffrey St.-Bldg 2-Apt. 307 Raynham, MA 02767 Boca Raton,FL 33487 City State Zip 508-823-9655 508-880-7232 Phone 508-775-5661 Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pumpout Micro FAST 3043 9/11/00 EQUIPMENT YES NO MAINTENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating (if resent) Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment unit(s) Unusual Odor Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LEMn RESULT Estimated Daily Flow 4 Bedrooms H(Standard Units) Color ,- Tem erature Odor TECHNICIAN SIGNATURE SER ICE DATE j&R SALES & SERVICE, INC. December 21, 2000 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST°Treatment System Serial Number: 3043 Attached please fmd the Field Inspection& Service Report and test results(as required) for services performed on 12/11/2000 at the home of Joseph Sullivan located at 130 Short Beach Rd. - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Janet M. Whitman Enclosures Copy to: Joseph Sullivan 44 Commercial St. Flaynham,MA 02767 Tale.50B 823-9566 Fax 508 8801232 2 Lu INC0RP0RATE0 8450 Cole Parkway■ Shawnee, KS 66227■Phone 913-422-0707 . Fax: 912-422-0808 e-mail: onsit biomicrobics.com ■www.biomicrobics.com ■800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST@ System INSTALLATION AUTHORIZED SERVICE PROVIDE R 130 Short Beach Road Installation Address Centerville, MA 02632 Name J&R Sales&Service, Inc. Owner Name Joseph Sullivan Street Mail Address: Mail Address 44 Commercial Street 859 East Jeffrey St.-Bldg 2-Apt. 307 Raynham, MA 02767 Boca Raton, FL 33487 . City State Zip 508-823-9655 508-880-7232 Phone 508-775-5661 Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pumpout Micro FAST 3043 9/11/00 EQUIPMENT YES NO MARaENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating if resent) Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment units Unusual Odor Pum out Re wired• Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LEVITT RESULT Estimated Daily Flow 4 Bedrooms H Standard Units) Color Temperature _ _ Odor , �-_-- --1 TECHNICIAN-SIGNATURE SERVICE DATE. I (( i t �as.C�utat,P.� ��cferwrc�s% �i2!i. 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 December 12, 2001 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST° Treatment System Serial Number: 3043 Attached please find the Field Inspection& Service Report (as required) for services performed on 9/14/01 at the home of Joseph Sullivan located at 130 Short Beach Rd. - Centerville, MA. The unit was not serviced as it is off for the winter. Please call if you have any questions or require additional information. Sincerely, Janet M. Whitman Enclosures Copy to: Joseph Sullivan r COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 0208 617.292.5500 DEP Approved Inspection and O&NI Form for Title 5 UA Treatment and Disposal Systems Installation Authorized Service Provider Installation.address: O&M Firm• 130 Short Beach Road Centerville, MA 02632 Owner Name: Mail Addr 44 Commercial Street,Raynham,MA 02767 Joseph Sullivan Tel:(508)880-0233 Fax:(W8)880.7232 , NIail Address 859 E. Jeffrey St. Bld.2 Apt �07 ' Boca Raton, FL 33487 tee hone Certified Operator Name: Telephone No.: _ _ DEP No.: Mfr. No.: Cert.No.: Model No.: Installation Date: Start of Operation: $i ng k dome FAST 9/11 /0 0 Approval Type: (Circle) Seasonal ence-used less than 6 mo./year: (Circle) General Provisional Piloting Remedial Yes No Operating Information ! Previous Inspection Date: Inspection Patq. Sludge Depth:(to be checked yearly) Pumping Recommended(Circle) Yes No Effluent Description: Attach copy of certified lab results. Check all that are required Samples: Influent Effluent Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: Notes and Comments: I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached manufacturer's operation and maintenance checklist,.and the information reported is true, accurate, and complete as of the time of th inspectiom Massachusetts certified operator in accordance with 257 CNIR 2.00. Operator Signature lDatd System owner must submit Remedial Use—by January 3 l"of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&M checklist, and any year Attn: Title S Program required sampling results Piloting& Provisional Use - within One Winter Street, 6'" Floor to the local Board of Health 3O days of inspection ,late � Boston, NIA 02108 and DEP as follows for General Use -by September 30 of each year for the previous 12 months each inspection performed:-' 5/1/01 C2AK AT INCORPORATE O 8450 Cole Parkway . Shawnee, KS 66227■Phone 913-422-0707. Fax: 912-422-0808 e-mail: onsite(Mbiomicrobics-com.www.biomicrobics.com a 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 130 Short Beach Road Installation Address Centerville,MA 02632 Owner Name Joseph Sullivan ` astecuuter T.eatize�C`f�' ' `� Y Mail Address: ,I 859 East Jeffrey St. -Bldg 2-Apt.307 44 Commercial street,Raynham,MA 02767 Tel:(508)e80-0233 Fax:(508)880-7232 Boca Raton,FL, 33487 Phone 508-775-5661 Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pumpout i Micro FAST 3043 9/11/00 EQUIPMENT YES NO MAIl4TENANCE PERFORMED AND CON04ENTS Electrical Panel (s)j Visual Alarm Operating Audio Alarm Operating if resent) Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise j Excessive Vibration Treatment trait s Unusual Odor Pura out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LEVM RESULT Estimated Dailv Flow 4 Bedrooms H(Standard Units) Color l>� 7 Tepperature -4Odor. T CHNICIAN IGNATURE SERVICE DATE I �t No. .t=� v `' t ` / , Fee e THE COMMONWEALTH OF MAa SACHUSETTS ; Entered in computer: . es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIppYication for Miopogar *pgtem Con.5tructfon Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No. 4-e&ck Owner's Name,Address and Tel.No. S 6 _ 8,��a Assessor's Map/Parcel 6 / 2-7 C � �'y� Y S/ • w7$ 1M�7! S t7 7 74 Installer's N e,AddresA17 s,and Tel.No. Designer's Name,Address and Tel.No. 3�ir6 9— qk' ):#% _ '7 Type of Building: / Dwelling No.of Bedrooms Lot Size 9C 10(3 sq.ft. Garbage Grinder( ) Other Type of Building '� tl Y►'I C. No. of Persons Showers(Z-) Cafeteria( ) Other Fixtures .' -n s- )- (&.- Design Flow -4'I d gallons per day. Calculated daily flow gallons. Plan Date ;/^ 11-qq Number of sheets Revision Date Title ;v_ — Size of Septic Tank Type of S.A.S. Description of Soil G� 1>1Q(�� S� -@bSe yncy C f,C C Sff Nature of Repairs or Alterations(Answer when applicable) ^tSIC71V11Vt71 CIVVIIVGGn Mwv• su_ —••- 1pgSTflL � A.r_10N NO craRTWN IN WRI T IN6 e iLT7'F3CG7 c7Ty rr �r Date last inspected: THE SYSTEM WAS INSTALLED IN. STF ICT ACCORDANCE TO PLAN. Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b this Boaz e Signed % Date lica'on Approved b Date A PP U PP Y Application Disapproved for the following reasons Permit No.� 7. Date Issued,3 — ---------------— -�>r� TOWN OF BARNSTABLE LOCATION ! 3 O .y11 ��26 SEWAGE # 12OoO - 1 - VIIIAGE �i C VI `' ESSOR'S MAP & LOT INSTALLER'S NAME&PHONE N0. LJir T o Co 77 T ` SEPTIC TANK CAPACITY 1400 • LEACHING FACILITY: (type) '/L e A, H (size) � � � NO. OF BEDROOMS U BUII DER OR OWNER D C G�, PERMITDATE: COMPLIANCE DATE: .7—,2/ -,2yoo i 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 l Edge of Wetland and Leaching Facility (If any wetlands exist f wittun'300 feet of leaching.faclhty) Feet Furnished by .... _. . � I II T-1l r }V - t 1V�. .�✓y v 7 Fee THE= G Mff8NWEALTFI,OF-MAZS#CHlASETTS Entered in computer: Ye PUBLIC HEALTH'e DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 'S t Application for Migpogat *pgtetn Con.5truction Permit Application for a Permit to Coristruct( )Repair( )Upgrade'( )Abandon( ) OOComplete System ❑Individual Components Location Address or Lot No. 0 3 d- P&u Owner- 's Name,Address and Tel.No. e� f �os�((!!h s .11�tian Assessor's Map/Parcel �20/ Z / 1Y f- ST Z Glej 3a Installer's Nwne,Address,and Tel.No. Designer's Name'Address and Tel.No..q uALAO �aq� o Type of Building: Dwelling , No.of Bedrooms Lot Size (Op sq.ft. Garbage Grinder( ) Other Type of Buildin r I1+'►C. No. of Persons Showers(Z.) Cafeteria( ) Other Fiktures - a.-U� 's , X r Design Flow D gallons per day. Calculated daily flow gallons. Plan-;Date�/++� r�-A 9 t Number of sheets / Revision Date _ Title Size-of Septic Tank /SCE O Type of S.A.S. ' - r Description,of Soil S e. S C dti laol Nature of"Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b his Board, Ie Signed `t Date Application Approved by Date 3 O Application Disapproved for the following reasons P rmit No. -Zehri) - /?�_ Daze Issued 3 — ZO"' ?.•®?l`+C7 _.. --------- --------------------------- y .THE COMMONWEALTH OF MASSACHUSETTS ZoC-a Z-7 y' BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERT ,that the On-site Sewage Disposal.System Constructed( )Repaired( )Upgraded'( Abandoned( )by D/ �l�% at _ z"G has been constructe in ac ordanc-e with the provisions of Title 5 and the for Disposa System Construction Permit No. 2 c7m " 1 dated Installer s Designer- The issuance of this permit shall not be c n jtru d as a guarantee that the sys 1 nction as esigAs Date n� /�� .2 Inspector - ��L, 4 --------------------------------------- No. W V u 1 -7' / Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS i� ogat �pgten't�ougtructt permit Permission is hereby granted to Construct( )Repair( )Upgrade( bandon,( ) System located at, 3 v 1c_:r,1, 940P ` and as described in the above Application for Disposal System',Construction Permit: The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or specialconditior s. 3 - Provided:Construction must be completed within three years of the date of thifeamu t. /� `'� Approved l a Date: L�� pp BSC GROUP 384 Washington St.. Norwell; MA oio61 Tel: 781-659-7981 Fax:617-345-8027 January 4,2001 Barnstable Board of Health 367 main Street Hyannis,MA 02601 Re: 130 Short Beach Road BSC file 4.0716.00 A-206-027 Members of the Board, Based on an instrument survey of the elevation of the septic system on 7/21/00 and limited periodic site reviews during construction,BSC offers the Board our opinion that the septic system has been installed in conformance with the locations and elevations specified on the plans dated 2/2/99 as approved by the Board with variances listed in their 3/26/99 letter., Please call if you have any questions. Sincerely, .The BSC Group IncNk OF David J. Crispin PE DANRD J. a' Associate $ CRISPIN CIVIL No.32112 SSIONAL Engineers Environmental Scientists GIS Consultants Landscape Architects • - r• Planners Surveyors JAN-04-2001 THU 03:55 PM BSC NORWELL FAX NO. 6173458027 P, 02102 BSC GROUP . 384 Washington St. Norwell, MA o2o61 Tel:781-659-7981 Fax:6t7-345-80z7 January 4,2001 Barnstable Board of Health 367 main Street Hyannis,MA 02601 Re: 130 Short Beach Road BSC file 4.0716.00 A-206-027 Members of the Board, Based on an instrument survey of the elevation of the septic system on 7/21/00 and limited periodic site reviews during construction,BSC offers the Board our opinion that the septic system has been installed in conformance with the locations and elevations specified on the plans dated 2/2/99 as approved by the Board with variances listed in their 3/26/99 letter. Please call if you have any questions. Sincerely, The BSC Group Inc, oF David J.Crispin PE DAVID J. " Associate CRISPIN m CMC No.321`12 '�►etea�' MAL Engineers Environmental Scientists GIS Consultants Landscape Architects Planners Surveyors �i JAN-04-2001 THU 03:37 PM BSC NORWELL FAX N0, 6173458027 P. 01 BSC GWOUP 184 Washington St- Norwell, MA o2o61 Tel:781-659-7981 Fax:617-345-8027 January 4,2001 Barnstable Board of hIealth 367 main Street Hyannis,MA 02601 Re: 130 Short Beach Road BSC file 4.0716.00 A-206-027 Members of the Board, Based on an instrument survey of the elevation of the septic system on 7/21/00 and limited periodic site reviews during construction,BSC offers the Board our opinion that the septic system has been installed in conformance with the locations and elevations specified on the plans dated 2/2/99 as approved by the Board with variances listed in their 3/26/99 letter. Please call if you have any questions. Sincerely, The BSC Group Inc, lAa A 4 David J.Crispin PE �� DAVID J. yG V Associate $ CRISPIN w Cr-AL 'a°6rsse� AL Engineers Environmental Scientists GIS Consultants Landscape Architects Planners Surveyors I JAN-04-2001 THU 03,55 PM BSC NORWELL FAX NO. 6173458027 P. 01/02 BSC CROUP FACSIMILE Barnstable Board of Health To: Ed Barry Date: 1/4/01 Fax No: (508) 790-6304 Time: 3:55 From: Brad Holmes Proj, No: No.of Pages: (incltiding Re: cover Comments: 384 Washington st. Norwell, MA 02061 Tel: 781-659-7981 As requested,hard copy is being mailed Fax: 617-345-8027 cc: CONFIDENTIALITY NOTICE: This message is intended Only for the use of the individual or entity to which it is addressed and may contain information that is privileged, confidential or exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. if you have received this communication in error, please notify us immediately by telephone and return the original trus- sage to us at the address listed above via the U.S. Postal Service. Thank you. Documentll oFTwEry TOWN OF BARNSTABLE � w OFFICE OF D �]f9TSDL : BOARD OF HEALTH y MAM p� co 1639' 367 MAIN STREET HYANNIS, MASS. 02601 March 26, 1999 Norman Hayes BSC Group 293 Washington Street Norwell, MA 02601 RE: 130 Short Beach Road A=206-027 Dear Mr. Hayes: You are granted multiple variances, on behalf of your client Joseph W. Sullivan, to construct an onsite sewage disposal system with a FAST treatment unit, at 130 Short Beach Road, Centerville. The variances granted are as follows: • Part VIII, Section 10.00: To construct a soil absorption system (SAS) fifty (50) feet away from a vegetated wetland, in lieu of the 100 feet separation distance required. • Part VIII, Section 10.00: To design the septic system with an application rate factor of 0.97 G.P.D. in lieu of the 0.74 GPD application rate factor required • 310 CMR 15.211 (1) Setbacks: Setbacks to construct a soil absorption system (SAS) only 4.9 feet away from the foundation and only 5 feet away from the property line. • 310 CMR 15.211 (1) Setbacks: To construct a septic tank only 1.9 feet away from the foundation, in lieu of the minimum ten (10) feet separation distance required. • 310 CMR 15.211 (1) Setbacks: To construct a soil absorption system less than ten feet away from the water supply main. hayes2 I These variances are granted with the following conditions: (1) The applicant shall record a deed restriction at the Barnstable County Registry of Deeds in regards to the maximum allowable number of bedrooms at this property. No more than four bedrooms are authorized at this site. (2) The dwelling shall be connected to town sewer when it becomes available. (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and FAST treatment unit and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans dated February 2, 1999. (4) The wastewater effluent shall be tested quarterly (four times per year) during the first two years of operation of the FAST system. The total nitrogen shall not exceed 19 ppm in the wastewater effluent. All other discharge limits contained in the "provisional use" standards required by the MA Department of Environmental Protection shall be adhered to. These variances are granted because the proposal meets the maximum feasible compliance standards contained in the State Environmental Code, Title V. Also, the proposed replacement dwelling will contain four (4) bedrooms, the same number of bedrooms which already exist there today. In addition, the existing septic system is only two feet above the groundwater table. The proposed replacement septic system will be five feet above the groundwater table. The Board of Health believes the replacement system would alleviate a source of pollution to the groundwater in the area. Sincerely yours, =usanG. s , R.S. Chairperson Board of Health Town of Barnstable SGR/bcs hayes2 i rn I N C O R P O R A T E D 8450 Cole Parkway■ Shawnee, KS 66227 m Phone 913-422-0707■ Fax: 912-422-0808 e-mail: onsite _biomicrobics.com a www.biomicrobics.com ■ 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product Registration Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-Up 9-/-6 0 Date Shipped to End User 7/117/00 Serial#3043 OWNER NAME Joseph Sullivan ADDRESS 130 Short Beach Rd. CITY/STATE/ZIP Centerville, MA 02632 PHONE/FAX BIO-MICROBICS 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 Joe Daluz ADDRESS 90 Mitchell Way CITY/STATE/ZIP Hyannis, MA PHONE/FAX 508-775-5661 CONSULTING ENGINEER if applicable) NAME B.S.C. Engineering - Scott Turner ADDRESS CITY/STATE/ZIP PHONE/FAX 781-659-7981 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating Air vent clear Audio Alarm Operating Septic tank level [� BLOWER(S) Septic tank meets min. size Wired for correct voltage Septic tank filled to operating level Inlet/outlet piped correctly Air Lift Operation Filter element installed [ Recirculation tube in place Blower hood secure Fasteners tight Blower works correctly WATER-TIGHT JOINTS Blower located within 100' of 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 Factory Authorized Personnel: r n I__� , Title: Firm: J&R Sales and Service, Inc. Date: 6-{°� �►� BOC 795�02 0 -201,2000 9=24 ` BARNSTABLE LAND' COURT REGISTRY DEED. RESTRICTION WHEREAS, I, Joseph W. Sullivan', Trustee of The Sullivan Realty: Trust, i . a Trust established by Declsratibh bf Trust, 'dated 'April 20; ':1.995, and filed with the Barnstable Couht.y''D 1 strict of the Land'Court as``Document Number 638137 , of 859 `East Je'ffrey 'St. ,Bldg". #2 ,Apartment` 307, Boca Raton, Florida, 33487 , is`-'the'*owner=''of LOT 33; located` at:*:130 SHORT "BEACH ROAD, CENTERVILLE, MA (hereinafter referred to as LOT : ) and being `shown on subdivision plan', 9288Q, dated February 24; 1956`, drawn by BeYarse & Kellog, Civil Engineers, duly recorded in Bakn: 6 able County `Registry of Deeds in Land Regis'trati-on Book 105, Page''89` "with . Certificate of Title No. 14749 . - WHEREAS, said Joseph W '' Sullivan; Trustee, aforesaid as the owner of said lot has- agreed with'th'e=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 variance from the 310 CMR 15. 214 . State:<.Envi'ronmental Code, Title V, Minimum Require- ments for the Subs`urfa"ce i Ili"sposal� of Sanitary .Sewage and to obtaining a "building permit for:....this ; loti WHEREAS, the TOtetn df BarnstablefBoard of .Hea'Ith,+`as a pze condition to granting the dariancid ,fr'om 310 DCMR 15 214 Envir`•onment'al ,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:,ltt is requiring 'that the . agreement for the restriction on the number of bedrooms in any..house constructed on= the =lot�'be 1put'on record with-'the =Barristahle County, Registry of Deeds b recording° this ' document. ' NOW, THEREFORE, s aid 'Joseph W."" Sullivan, Trustee, 'as' aforesaid does hereby place the following ..restriction on _ his .above-referenced land: in accordance with.,.his agreement1w; th the. Town I.of BarnIstable, Board of Health, which restriction shall run with the land and be binding upon all successors in title.. ; SAID LOT 33, located at'1 b SHORT BLACH_ ROAD, CENTERVILLE, MASSA CHUSETTS, may have`",constructed,' upon the lot a house containing no t , more than Four (4) bedrooms , SAID, Joseph W Sullivan, Trustee, afbresaidy. ages'' that °this shall be permanent deed restrictio n affecting °LOB : '� iocate`d on `1J0. SHORT BEACH ROAD, CENTERVILLE;` CIA, and being;,shown`"ont the plan recorded in Plan Book 105, Paged 8h Y For title see Certificate of, Tit;1e., 39061'"duly recorded in said/ Registry of Deeds, division:: o.f. the Land Court 1 I hereby certify. that the Trust1 is', in, full, force.,and: effect, all. beneficiaries are of. full {a'ge and competent --and they, have consented to authorize the Trustee to!":execute.':this' Instrument. WITNESS MY HAND AND, SEAL this ,, g day, of March, 2000 . Y HALLYBALL SUL AN REALTY ..TRUST MY COMMISSION#CC 848277 EXPIRES:JUN 14,20IX1 F ded ThN ry Nota Pabllo Undatwdtare �•Rf, i r , Jo W.1 ;1ivan, . Trustee 6W6NSIABLECOWNTY TE OF FL DA DADE, SS REGISTRY,OF DEEDS --- A TRUE COPY,ATTEST Date THEN �icEir the above-named, ;JOSEPH W. SULLIVAN, TRUSTEE of SULLIVAN REALTY TRUST, a Wee d the foregoing instrument to be his; fre:e,, apt,. and, e d . BARNSTABLE REGISTRY OF DEEDS Notary Public MV Co expires M I BSC GRoup 384 Washington St. Norwell, MA 02o6i February 29, 2000 Tel: 781-659-7981 Fax:617-345-8027 ' Joe Deluz 90 Mitchell Way Hyannis, MA 02601 RE: Joe Sullivan Project, Short Beach Road, Centerville, MA BSC Job#40716.00 Dear Joe: The purpose of this letter is to clarify our conversation of February 28, 2000 where you requested that we change the record plans to eliminate the language identifying the breakout barrier"High Density Polyethylene Sheet Piling with silicone sealed joints" and replacing it with"40 mil vinyl liner". Because these are the record plans which will require submission of revised plans if we change the language, we authorize you to use the 40 mil vinyl liner provided you get the appropriate sign off(authorization) from the Board of Health. Should you have any further questions, please call either David Crispin the design engineer or me at the BSC Group Norwell office at(781) 659— 7981. Sincerely, BSC GROUP /�J 0��4 Norman W. Hayes Project Director Associate Enclosures: 4 Plans cc: David Crispin Engineers Environmental Scientists GIS Consultants Landscape Architects Planners Surveyors Please complete all items marked mail signed original contract to: J&R Sales&Service, Inc. 44 Commercial Street Raynham, MA 02767 J&R SALES & SERVICE, INC. :'rNSPECTION AND EFFLUENT TESTENG AGREEMENT This Inspection Agreement is entered into by MR Sales & Service, Inc. (herein call MR) and the FAST System OWNER (herein called OWNER), for the purpose of setting forth terms and conditions governing J&R's obligations to inspect OWNER's equipment listed below. Upon acceptance of this agreement, J&R will render the following services only: Equipment will be inspected at least 4 times per year that this Agreement remains in effect, with the first inspection beginning . These inspection will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection, power testing and clean/replace intake filter of the air blower. 3) Inspection of the alarm-system. 4) Inspect over-all condition of FAST® System. 5) Notify OWNER of any problems encountered. 6) Service other than routine maintenance will be billed at an hourly rate plus travel and material. J&R shall notify the local board of health and the Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. It is understood that by this Agreement J&R is not obligated to supply any parts. Any additional labor time will be billed to the OWNER at standard labor rates of$ 64.00 per hour. Emergency service between regular inspections will be provided at standard rates for labor during normal business hours, after 5:00 PM and on Saturdays time and one-half, and double time on Sundays and holidays, minimum four (4) hours plus standard charges for parts plus mileage and travel charges. This agreement does not include expenses to repair damage caused by abuse, accident, theft, acts of a third person, forces of nature, or altering the equipment. J&R shall not be responsible for failure to render the service for causes beyond its control, including strikes and labor disputes. :n9tuiaal JI. gUilrim. MA 07;b? i OWNER understands and agrees that J&R is not responsible for special or consequential damages, including loss of time, injury to person or property unit or equipment failure. This agreement is not assignable without the consent of J&R and will remain in force until canceled by either party through written notice. This is a two-year service contract to be billed annually in compliance with State regulations. Failure to comply will result in cancellation and nullification of any warranties. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE Bio-Microbics Home FAST' Centerville, MA $350.00 EQUIPMENT OWNER J&R Sales & Service, Inc. *Signed_ Signed byo!'� Josep W. Su11iv 44 Commercial Street *Addre's-,-----/ Raynham, MA 02767 130 Short Beac Road Tele:(508) 823-9566 Fax: (508) 880-7232 Centerville MA 02632 *City: State: Zip: *Telephone:_�C� �S��w Erect Date of Agreement Effluent Testin Effluent sample taken 4 times per year, delivered to a qualified testing lab for evaluation and with results being sent to State and local Agencies as well as the owner. Owner is responsible for providing acceptable access to effluent to enable a grab sample to be taken for laboratory testing performed: PERMIT : *(PLEASE CHECK ONE) ( ) GENERAL ( X ) REMEDIAL O PROVISIONAL *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH (I) or (N) if YES,please attached copy of permit ( X )BOD5,TSS, pH and Total Nitrogen ( ) TKN, Nitrate,Nitrite and Ammonia Cost for testing $170.00/visit Operator assigned: William Everett Engineer: BSC Engineering Scott Turner Telephone: (508) 243-9566 *Approval for Effluent Testingf-�• %�1 � Homeowner's Signature i J&R SALES & SERVICE, INC. September 12, 2000 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Board of Health Agent Reference: Home FAST Treatment Serial Number: 3043 Attached please find a copy of the Product Registration Report for the FAST Treatment System for work performed on 9/l/00 at the home of Joseph Sullivan located at 1.30-Short -Beach Rd.., Centerville, MA. Also, attached is a copy of the fully executed Inspe ton i &--`� Effluent Testing Agreement. If you have any questions or require additional information please do not hesitate to call. P hitman Enclosures 44 Commercial St. Flaynham,MA 02767 Tole.508-823-9566 Fax 508 880 7232 i I N C 0 R P 0 R A T E 0 8450 Cole Parkway■ Shawnee, KS 66227■ Phone 913-422-0707■ Fax: 912-422-0808 e-mail: onsite(rD-biomicrobics.com •www.biomicrobics.com ■ 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product Registration Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-Up 9-1-6d Date Shipped to End User 7/117/00 Serial#3043 OWNER NAME Joseph Sullivan ADDRESS 130 Short Beach Rd. CITY/STATE/ZIP Centerville, MA 02632 PHONE/FAX BIO-MICROBICS DISTRIBUTOR NAME J&R Sales and Service, Inc. ADDRESS 44 Commercial Street CITY/STATEIZIP Raynham, MA 02767 PHONEIFAX 508-823-9566 FAX: 508-880-7232 INSTALLER NAME Joe Daluz ADDRESS 90 Mitchell Way CITY/STATE/ZIP Hyannis, MA PHONE/FAX 508-775-5661 CONSULTING ENGINEER if applicable) NAME B.S.C. Engineering -Scott Turner ADDRESS CITY/STATEIZIP PHONEIFAX 781-659-7981 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating ( Air vent clear Audio Alarm Operating Septic tank level [� BLOWER(S) Septic tank meets min. size Wired for correct voltage Septic tank filled to operating level Inlet/outlet piped correctly Air Lift Operation Filter element installed ( Q Recirculation tube in place Blower hood secure Fasteners tight Blower works correctly WATER-TIGHT JOINTS Blower located within 100' of 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 (� Factory_ Authorized Personnel: %/1�/T�_ Title: Firm: J&R Sales and Service, Inc. Date: Phase complete all items marked mail signed original contract to: J&R Sales&Service, Inc. 44 Commercial Street Ravnham,MA 02767 J&R SALES & SERVICE, INC. INSPECTION AND EFFLUENT TESTING AGREEMENT This Inspection Agreement is entered into by J&R Sales & Service, Inc. (herein call MR) and the FAST* System OWNER (herein called OWNER), for the purpose of setting forth terms and conditions governing J&R's obligations to inspect OWNER's equipment listed below. Upon acceptance of this agreement, J&R will render the following services only: Equipment will be inspected at least 4 times per year that this Agreement remains in effect, with the first inspection beginning . These inspection will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection, power testing and clean/replace intake filter of the air blower. 3) Inspection of the alarm system. 4) Inspect over-all condition of FAST* System. 5) Notify OWNER of any problems encountered. 6) Service other than routine maintenance will be billed at an hourly rate plus travel and material. J&R shall notify the local board of health and the Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. It is understood that by this Agreement J&R is not obligated to supply any parts. Any additional labor time will be billed to the OWNER at standard labor rates of$ 64.00 per hour. Emergency service between regular inspections will be provided at standard rates for labor during normal business hours, after 5:00 PM and on Saturdays time and one-half, and double time on Sundays and holidays, minimum four (4) hours plus standard charges for parts plus mileage and travel charges. This agreement does not include expenses to repair damage caused by abuse, accident, theft, acts of a third person, forces of nature, or altering the equipment. J&R shall not be responsible for failure to render the service for causes beyond its control, including strikes and labor disputes. ,';Crmmemal St. Haynhani.,MA 02767 iele.ii06 K3 9566 Fa IMSHOr23 j OWNER understands and agrees that J&R is not responsible for special or consequential damages, including loss of time, injury to person or property unit or equipment failure. This agreement is not assignable without the consent of J&R and will remain in force until canceled by either party through written notice. This is a two-year service contract to be billed annually in compliance with State regulations. Failure to comply will result in cancellation and nullification of any warranties. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE Bio-Microbics Home FAST® Centerville, MA $350.00 EQUIPMENT OWNER J&R Sales & Service, inc. ' 777_=;� ' *Signed _ _ -yam Signed by Josep W. Sulliv.r 44 Commercial Street *Address-- Raynham, MA 02767 130 Short Beac' Road Tele:(508) 823-9566 Fax: (508) 880-7232 Centerville MA 02632 *City: State: Zip: * ' p 5 1275�� ` Effect Date of Agreement y-i-D 6 Tele hone: G�� - > Effluent Testing Effluent sample taken 4 times per year, delivered to a qualified testing lab for evaluation and with results being sent to State and local Agencies as well as the owner. Owner is responsible for providing acceptable access to effluent to enable a grab sample to be taken for laboratory testing performed: PERMIT : *(PLEASE CHECK ONE) ( ) GENERAL ( X ) REMEDIAL O PROVISIONAL *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH (Y) or(N) If YES,please attached copy of permit ( X )BOD5,TSS, pH and Total Nitrogen ( )TKN,Nitrate,Nitrite and Ammonia Cost for testing $170.00/visit Operator assigned: William Everett Engineer: BSC Engineering Scott Turner Telephone: (508) 243-9566 *Approval for Effluent Testing Homieoy�c�er s Signature Y THE TOWN OF BARNSTABLE QFT�� ti OFFICE OF • 'BAH39TeBL :MAd4 BOARD OF HEALTH .� � 1639. \�0 367 MAIN STREET HYANNIS, MASS.02601 March 26, 1999 Norman Hayes BSC Group 293 Washington Street Norwell, MA 02601 RE: 130 Short Beach Road A=206-027 Dear Mr. Hayes: You are granted multiple variances, on behalf of your client Joseph W. Sullivan, to construct an onsite sewage disposal system with a FAST treatment unit, at 130 Short Beach Road, Centerville. The variances granted are as follows: • Part VIII, Section 10.00: To construct a soil absorption system (SAS) fifty (50) feet away from a vegetated wetland, in lieu of the 100 feet separation distance required. • Part VIII, Section 10.00: To design the septic system with an application rate factor of 0.97 G.P.D. in lieu of the 0.74 GPD application rate factor required • 310 CMR 15.211 (1) Setbacks: Setbacks to construct a soil absorption system (SAS) only 4.9 feet away from the foundation and only 5 feet away from the property line. 310 CMR 15.211 (1) Setbacks: To construct a septic tank only 1.9 feet away from the foundation, in lieu of the minimum ten (10) feet separation distance required. • 310 CMR 15.211 (1) Setbacks: To construct a soil absorption system less than ten feet away from the water supply main. hayes2 a These variances are granted with the following conditions: (1) The applicant shall record a deed restriction at the Barnstable County Registry of Deeds in regards to the maximum allowable number of bedrooms at this property. No more than four bedrooms are authorized at this site. (2) The dwelling shall be connected to town sewer when it becomes available. (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and FAST treatment unit and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans dated February 2, 1999. (4) The wastewater effluent shall be tested quarterly (four times per year) during the first two years of operation of the FAST system. The total nitrogen shall not exceed 19 ppm in the wastewater effluent. All other discharge limits contained in the "provisional use" standards required by the MA Department of Environmental Protection shall be adhered to. These variances are granted because the proposal meets the maximum feasible compliance standards contained in the State Environmental Code, Title V. Also, the proposed replacement dwelling will contain four (4) bedrooms, the same number of bedrooms which already exist there today. In addition, the existing septic system is only two feet above the groundwater table. The proposed replacement septic system will be five feet above the groundwater table. The Board of Health believes the replacement system would alleviate a source of pollution to the groundwater in the area. Sincerely yours, Susan G. Ras , R.S. Chairperson Board of Health Town of Barnstable SGR/bcs hayes2 Transmittal The BSC Group - Norwell, Inc. 293 Washington Street Norwell MA 02061 Tel: 764-7 659 7981 BISC Fax: 6-7 345 8027 --� L / The BSC Group To I-6'a t/ O f- /�l��O�/l�Ud-� C�gJ Se2u ,✓ y�N ! • ? .1f,l / Dated I99 Wear ending you � ' , Project No 4 Q 7'14 .00 Enclosed El Under separate cover Project J;tl LLt JANr via ),3(5 S A,,2,?" Re.,;,-j4 ❑ Dire rom printer O Taxi El Other Dire ❑ Mail the following items Shop Original ra,flints ❑ Sepias ❑ Tracings ❑ Reports ❑ Drawings ❑ Drawings ❑ Mylar ❑ Linen O Specifications ❑ Photocopies El Samples El Other Copies Date/Drawing No Last Revision Description .0 C-A- /DAY bUJ22,19Z fjd-Z1&22, ❑ For your information ❑ Approved as submitted ❑ Resubmit —copies for approval ❑ Unchecked ❑ Approved as noted ❑ Return _corrected prints ❑ Preliminary ❑ Disapproved ❑ Submit _copies for distribution ❑ Revised ❑ Returned for corrections �nal Plans ❑ For your review and comment Remarks _ (5 ,2 7 oe Signed Copy to II enclosures are not as noted.please contact us immediately oF� : . . : The Town of Barnstable - 9� 1639.. 10�' Department of Health Safety and Environmental Services '�Eo +°i Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner March 3, 1999 To Whom It May Concern: Our records indicate that the house at 130 Short Beach Road in Centerville,MA is a lawful preexisting non-conforming structure and,as such,may be continued subject to the following: 1) if you reconstruct the house,you must retain a section of it and incorporate it into the new design. 2) the use as a two-family has never been abandoned for three years or longer. 3) the reconstruction does not impact the town way to water. 4) the reconstruction meets all applicable setbacks. 5) you submit pictures of both individual interior apartments as they.are now configured. Thank you for your attention to this matter. Sincerely, Ralph M. Crossen Building Commissioner RMC/km cc: Joseph DaLuz Health Division Department of Health,Safety&Environmental Services g990303a r� — -- _` .�'�.- i ��... — �;i� f `t. � _ � —�'~ �■i . .^t., i. e � � � � � t e�e :..� Y _ s. { � �� ,y�� .; --: �z, � % . � ,t -. i , ; /� ,� i. � t� •- -. .- _ _ '� '1 � - -� .� �. fR riP�r;. ,� ..��5 � '� �...�. ,a �. �� ; ` I , ... �� x ti M �> _f-._. ....� !�■ !'^C �� i i i� � � � ,�. yV n ��_ «.�. t. \� �� - , `l, � .. O� � _ y__ _._ p .. • �_ [� ,� � '~ v l .^_ 07 00 .r.+ i OARNGTAOLC I ICALTI I OCr T G007GOG�04 f OC w �r1 � t1�. 11U DATE • EARN81'A646.p�• s6�9 �r FEE .� Town of Barnstable • REC. BY Board of Health 367 Main Street,Hyannis MA 02601 O(ticc. . • 509-790•6265 Susan G.Rask.R.S. FAX: 508.775-3344 ' ' Ralph A.Murphy,M.D. V�RIANC'E RFO[_IST FORM All varitlncc reyueas most he submitted it least rrteen Ljj dW prior to die schcduird hoard ornealth mooting. NAME OF APPLICAN'I' 'Z�S�e 4 . va TFL. NO. / ADDRESS C)I' APPi.rcnNTl3/�A,-I307. 'rs 9 E 431 NAME OF OWNER OF PROPERTY J10 s 'vl SUBDIVISION NAME IV114 DATE APPROVED ASSESSOR'S MAP AND PARCEL NUMBER Z ev / Z. �7 LOCATION OF REQUEST SILL' OF LOT_ 0 oo f SQ.F-I' WETLANDS WITHIN 200 FT.YES NO VARIANCE FROM REGULA'CION (List Regulation) /;/,0' 4!fe4efr/'ot% 0r7.5'l�1 REASON FOR VARIANCE (Arlay attach if more space is needed) �k S — .4n r / PLAN - F(-)UR CC)P 1 F-9 CC>F P1,AN MAST L�F. SI1Bi\rii l"i l�.r) CLEARLY C)IlTL1NING VARIANCE REQUEST'. 4 VARIANCE APPROVED _ Susan G. Rask, R.S., Chairman NOT APPROVED Brian R. Grady, R.S. REASON FOR I)ISAPPRt:>VAL Ralph A. Murphy, M.D. v 1 2 07 OD ; ;Or` 13ARr1`;TA0LC 1 ICALTI 1 OCr -r ;007000304 r .'OC f DATE i EniuvBTA61�. ' FEE Town of Barnstable REC. BY Board of Health 367 Main Strut,Hyannis MA 02601 Offlcc: 50A-790.6265 Susan G.Rask,R,S, FAX: 508.775-3344 Ralph A.Murphy,M.D. VARIANCE RE011EST FORM All varlancc reyueit5 must he suhtttitted iit least rjrteea[151 days prior to the.scheduled Hoard of licalth mccting. NAME OF APPLICANT�� IdZ 14, s.'�•G, TEL. NO. k ADDRESS OF APPI.ICANT/3 ��9G7 �'s3� ',�. �?' � S Jr 3/ NAME OF OWNER OF PROPERTY eLSS&2 5a��"va`9 SUBDIVISION NAME DATE APPROVED ASSESSOR'S MAP AND PARCEL NUMBER Z 7- LOCATION OF REQUEST /20 2)�� SIZE OF LC)T— �� -{ SQ.FT WETLANDS WI'rIIIN 200 FT.YES ` . NO VARIANCE FROM REGULA'riON (List Regulation) / 2// REASON FOR VARIANCE (May attach if more space is needed)_/� ! � •y PLAN - F(.)UR C0P11:S OF PLAN MiL,'T'L;f? SiIBMI'I"I'F.r) CLEARLY C)l7TLININC► VARIANCE REQUES'r. VARIANCE APPROVED _ J Susan G. Rask, R.S., Chairman NOT APPROVED Brian R. Grady, R.S. REASON FOR DISAPPR6VAL Ralph A. Murphy, M.D. ICALTI I OCI-`T =100700GO014 TI'1� SI. DATE MOM `tKAM& �+ FEE Town of Barnstable • REC. BY Board of Health 367 Main Strcct, Hyannis MA 02601 OMcc: 509-790-626.5 Susan G.Rask.R.S. FAX: 508.775-3344 � Ralph A.Murphy,M.D. VFORM All variance teyue.,ts magi he submitted 8t Icast f QttIl i! .j da!g prior to On..scheduled lioud of liealth meeting. 9 � NAME OF APPLICANT' .fi�� 1� it,/J!<</,? TT L. NO. / ADDRESS OF APPI.ICANT,a-,? NAME OF OWNER OF PROPERTY SUBL)1VISION NAME DATE APPROVED ASSES'80R'S MAP AND PARCET. NUMBER 204'127 _ T.00'.ATION OF REQUEST / SILL' OF I.OT f3 00 SQ.F-I' WETLANDS WITIIIN 200 FT.YES �- NO VARIANCE FROM REGULATION (List Regulation) /5-,- 2 V Z L -rAle- 46 k vK.764.ej� rp et ;4 REASON FOR VARIANCE (May attach if more space is needed) ze Zlfcf- 12, PLAN - F011R CO 1:S OF PLAN MUST UST OF SIJBI\1I I I'1�.I) CL ARLY C)UTLINII�ICT VARIANCE REQUEST. VARIANC'P. APPROVEDSusan G. Rask, R.S., Chairman NOT APPROVED Brian R. Grady, R.S. RL•ASON FOR DISAPPROVAL Ralph A. Murphy, M.D. :Or- OAr,r'JZ.TAOLC I ICALTI I OCr-'T :007000004 r' OC oR'""bky tao. DATE 1 111 1STAOM. tXAMq ' FEE Town of Barnstable • REC. BY Board of Health 367 Muin Street, Hyannis MA 02601 L')Mcc; 509-790.626.5 Susan G.Rask,R.S. FAX: 508.775-3344 .S Ralph A.Murphy,M.D. VFORM All variance requests most he submitted it lens(finctII{15i dW prier to Ilse.sehcduled Huard of lieaith meeting. NAMF. OF APPLICANT ?os tr�.A� Su�� H -FL. NO. 13 led/,..r ADDRESS OF APPLICANT Z S0 NAME OF OWNER OF PROPERTY SUBDIVISION NAME DATE APPROVED ASSESSOR'S MAP AND PARCEL NUMBER 2 e c; 7 LOCATION OF REQUEST 1-34 SIZE OF LOT C- �aa SQ.FT WETLANDS WITIIIN 200 FT.YES r� NO VARIANCE FROM REGULATION (List Regulation) /,/3 Al ni - s;k, / r r I S-ecva '`s o.- r .S tk r� a c�/., eil,/4 GU REASON FOR VARIANCE (May attach if more space is needed) 1001, �uy Iry � k �� c�7"►. P�. F01JR COPif=.S Df- PLAN MUST L; . SiJBN4I'I'I'FD CLEARLY ( JTLININC1 VARIANCL: REQULS'f. VARIANCE APPROVED Susan G. Rask, R.S., Chairman NOT APPROVED - Brian R. Grady, R.S. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. TOWN OF BARNSTABLE LOt AT;ON/c�4cS `5� i'� JSEWAGE VILLAGE <f2A ;SESSOR'S MAP 6z L'OTCA0 --Qo�17 INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) size) NO. OF BEDROOMS_`=� PRIVATE WELL OR IBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED:_�yP6 DATE COLIPLIANCE ISSUED: � ��✓ VARIANCE GRANTED: Yes No� r _� ��Q�� h.k> Ol° '°" �- r �V� ��d if No.-_Tjn- 7../l - - . Fss ..?'d.. . THE COMMONWEALTH OF MASSACHUSE17S BOARD OF HEALTH TOWN OF BARNSTABLE ppliration for Disposal Works Tons rurtioll 1hrutit Application is hereby made for a Permit to Construct ( ) or Repair (IQ an Individual Sew a Disposal System at: .....1 1.1___._ .... .. .......y ---- ---------------------------------- . . Address rJ J ... e Ow r ress .m ......................... Installer Address UType of Building Size Lot, l� .�-...Sq. feet �. Dwelling—No. of Bedrooms-_-_.__ -----r,�_________----------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ......fry"'..___---. No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures .-------•---------------------------------------------.---------------------------------------------------------------------------•--..........- W Design -Flow.................��-------------gallons per person per day. Total daily flow--------�yL).._--___---------.--_--_gallons. WSeptic Tank—Liquid-capacity,4t&..gallons Length---------------- Width................ Diameter................ Depth................ x Disposal Trench—No........,,/....... Width........7....... Total Length__.. Total leaching area--------------------sq. ft. Seepage Pit No-----------------_- Diameter-.--__---_-_-__-____ Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ �+ ---------------------- -------------------------------------------------------••-•----•----•--•....---...........•... ••--•-••--•-------.....---.••- O Description of Soil...._._.__._Q--= -.......��C %� -$ �� QeG--.f-'_._c �._1rX _.t= �....._._.. z W U ------------------- -------------------------------------------------------------------- -------------------------------------- --------------------•--•-------------------••---•--•------------•----------- W Nature of Repairs or Alterations—Answer when a hcable_..U�� --.r�.�.C SSr?>DG. U P PP ^ -- --- ------------ - /_�-1ST�4----/,SO�.� ..�.�D_�-t-------��-•.--�� ------ �cJ..�_'s-_--�s�a�tJ�' Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance as been issu d baothcboard of health. Signed .... -------- � 2 .�Q------.. /Dace Application Approved By .... --.....-- Application Disapproved for the following reasons ---------------------------------------------------------------- .------------------------------------------....------------------. . . --------......... D ---------------a....... ------ ce Permit No. -- _---.: l -- -------- --------- Issued --------..:d-- �----- --%�.-------------------.. e THE COMMONWEALTH-OF MASSACHUSETTS BOARD OF-, H EALTH TOWN OF BARNSTABLE Appliration for 11toposal' arks Tnnstr #tnn 1rrmit f Applicatios hereby made for a Permit to Construct ( ) or Repair (,50 an Individual Sewage Disposal System at: ......_ �_..._._ ---------- ................ Address --......._..e......�. f i act / ....... J� — j7!-e3�..................................... v Owner r d•ress Installer Address Type of Building Size Lot, -?� _.1.�_—___Sq. feet �-, Dwelling—No. of ,Bedrooms....... _._.l�______________________Expansion Attic ( ) Garbage Grinder ( ) �'4 Other—Type T e of Building yp g ______ �-�-� ___.. No. of persons____________________________ Showers ( ) — Cafeteria dOther fixtures ...............=... --------------------•------•----•----------------------------------------•••-•••--------------------------•--.....--••-------• Design. Flow.................,_............gallons' .per person per day. Total daily flow...._..._. Z____________,__________gallons. W Septic Tank—Liquid*capacity/: �k_gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—No......... ,./...... Width--------7....... Total Length...... f.w._ Total leaching area...................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit____________________ Depth to ground water____________________,__. f= Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 --------•--------------------------------•--------------------.......----- .....------•------------------- --------------------------•••------• ------ O Description of Soil.............:1.-'Z........ ----�' ..... ,7_44U_4----------- W U --------- •------------- •------- ------------------- ---------------------- •------------------------------------------------------------ •---------------- •••--------- ••••---------------------- •------ W V Nature of Repairs or Alterations—Answer when applicable,5iJr19-�i�tsn?a�e_.dGD..CSJDG. jc nk....----1�...... ..,OiFLt S_ccJ�_-_�"�__------�Slp 1� Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance .as been issuedpthe board of health. _ Signed ..... .... '................. Application Approved B .........................PP PP Y �L;`4 .. Application Disapproved for the following reasons- -- ------------------------------------------------------------------------- --- ................................................. -------------- ----------------------------------------................................</ ----------------------------------------------------...-...----- . Dare ------------- Permit No. `/�/.(,//) Issued ........................ e THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Certtfirate of Tuntpttttn>Ve THIS IS TO CERTIFY, That the Individual Sewage'Disposal System constructed ( ) or Repaired (x ) by..............................(�5'-- /L �1. ?�� C'-o s7' t C---...--------...-------------------------------------------........--...------...--.......--------------------- Installer at ............................. "G.......... 5 � .................. -................ - ' /��GL�� -- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. dated �--��__7 --ob--------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTR�D S A GU ►R�NTE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. �j u DATE---- Q�9-- Z------------- --------------------------------- Inspector dal THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH n TOWN OF BARNSTABLE No.... 5 .�1 FEEk. ............ A Disp sat Works Tunstrurttmin Permit Permission is hereby-granted......_..._ 1-'��. t ....... .... 'a..JSi I....................................................... to Construct ( ) or/Repair ( an Indivi al Sewage D•sp sal System r at No............1s.�l...--.....��.<1. `�-�t-F' _.�2 n.... 'l �f ._......... • Street as shown on the application for Disposal Works Construction Permit No02VY .. Dated.. ? Q ............. t _ �, Boar of Health DATE ' ,f'Al.I-N. 36508 HOBBS 6 WARREN,INC..PUBLISHERS NO. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH D t ei — OF As ai'H S 4,1" APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ( Up/grade ( ) Abandon ( ) - Complete System ❑Individual Components Igo 2 0<v Loca 27 M Vpalcel N ddress Lot k Telephone H .S'C rya Installer's Name Nam mer. e 9 X_ /rii eeo� Address Ac4dress r7egl) d5-'9 - 798/ Telephone It Tel phone!« Type of Building: Lot Size/00 -1 Sq.feet Dwelling—No. of Bedrooms Garbage Grinder (/V�l Other—Type of Building No. of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow (min.required) 0 gpd Calculated design flow.?3/ gpd Design flow provided 3. gpd Plan: Date Gy W 999 Number of sheets Revision Date Title lew4 3 - s/ Description of Soil(s)&s) �Q4/rr - Soil Evaluator Form No. Kaame of Soil FXaluator , De> o c Date of Evaluation e Z3 ,8 DESCRIPTION OF REPAIRS OR AL ERATIO S c S .�. The undersigned agrees to install the above described Individual Sewage Disposal System in accordf-110- �vlritR�R11�Y116 ion of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issby CHABPMrd f Signed Date AN No.276bq /! Inspections of /Z FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ----------------------------------------------------------------------- NO. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( );Abandoned( ) by: at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 ------------------------------------------------------------------------ No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBSB WARREN TM PUBLISHERS - BOSTON No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH APPLICATION FOR DISPOSAL.SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair (I/j Ilgradc ( ) Abandon ( ) - Complete System ❑Indi ual,Components, 3 0 �.i?0 r� �✓ram� Luca'un n O 's Z o G 2 7 BS 9 E Jerry /�aiy f FL M t/Parcel k Olddress IA. 'r t Lul N JC C f- "fl' h�fx�i q _Z;re. Installer's Name Name /1 ,4 �l I ' Address Address Telephone It Tel phone N Y` ,Type of Building: �w-G�i� Lot Size Sq.feet Dwelling„—No.of Bedrooms 117 Garbage Grinder 1(40 ,.. Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures h Design Fldw(min. required) 440 gpd Calculated design flow 3 3/ gpd Design flow provided 335 gpd Plan: Date J Ga /999 Number o sheets Revision Date Title -'-wa //mm�� c21's o a//4_40- S 11 Description of Soil(s)v.X. 'lore / Soil Evaluator Form No. H Nl'-me of Soil fKaluator /.fit+ oda m Date of Evaluation 23 9_ DESCRIPTIIO�^N OF REPAIRS OR AL ERATIONS �r'7.��eGCAli' w The undersigned agrees to install the above described Individual Sewage Disposal System in accord h t h ns of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been isYbyp� c alth. Signed Date CHAPMAN y �. X, No.27554 f Inspections f I f FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 /Zt�Ff f I ! ` �.-r_,--_----r---- -_r--r r-----pis---- ---------- --._---.. No. THE COMMONWEALTH OF MASSACHUSETTS FEE II f, BOARD OF HEALTH CERTIFICATE OF COMPLIANCE A Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: , at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer Designer: _ Inspector; The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 I No, THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBS&WARRENrm PUBLISHERS- BOSTON .. P F, COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS . DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET,BOSTON MA 02108 (617) 292-5500 TRUDY COXE Secretary ARGEO PAUL CELLUCCI DAVID B.STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address; Name of Qwlw Address of Owner- Date of Inspection: Name of Inspector:(Please Print)FC 4 / I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: GaBBS CESSPOOL SERV)CE Mailing Address: I C1R1Qi=Fz LANS Telephone Ntanbw- • CERTIFICATION STATEMENT 1 certify that 1 have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of.the time of inspection. The inspection was performed based on my training and experientie.in the proper function and maintenance of on-site sewage disposal systems. The system: Passes _ Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority Fails /V1 Inspector's Signatsrra: - Me Date: t./lJ The System Inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty(30) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of-the Department of Environmental Protectlon. The original should be sent to*9 system owner and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS :✓. ODO revised 9/2/98 Page Iof11 ii Printed on Recyckd Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CER �TnION (continued) roperty A N '---Owner: Date of /� 0 INSPECTION SUMMARY: Check A, B, C, Or A A./ SYSTEM PASSES: V 1 have not found any information which indicates that any of the failure conditions described in 310 CMR 13.303 exist. Any failure criteria not evaluated are indicated below. COMMENTS: B. SYSTEM CONDITIONALLY PASSES: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Indicate yes, no,or not determined(Y. N. or ND). Describe basis of determination in all instances. If"not determined",explain why not. The septic tank is metal,unless.the.owner or operator has provided the system inspector with a copy of a Certificate of Compliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection; or the septic tank,whether or not metal,is cracked,structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. _ Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipets) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). broken pipets)are replaced obstruction is removed distribution box is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipets). The system will pass inspection if(with-approval of the Board of Health): broken pipets)are replaced obstruction is removed revised 9/2/98 page Iof11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIOCATM_jOritinued) Property A vC Owrw: Data of nspectt"on• /O 3 O C. FURTHER EVACUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health,safety.and the environment. 11 SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES W ACCORDANCE WITH 310 CMR 15.303(1)(b)THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENWRONMENT: Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. f 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. _ The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic.tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a priyate water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to.Ar less than 5 ppm. .Method used to determine distance (approximation not valid). 31 OTHER revised 9/2/98 Page 3of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIRCATION (continued) Property A / Owner: Date of Inspection:3� D. SYSTEM FA1�.S: You must Indicate either "Yes" or "No' to each of the following: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure.• Yes No - Backup of sewage into faciliteor system componentdue-to an overloaded orefogged•SAS•or-cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6"below invert or available volume is less than 112 day flow. V Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. V Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. �— Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy Is within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well i Any portion of a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for »coliform bacteria,volatile organic compounds,ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either 'Yes" or "No" to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10.000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes . No the.system is within 400 feet of a surface drinking water supply the system is within 206 feet of a tributary to a surface drinking water supply •. the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area•IWPA)or a mapped Zone II of a public . water supply well) The owner or operator of any such system shalt upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further information. revised 9/2/98 Page 4of11 I � P SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECK Property A Owner: Date of Inspection: 31 ' /0 D Check If the following have been done:You must Indicate either 'Yes`or'No' as to each of the following: Yes No :`.. . Pumping information was provided by the owner,occupant,or Board of Health. • None of the system components have been pumped:for•atleast two weeks an&the system has been-receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. _ As built plans have been obtained and examined. Note,if they are not available with N/A. The facility or dwelling was inspected for signs of sewage back-up. ✓� The system does not receive non-unitary or industrial waste flow. The site was inspected for signs.of breakout. All system components, excluding the Soil Absorption System,have been located on the site. The septic tank manholes were uncovered, opened,and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions,depth of liquid,depth of sludge, depth of scum. ' The size and location of the Soil Absorption System on-the site has been determined based on: Existing information. For example, Plan at R.O.H. Determined in the field (if an of the failure criteria related to Part C is at issue,Y approximation of distance is unacceptable) 115.302(3)(b)] The facility owner(and occupants,if d)ffereut from.owner)were.provided.with infounatioa.on.tise�ropermaintenaacaaf SubSurface Disposal Systems. . revised 9/2/98 Page 5of11 I , SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORM TION } „A Date of 06 FLOW CONDITIONS RESIDENTIAL: Design flow:�Qg.p.d./bedroom. Number of bedrooms(design) Number of bedrooms(actual):-3 Total DESIGN flow o.3 C - Number of current residents: Garbage grinder IYas or no r` - Laundry(separate system) (yes or no):N/2 If yes,separate inspection required _ Laundry system inspected es or no) 77T"�� Seasonal use(yes or no): Water meter readings,if available(last two year's usage(gpd): Sump Pump(yes or nol:_ Last data of occupancy: COMMERCIALIINDUSTRIAL: Type of establishment: Design flow: qpd ( Based on 15.203), Basis of design flow Grease trap present:(yes.or no)_ Industrial Waste Holding Tank present:(yes or no)_ Non-sanitary waste discharged to the Title S system:(yes or no)_ Water meter readings.If available: Last date of occupancy: OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION rUMPING RECORDS and source of information: System pumped as part of inspection:(yes or no)_if yes,volume pumped: gallons Reason for pumping: TYPE OF SYSTEM Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes. attach previous inspection records,if any) I/A Technology etc.Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other A/P,P XIMATE AGE of ell components,date installed(if known)and source of information: Sewage odors detected when arriving at the site:(yes or no)*:: revised 9/2/98 P2ge6of11 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFO M ON (continued) ` C roperty Addr �--Jwner: Date of 1 on: / /0 0 BUILDING SEWER. (Locate on site plan) Depth below grade:_ Material of construction:_cast iron_40 PVC_other(explain) Distance from private water supply well or suction line Diameter Comments: (condition of joints,venting, evidence of leakage,-etc.) SEPTIC TANK:_ (locate on site plan) Depth below grade: , Material of construction:_cam oncrete_metal_Fiberglass _Polyethylene_other(explain) r If tank is metal,list ages_ Is.age confirmed by Certificate of Compliance_(YeslNo) Dimensions:/600 LtlA y�y iu�( P� L X'yI. Sludge depth:_ A, Distance from top of sludge to bottom of outlet tee or baffle:_ - Scum thickness: Distance from top of scum to top of outlet tee or baffle:_ Y Distance from bottom of scum to bottom of outlet tea or baffle: How dimensions were determined: omments: (recommendation for pumping, condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) GREASE TRAP:_CL (locate on site plan) Depth below grade:_ Material of construction:_concrete_metal_Fiberglass _Polyethylene_other(explain) Dimensions: Scum thickness: Distance from.top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments: ; (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level In relation to outlet Invert, structural integrity, evidence of leakage,etc.) revised 9/2/98 Page 7of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C Y RMATION(continued) ST Yoperty A .�l 3 "—Owner: Date of It TIGHT OR HOLDING TANK: (Tank must be pumped prior to, or at time of, inspection) (locate on site plan) Depth below grade:_ Material of construction: concrete metal_Fiberglass Polyethylene_other(explain) Dimensions: Capacity gallons Design flow: gallons/day Alarm present Alarm level: Alarm in working order:Yes_ No_ Date of previous pumping: Comments: (condition of inlet tee,condition of alarm and float switches,etc.) DISTRIBUTION BOX:_V (locate on site plan) Depth of.liquid level above outlet invert: s . :omments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) PUMP CHAMBER:—o (locate on site plan) Pumps in working order:(Yes or No) Alarms in working order(Yes or No) Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) - - revised.. 9/2/98 Pages orll SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) }may A �(� / �•Owner: Date of Ins 7 ZoSOIL ABSORPTI N SYST (SAS):_ (locate on site plan,if possible; excavation not required,location may be approximated by non-intrusive methods) If not located, explain: Type. ----... leaching pits,number:_ leaching chambers,number:_ leaching galleries,number:_ leaching trenches,number,length: leaching fields,number, dimensions: overflow cesspool,number:_ Alternative system: Name of Technology: Comments: (note con on f soil,signs of hydra li failure`I$yehgf riding, damp soil, condition of vegetation, etc.) CESSPOOLS:_ (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: r 1 )epth of scum layer: `'bimensions of cesspool: Materials of.construction: Indication of groundwater: inflow(cesspool must be pumped as part of inspection) Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation, etc.) PRIVY:_ (locate on site plan) Materials of construction: — Dimensions: Depth of solids: Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation, etc.) revised 9/2/98 Page 9of11I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFO N(continued) A = 2I3 owner: Date of SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties.to at least two permanent reference landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) 35' y revised 9/2/98 Page 10ofII i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C •` 14, SYSTEM C/ INFORMA N(continued) 'roperty A ` Owner: Date of Insp NRCS Report name Soil Type_ Typical depth to groundwater USGS Date websits visited Observation Wells checked Groundwater depth: Shallow - 'Moderate Deep f SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater�OFeet Please indicate all the methods used to determine Higk Groundwater Elevation: Obtained from Design Plans on record Observed Site(Abutting property, observation hole,basement sump etc.) Determined from local conditions Checked with local Board,of health ��Fiecked FEMA Maps a Checked pumping records Checked local excavators,installers 1'�sed USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) r revised 9/2/98 Page 11of11 (` . ��PJ`�`E osT�pt CENTERVILLE-OSTERVILLE- SEND PAYMENT TO: MARSTONS MILLS P WATER DEPARTMENT C-O-MM WATER DEFT. u .WATER + P.O. BOX 369— 1138 MAIN STREET P.O.BOX 369 3 D E PT. OSTERVILLE,MA OSTERVILLE,MASSACHUSETTS 02655 9�StoNs��y 02655-0369 : ' TELEPHONE: (508)428-6691 SE VICE.ADDRESS ACCOUNT'NO , r r + ,I I' I.:..I.... i I......I...I I..,... .I.I•:C. 1... PLEASE FAY THISAMOVNT.<. T 01%1I 1 N1.1._L.'_i IT IA 0't".1.—148---13)5O PLEASE MAKE CHECKS PAYABLE TO"C-O-MM WATER DEPT." PLEASE RETURN THIS STUB WITH YOUR PAYMENT.PLEASE PUT YOUR ACCOUNT NOON CHECK. This form made of recycled paper RETAIN THIS PORTION FOR YOUR RECORDS SERVICE ADDRESS =' i �.. ';' ":ACC UNT-NO: PREVIOUS 17 F-11,1 BALANCE :1.{): WATER BILLS UNPAID AFTER(30)DAYS FROM DATE OPISSUE ARE SUBJECT PAYMENTS TO INTEREST CHARGES,AND TERMINATION OF SERVICE FOR ACCOUNTS &CREDITS PAST DUE (120) DAYS. ALL IN ACCORDANCE WITH CENTERVILLE- OSTERVILLE-MARSTONS MILLS WATER DEPT.RULES AND REGULATIONS. INTEREST TELEPHONE:(508)428-6691. CHARGE PERIOD COVERED - PREVIOUS.METEW CURRENT METER, CONSUMPTION CURRENT... .... FROM TO hEADINU READING`>; 16607s.OF GAL CHARGES. (:`4211 1._01 113 EXCESS CHARGE ;.. .:. f)[J A 141,T i-.F,I.".Y 1711,H.C1` UIrl PERIOD COVERED ( " f I _4`10 i { d tl 'R; -t. N 2 ICHA GEM :I: ?t F'I i(:)(3F+all'1 :I1,I E F-I-"1=C T , I..)HT Z I... F::ND OF 111(.)Y,. {<?;;;{;ti'l l`•:,L:. 4!.1(1 T 1::.1': tQ)" :iF.:.l...'Y'r::'' Xa:: t;•DATE''OFISS.UE, Td� A <' �11'{h11.Jlal_. ]:I)7'>::F�:1:_�.I. RF1'i'1 :I.'di f)4,,,0- i Ors lltlfY7 iii :I.:L '.,0;3 362-4541 939 main street rt 6a yarmoulh port mass 02675 down cape engineering civil engineers& land surveyors structural design August 30, 1989 Arne H.Ojala P.E.,R.L.S. land court Richard R.Fairbank P.E. surveys Thomas McKean Barnstable Health Agent . Barnstable Board of Health site planning South Street Hyannis, MA 02601 sewage system RE:. Joseph Sullivan, ,-130 Short Beach Road, Centerville designs Brian Ladner, 137 Short. Beach Road, Centerville Dear Tom: inspections Enclosed please find two copies of the revised septic upgrade plans prepared for the above referenced permits properties. The revised plans propose a 2'7" sand filter between the leaching facility and the adjusted groudwater table. According to an article published in the March/April 1989 Journal of Health, written by Thomas C. Peterson and Robert C. Ward entitled "Bacterial Retention in Soils, New Perspectives, New Recommendations" this 2'7" sand filter will retain approximately 84% of the initial bacterial concentrations found at the soil/leach field interface. In order to obtain a larger sand filter, I believe some sort of a retaining wall will be required to prevent breakout. I feel these proposed systems are such a substantial improvement over the existing systems that these variances should be considered. If you have any questions, please call me at 362-4541. Sincerely, Thomas McLellan Down Cape Engineering, Inc. TJM/amp/2TJML101 Encl. cc: Joseph Sullivan Brian Ladner Brian Garner A y DATE /3d/� o e TOWN OF BARNSTABLE FEE � ` OFFICE OF -��►�-. � RECEIVED BY �/IgGtL .)AEIYTAILr •�e& BOARD OF HEALTH �e r�Y�'• 3e7 MAIN STREET HYANNIS. MASS.02601 VARIANCE REQUEST FORM •�, All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of ilealth meeting. . NAME OF APPLICANT Jose ph'Sullivan TEL. NO. 617-762-7056 ADDRESS OF APPLICANT 18 Country Side Lane, Norwood, MA 02062 NAME OF OWNER OF PROPERTY Same SUBDIVISION NAME Short Beach Road DATE APPROVED ASSESSORS HA.P AND PARCEL NUMBER Map #206 Parcel #27 LOCATION OF REQUEST 130 Short Beach Road SIZE OF LOT 6240 SQ. FT. WETLANDS WITRIN 200 FT. OF PROPERTY: Yes X No VARIANCE FROPi REGULATION(List Regulation) See attached REASON FOR VARIANCE(Hay attach letter if more space is needed) Septic system upgrade at the Town of Barnstable Health Department request. Existing dwelling on small lot with high ground water table. PLAN — TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED _ NOT APPROVED REASON FOR DISAPRGVAL . ... RN TOWN OF 6'.�fsNSTA4LE �M [� �'< Robert L. Childs, Chairman Ann Jane Eshbaugh =A U.G 1989 • ~ Grover C.H. Farrish, H.D. BOARD OF I1EALTH TOWN-OF BARNSTABLE -2- TITLE V VARIANCES REQUESTED: 15.03 10' minimum distance between leaching facility and property line (variance of 7' ) . 10' minimum distance between leaching facility and crawl space (variance of 3' ) . 15. 15 (6) No reserve area. 15. 15 (9) 1 ' minimum cover over leaching field (variance of 6" ) . TOWN OF BARNSTABLE VARIANCES REQUESTED: 5-26-83 100'minimum distance between leaching facility and wetland (variance of 48' ) . 12-22-85 4' minimum distance between leaching facility and adjusted ground water table (variance of 1 .4' ) . Brief Barnstable Board of Health Request for Variance on Vertical Separation "Groundwater to Bottom of Leaching Facility" FACTS . The Applicant is the owner of a dwelling located at 130 Short Beach Road, Centerville, MA, shown on Assessors Map 206 Parcel 027 . Applicant had earlier received a notice to abate violation (310 CMR 15 . 00) for a failed septic, system. The Applicant has applied for a disposal works construction permit and the Board has determined that a variance from the Barnstable Board of Health regulations would be necessary. The variance relief requested is from Regulation 15 . 13 ( 2 ) to allow the distance from bottom of the leaching facility to the maximum .groundwater elevation to be reduced to 2 . 7 feet in lieu of the PP required 4 . 00 feet. The applicant has submitted other variance q requests with respect to sideyard setbacks and similar situations that are the subject of a variance application previously submitted. However, those variance requests stem from the previously existing septic system and are not material to the relief requested herein. RELIEF SOUGHT. Pursuant to 3 . 10 CMR 15 . 20, Applicant seeks a variance from Regulation 15 . 13 ( 2 ) to reduce from 4 feet. to 2 . 7 feet the distance between the bottom of the leaching facility to be repaired and the maximum groundwater elevation. ARGUMENT. Regulation 15 . 20 of the Code of Massachusetts Regulations specifically grants authority to the local Board of Health to grant a variance of any provisions of that title with respect to any particular case when the enforcement thereof would (i) do manifest injustice and ( ii) when the same degree of environmental protection can be achieved without strict application of the particular provision. The Board of Health mailed to the Applicant a notice to abate 'violation for a failed septic system in 1988 . The Applicant has applied to the Board of Health for all necessary permitting to allow for the upgrade and repair of the existing failed system. The topography and conditions specifically affecting Applicant's lot will require a reduction in the 4 foot distance required between the bottom of the leaching facility and the maximum groundwater elevation. The Applicant has , through its engineer, spent considerable time and expense to engineer a system that far exceeds the 2 foot minimum which is allowable under the regulations of the Department of Environmental Protection. The Applicant seeks a 1 . 3 foot variance rather than the maximum allowable variance of 2 feet. 1 The Board of Health has within the past year granted much more extensive 2 foot variances to a number of other owners of dwellings in the immediate surrounding area (see attached Exhibit "A" ) . The variance requested by Applicant represents only 66% of the variance granted to similarly situated owners by the Board of Health in the past. To comply with the groundwater distance regulation as it currently exists would work a substantial hardship on the Applicant without a concomitant health benefit. Substantially more excavation and construction must take place to comply, including the construction of a 2 foot high concrete retaining wall around the entire septic system. The likelihood of potential damage to the lot or the dwelling and the potential increased maintenance costs are substantial . The Applicant respectfully submits to the Board that granting of a variance to Applicant will still provide the same degree .of environmental protection. According to the attached article provided by the Board of Health, the 2 foot variances granted earlier by the Board provide approximately 65% of the bacterial protection that would be afforded by the existing regulations . However, the Applicant's proposed 2 . 6 sand filter will provide approximately 84% of the protection found in a 4 foot sand filter, an increase in effectiveness of 30% of the previously granted variances . The variance, if granted by the Board of Health, would also provide approximately 86% of the effectiveness provided in the required 4 foot sand filter. The Board should note that this proposal is a thousand fold more efficient and protective of the environment than the existing system which has been deemed failed by the Board of Health. The cost of complying with the existing regulation would entail many thousands of dollars and an extreme burden on the quiet use and enjoyment of the property to which Applicant has come to expect. The proposed variance request will provide almost 86% of the protection afforded by the existing regulation while working to remove a substantial hardship from the Applicant. WHEREFORE, .the Applicant respectfully requests the Board to grant its request for a variance from regulation 15 . 13 (2 ) . Respectfully submitted, Brian R. Ladner, Applicant By his attorney, Brian F. Garner Dated: October 3, 1989 2 y EXHIBIT "A" 1. Ruth Hill, 56 Short Beach Road, approved 2 foot variance, October 14 , 1988 . 2 . William Maher, 65 Short Beach Road, approved 2 foot variance, October 14, 1988 . 3 . Frank Wachter, 64 Short Beach Road, approved 2 foot variance, October 14 , 1988 . 4 . William McGrath, 59 Short Beach Road, approved 2 foot variance, October 14 , 1988 . 5 . Gerald Healy, 16 Short Beach Road, approved 2 foot vriance, December 22, 1988 . 6 . Tellier, 55 Short Beach Road, approved 2 . 4 foot variance, October 14, 1988 7 . TQllier, 118 Short Beach Road approved 3 . 1 foot variance, October 14 , 1988 . 8 . Hines, 127 Short Beach Road, approved 3 . 1 foot variance, October 14, 1988 . i Bacterial retention ill soils New perspectives, stew reco»i»ie�iciatiu�ts Thomas C. Peterson Robert C. Ward water distribution systems to be limited by both Ilse nutrient content within the A 11- 6ff1Ct ss'nslewnter and file competition for those nutrients by other organisms. Monitoring groundu'a(er for the presence of fecal colifornt bacteria it-ill remain the Crane and Moore (3) suggest that the :. primary method for determining potential groundu-titer contaminatiort by pntrogenic major reason for bacterial die-off in a organisms present irr domestic wastewater discharged front at-site n astcu afar treahitrrtt foreign environment is the inability of the systems. Public health officials assume that microbial contamination of tr•atrr•by on-site inl reduced rn gnnisms to lower their metti- urasteivatersystentsisuncmnntortif4ft(12Ucat)ofsuitables oil existsbrtu•ecnthebaseof a holic requirements in n situnlion of lower leachfreld and the high tvatertable. Research suggests that this assumption is incorrect firr nulrienl tivnilnbility. Within the soil rant- coarse-grained soils. Enteric bacteria are lihcly to be transportcd beyond 4 ft(120 cnh)in rix, enteric bac•leiin nre subjected to a cnarsesoils. 7o rccht ce or it llcvia Ir Ill is pro bletyl,Prelin I ill ary Soil(ill a ill it(filitil ill to or nulrienl-poor (embon-limited) environ- instead of thesoil percolation test, should be►nade. 77ir.ce..�trl,scs should includepar6cle men( (18). I--e:.e and distribution analysis and possibly organic matter content analysis. Indigenous soil microorganisms,typically found at soil port isle surfaces,have a coin- petitive edge in this nutrient-poor envi- ronment. For-enteric bacteria to survive, icrobial life in domestic waste- posnl systems may benecessnrytoreduce they roust be nhle to tolerate abiotic i waters is varied and commonly bacterial, and possibly, viral transport. stresses, to nininlnin their vinbility in the pathogenic. Health considera- The purposes of this paper are to report absence of nutrients and to coexist with tions dictate monitoring of water subject the results of bacteria) transport simuln- antagonistic orgnnisms(I3). Enteric bac- to contamination from these potentially Lion studies,to suggest that bacterial con- terin flint survive in this "rigorous" en- pathogenic contaminants. The focus of tarnination of groundwater via on-site vironnient have (lie potential of being monitoring by public health officials is on wastewater treatment systems may be transported grent distnnces. viruses and pathogenic bacteria;the most very common in coarse-grained soils and Recent studies 00,11,16) imlicnte flint common rnicrobiologicnl wnstewnler con- to recommend procedures which may help starving bticlerin finny not only lower their stituents.If these organisms can find their reduce or alleviate the potential for ad- metabolic requirements, but. also reduce Quay into groundwater supplies, then a ditional bacterial contamination. their volume or possibly fragment into potential health hazard does exist. sinnller, viable cells called "dwarfs" or Soil can be effective in retaining bac. Background '.ulhrnmicrocells." If starving enteric bnc- teria and viruses contained in wastewater teria are subject to the snore processes, discharged from an on-site wastewater tViruses found in domestic wastewater are then the probabilily of bncterinl retention treatment system(septic tank/leachfield/ a Treater public health problem for humans within n shoit distance of travel in soil is system). Straining and adsorption are than bacteria. The viral population is reduced. thought to be effective in limiting mic- much more likely to cause infectious dis- Whether starving enteric bacteria are robial transport (5). Straining is thought ease than the bacterial population because subject to size reduction or frngmentntion to be the primary factor in bacterial reten- the dose required to cause sickness(infer- in soil assocint ed with an on-site disposal , tion (6), while adsorption is the primary tious dose)is much less(17).Sampling for ' system has not been proven. Dwarfs will primary retention factor for viruses(6). viral contamination of waters is more ex• pass through standard wnter sampling Health officials commonly assume(lint pensive, more time-consuming and less fillers, so their presence is more difficult if bacteria, which tire much larger than reliable than sampling for bacterial con- to assess. viruses, are not being retained in the soil tamination. during transport, then the same might be Sampling for bacterial contnminntion Simulation results said of viruses. Therefore, bacterial con- will continue to be the primary method for tamination of water supplies is a good in- verifying the clunlity of the drinking water The results of rompuler simulntions re- dictation of viral contamination. supply,although recent resenrchsuggests tenth presented by Peterson and Ward Recent research of the nuthors(18) and flint the results from bacterial snrnpling (18) suggest that enteric bacteria mnv be information from the literature suggest may be unreliable (1,12,15). For these 11ronsported beyond ncceptnble limits (4 enteric bacteria maybe transported greater reasons, bacterial retention in soils in the feel or 1.2 meters of unsaturated,suitable distances in.the soil than commonly as- focus of this paper. soil).')'heirresent-cltwnslimiiedtoconrse- sumed. 'These results and associnted in- Pathogenic enteric bacteria — Eschrr•- grained soils typicall' found in the moun- . formation suggest that new installation ichia, Salmonella, Shigella, librio, l�cr- tnins of Colorado and did not account for procedures for on-site wastewater dis- sinia, 11.sethdmmonas and Staplrylocorcus any size reduction or fragmentation of are common constituents of waste= barlerin. w•nter entering and possibly lenving on- Initinl bncterinl roncenlrnlions were Robert C. ward. Ph.D.. helmonicnt "f Agricultural site tt•aslewatersystems. One might expect within the range of those (lint might be and Chemical F.ngincering, Colorado State UnAer- the ynriety, number and viability of the expected at the soil/lenchfield trench in- aity,Fort Collin,,Co 80523• organisms entering the soil from waste- terface— approximately 50,000 bacteria 196 -Journal of Environmental Health Volume 51, Number 4 per cubic centimeter of soil bulk volume. Recommendations for must be careful when arbitrarily applying Utilizing a bacterial transport model re ulator revision the results of this research field situa- coupled with a soil water flow model, g y bons. Additional research,, under field Peterson and Ward(18)ran simulations of A common practice in wastewater engi- conditions,is required before a direct cor- e 100-year rainstorm on a hypothetical on- neering when bacterial retention cannot -relation bel.ween depth of soil and bac- site wastewater leaclrfield located in course be obtained within the allocated soil depth terial retention is justified. 'soils. The coarse soils were classified as is to increase the depth. Ilistoricallv, this Analysis oft fie lit erat tire arid the results sandy and loamy sand based on their has been an arbitrary practice with little of the computer simulations presented in physical properties. A deterministic(con- scientific justification(21). this paper indicate that the percentage of stant input) simulation was run to com The results of the research, surn- fines (silt and clay particles able to pass pare the depth of bacterial transport rnarized earlier, suggest that an increase the U.S. Standard Sieve No. 200, with between the sandy and loamy sand soils. in soil depth can have an important impact openings of 0.075 mill) is very likely the The results (Figure 1) are what one on bacterial retention. For comparative major factor loading to bacterial reten- mightexpect.Loamy sandsretained more purposes only, analyze the solid curve in Lion, whether by straining or adsorption. bacteria than sandy soils. The greatest Figure 2. An increase in soil depth from Stotzky (20) is very specific when he relative difference in bacterial concert- 120 to 140 cm(an increase of 17 percent), says,"the mnjor inorgnuic particulates that trationswas0.23at60cln soil depth. Based produces computer simulation results affect microbial events in soil are within on this simulation, no bacteria traveled which indicate that the probability of bac- the clay-sized fraction and consist pri- beyond 110 cm in loamy sand soil, while terinl retention increases from 0.64 to marilyof clay minerals and polymerichyd- bacterial transport did exceed 120 crn soil 0.84 (nil increase of 31 percent). rous oxides of mainly Fe(3+), AI(3+) depth in sandy soils. . Soil depth is a important factor,butone and Mn(4+)." The relative concentration in hot It cases was small. The important point to note is that the presence of fine-grained particles in the loamy sand reduced bacterial trans- Figure 1 port The soil environment is a�complex eco- Comparison of relative bacterial concentration versus depth for loamy system. Modeling a complex system de sand(solid lino)and sandy soil(dashed line)at the EPA design terministically produces results that may percolation rates have limited value. Modeling bacterial transport stochastically(wit h variable in- puts) accounts for some of the variability To 100 YE An s1onM inherent in the soil ecosystem.The results °B ctol-c0000 of stochastic modeling of bacterial trans- 0.8 T-1201111 port in soil are expressed as probabilities °•T rather than specific bacterial concentra- 0 0.0 fleas. EJ 0.5 Simulations were performed to indicate v 0.4 the relative importance of bacterial ad- 0.3 sorption/straining and die-off on the nlnx- 0.2. imum depth of bacterial transport(Figure 0.1 2). The results show the importance of 0.0 ;' T.. . .., , both die-off and adsorption/straining to 0 20 40 so so too 120 140 100 bacterial transport. DEPTH lCM) f The probability of hnclerin reaching 120 crn (4 ft.) in 168 h when die-off and nil- sorption/straining are taken into con- sideration is 0.35 (solid curve). If the soil Figure 2 water temperature were very low, thus Cumlltativo frnntlonry showing maximum depth of bac- inhibiting bacterial activity and die-oil, terial transport when nil parameters are included(solid line);when the the probability of reaching 120 cm(4 ft)is dio-oft coefficient- (dotted line);and when the die-oll adsorption/ 0.64 (dotted curve). straining .0(chain-dot line) If adsorption,straining and die-off were not factors, such as might be the case in 100 t very cold, coarse-grained soils, then the -- 00 i probability of reaching 120 cm (4 ft) is E.Z.) s? T-log nouns 100 YEAR S/0RM-SAND J 0 0.88(chain dot curve).Dispersion accounts 1u TO , c-60000 I for the 0.12 difference fromplug flow o conditions. v e The results of this investigation suggest. [E :0 that enteric bacteria eventually will be . > 40 ' transported beyond 120 cm (4 ft) of suit- J so able soil depth in coarse-grained soils.With 20 these results in mind, it is suggested that 10 :• .. ... .-.r.existing regulations for designing on-site _-- - ° , o 20 wastewater treatment systems may need ; 4o so H(CM) , MAXIMUM DEPTHon 120 uio 1so to be revised to account for bacterial trans- port in these coarse-grained soils. March/April 1989 Journal of Environmental Health 197 Loamy sands have a higher percentrivP tic:n, test elwuid be repiaced by or amen- A suggested procedure for estimttGijg of fines than sands. Results reported in ded with particle size analysis and possibly the bacterial retention capability of a soil Peterson and Ward(18) indicate flint the organic matter content nnnlysis. using n method based on soil particle probability of bacterial retention within The percolation test indientes the rate analysis is the Busch-Lucliner (2) equa- 120 cm (4 ft.) soil depth is 0.64 for loamy water is accepted by the soil. It provides Lion referenced in N•Intthess and 1'ek- -sand and 0.52 for sand.'I'his is nn increase no indication of either microbial or cherni- degger(1.1). Busch raid Lackner(2)define in retention probability of 23 percent cal retention. Microbial and chemical re- securityvnlue,S,which can be used for the when a soil with additional fines is used. tention by soil are primarily functions of delerntination of utechnnical filtering cri- As with soil depth,these results cannot be soil minerology and surface area and or tei for soil rat aril ion of bncterin. The transferred directly to field conditions. panic matter content. Because organic value of S must be grenter than 1.5 to limit Until new quantitative procedures are matter cony be assumed more transient bncterin Irnnsporl. available, temporary modifirnlions or re- than soil pnrticles, its use rimy be limited. The equation is basically a ratio of the visions of existing regtrintions rimy he Clay-sized pnrticles, clny minerals and. dinmetcr of the microorganisms of interest necessary. 'Die commonly used percola- organic matter retain bacteria. to the diameter of the soil pnrticle size with 10 percent finer— 10 percenaof the particles are smnlier thnn this specific diameter. This equnlion is nnnlogous to the coefficieio of uniformity used in geo- Table 1 technical engineering.The Busch-Luckner equation with primmet.ers defined is: Relationship between grain size and critical pore size S= Idrn/(l's'dk)I > 1.5 IiI [After Mallhess and Pekdeger(14)) where dill=dinmeler ofmicmorgnnismlLl SOIL GRAIN SIZE(mm) F� •ilk (um) F.,= eniph icn) transit factor— nunteric•ally 6 is used; this fnclor Fine silt 0.002-0.006 0.72 nrcounis for the heterogeneity of Medium sill 0.006-0.020 2.4 the porous media Coarse silt 0.02-0.06 7.2 ilk= hydrnalic equivalent diameter Fine sand 0.06-0.20 _ -.. ... 24.0 of porous nredin,dL equals 0.2'd c ruin size with 10% finer L ---- -�^llc.,i::r�i sand ----- - _. . 0.2-0.6 72.0 (K � I) Coarse sand 0.6-2.0 240.0 When the critical pore size vnlues('fable Fine gravel 2.0-6.3 720.0 1) rind the size of n typical bacterium Medium gravel 6.3-20.0 2400.0 (0.001 nun) are used in evaluating the Coarse gravel . 20.0-63.0 7200.0 1311sch-Lackner equation, the result indi- caf es no bacterial retention by the various soil types. The limiting pore dinmeler for conrse sill is 0.0072 nun. flecnuse nntural soils Figure 3 nre not uniform in particle sizes, nssume Comparlson of grain size,polo S17o rind ndcrobtal sizo flint n r•erinin percentage of flit•soils listed (Altar Matlhoss and Pokdogor(14)I in 'fable I will lctain hncleiin. A rom- parison of fp sin size is plovided in Figure 3. >400um 400um-12um '1'o utilize the Busch-Luckner equation, dk-Gravel dk-Sand 12um-0,4pm several(litferent soils must be tested under -- dk-Silt field conditions. This procedure can pro- vide an eslimntion of bacterial removal by 100-101im rnechmticnl fillrntion in soil and a subjec- Protozoa live feeling for the soil adsorption poten- Fwlgr 5um-0.2um tial— if flint is n fnclor. Bacteria Another empirical nppronch, requiring 00-200nm more extensive initial research,is a retnr- Rickettsiae dntion factor, commonly used in solute Clilarrydiae transport equations. A retardation factor 250-20nm in(licoles the relative velocity of water Viruses flow to flint of bacteria. Retardation is • 10-Inm defined as: Mocno- F Molecules It= vw/vb= 1 -1- (p/0) Ka Iii) lnm where: Large Pores Medium Pores Fine Pores Malec ules vcv= soil wilt er seepage velocity 11, Sand 70% 15% 15% v acle 1)= brialtransport velocity L'1 33% 33% Atoms p= soil bulk density I111 L-3I Loam 33 /e 0 = soil water content I1,3 1.3) lomm 1mm 0.1mm 0.01rnm 0,001mm Kn= soil partition coefficient IL3 M-1I 100Nm •. VUM 1Nm The soil pill i0ion coefficient is s measure 1000nm Wrim Vnm lam Wpm Vpm of the pnrtilioningof the bacteria between the soil writer and the soil particle sur- faces. The numerical value of this coeffi- 198 Journal of Environmental Ilealth Volume 51, Number 4 cient indicates the degree of strnining or adsorption of Ibncterin on Roil pmticles Itesenrch wunld indicate whether the adsorption— a higher vnlue indicative of and orgnnic matter. Straining of bactel perceninge of tines is egmnl in importance greater retention at particle surfaces. is not included. to a uniformity coefficient_ Most likely the It is known thnt when hydrophobic 'I'o account for straining, n nnrlliplicn- perceninge of lines is more important,be- solutes are introduced intosoils,thenmount live factor to the soil pnrtition coefficient cause it is possible to have n well-grnded of solute that disappears from solution hi equations Iiij or Iiiij can be estimated. coarse soil with few clny-sized particles. often correlates with the amount of organic As indicated earlier,strnining of bacteria After accounting for partitioning due to matter, in the soil material (4). It also is is a function of the perceninge of fine- adsorp(ion, the percentage of fines, and understood that the partition coefficient sued particles.Straining is also a function the particle size distribution, the final for organic solutes is a function of tl►e soil- of the pnrticle size distribution. Large- retardation equation is: water partition coefficient and the frac- sized particles mixed with small-sized It=vw,/vb=1-1-(I)/l1)I(a(a•%foes)(b•Q tionnl mass of organic carbon (9,19), particles can be an effective retentive A soil partition coefficient which is a material. where function of both soil particle size and The soil partition coefficient nrdrl- Cu= uniformity coefficient 1v1 organic matter content can be deter- tiplicative factor cnn be based on either n= fine-grain weighting factor mined. The partition coefficients for silt- the percentnge of fines, the particle size h= uniformily weighting factor and clny-sized particles slid organic matter distribution, or n combination of both. Ali exnmpleofl lie useof this equntionis can beestirnntedusing procedures sirnilnr Hetnrdntion in bncterinl movement in- given with the following hypothetical ex- to those presented in Hendricks et al. (7) creases as the percentage of fine-sized ample. A hypothetical soil has a bulk den- or with data existing in the literature. particles increases. silt'of 1.55 and saturated writer content is An estimate of the relative contribution '1'o account for pnrticle size distribu- 0.34. The soil partition coefficient is 1.0. of each fraction to the soil partition coeffi- tion, n form of the uniformity coefficient The per cent tip e of fines is 40 percent and cient, Ka, is made by soil pnrticle and (8) call be utilized: the coefficient of uniformity is 10. The organic matter content analysis.'I'he con- Cu= d6U/d1U livi fine-grain weighting factor and the unifor- tributions of each could be summed in the where mity weighting factor are 1.0 and 0.2, following form: 40 = grain diameter(in non) corres- respectively. ponding to 60% passing by weight For these parameter values, the reter- Ka= (i ka fi d10 = grain dinrneter(in nun) corres- dation factor is 369,amplying that the soil where ponding to 10% passing by weight water seepage velocity is369 tinresthatof ka=partition coefficient foreach grain di 0 means that 10 percent of the particles the bncterial transport velocity.If the soil size ororgniuc matter fraction 11,3NI-11 are smaller than the diameter d1U. A is drier, such ns 0.15, then the velocity i= size or organic matter fraction ' uniform,poorly graded soil has a very low ration is 825. 'I'Irese retardation values fi= fraction of the total mass presen• value, while a very well grnded soil cony indicate whether the particular soil is nde- ted by.component i have a value of 15 or above (Figure 4) qunle to retain bac(erin long enough for Note that this procedure applies to (8). them to die-off. The assumption in this Figure 4 Typical particle size distribution (Alter Holtz and Kovacs(e)l Sieve analysis (U.S.Standard sieve) No. 200 100 40 10 4 sin. 4 In. 3 in. 100 0 i r Uniform BO -- ---- — -- r- -- 20 c r C 40 E �o c E 60 - -r.. ._ - --- _ O o •, r " o 60 O c 3: 40 t Well graded > w a r c n a Gap graded v r a 20 —r - - -- — -- ---- -- - -- 80 r • 0 �� i i i i it J 100 0.001 6.01. 0.1 1 f t0 100 i Grain diameter (rim) March/April 1989 Juurtal of I:nvironnrentnl Henllh 199 hypothetical situation is that bacteria are Itclrrencca hlicrobinl Spr.ies of Polcnlint Use in Crneti adequately retained. 1 C.A. r`t-!rr° ' 1. Hiesonnrttr, C K; .1..1. .le±er,!, F:nrinrrrino A;,p t Afirrnhinl. 44:708 ll particle SIT"e II►1(I OrgnI11C matter arinly And 1)'('•Sluntt(197h6 Influrnre of F"ncirunmrn• 714. it tat S(rraa on I:ntnnerntiun of lodirntor lint Irrin 14. Mnllhrss, (i. nod A. Vekdcger(19M), Survivr sis indicate limited retardation, then two fromNnti,rat Wnlers.App.A/irrobiol29:1RG-191. and'1'rnuep,itirif lint hoproic Mort erinandViruir J!I additional procedures Call be considered. 2. Husrh.K.F.and Lockner(19741.Gro.h droulik, in Gimmikintrr. In:Ground n'nfrr(?unlit%. (7.11 ii 2nd Ed. F.nke,Stullgnrt. Ward,W.Gigm and P.L.McCarty(eds.),.1.Wile., A large volume of soil can be removed and II, 3. ('tone,S.H.an(1J.A.Moore119A4).Ilnclerinll'ul• and Go,s.N1'.pp.472-•tR2., "homogeneously mixed"to itrovide n greater lullort of Groundwater.A Review, Water Air Soil Ih. NIcFMr•rs,(:.A..S.C.('nmrror�and N1.\V.Lrl'hr. depth for bacterinl retention and (lie-off. /'ollut.22:07-81, allirr 111182). Innurire of Uilornl-. hIrdin, am !i The addition of fines to (lie soil mixilme 4. I)rmohnk,O.A.nod H.G. I.ulhv 119011,Iivlinv,l• Momhnun•fill era on Urlerlion o(Injuf r(I R'nt rr may accomplish the same objective.Either log Adsorption of Vol)ocllc Arrnnnllc Ilvdrucnr• boric Volifunn Hnclerin.npp.F,nciron.Afirrohiol ! bons on Solla,,Soil Sri. 137:292.30R. 413:97.101. activity should be considered aRhort-ter►11 6. Cerhn, C.P., C. 1Vallk. and.I.L. Nlrhnik(19ib1, 16. Moriln,I(.1'.11!IP?LStm%nlion-Sun•ivnlnfllefer solution until furtherresenrchcan e provid I Fate of N'nalrwnlrr Hncicrin and\'inter.In Soil. olruphs in for Mnrinr 1•:n%iruurnenl. Ade. Alm definitive answers. ASCEJ. lirm. nroirt /)ir. Ia1 IIItAH57•I7.1. rnbiol/iro/.6:171 199: 0. 1Ingedorn,C..E.L.McCoy,and'I'.NL Italic(I!IAI1, 17. Olkirri, 1',I'. (I!tAal, Research Ncr(la: Ilrrilth II Potential for Cround Rater Conlnrnloaliun from hoplirnli"m or linctetin and 1'nrasiles in Soil .�i Septic Tank Effluentm,J F:nriron. Quol. 10:1-A. Absorption of 1Vnatrwatrr. In: )"for, IVSV Woih- Summauy 7. Ilendricka. U.R'., F.J. foal, and O.H. Khninmr shnponHem-n r'liNrrdsRrlo(ingfn.SnilAhsnrl,finrt (1979),AdaorptionafHnclerinonSolla.IPnterrlir (ifH'o.hvrrrrr. Fort Collins. CO. H.C. Ward and I:I: Result.froln recent research indicnte that• Soil J'nlltif. 12:219.2:12, S.N1.Morrison Irds.),Not.Sci.Foundation,Rnh. l i;l bacteria are transported greater distrinces 8. iloll it.It.1).and R.n.Ko%ncs(19R 11,Art/,flrnrinr• U(•.pp.76-1112. than originally thought in course-grained (inn to Grntrrhnical Erfginrering. Prentice-Iloll, IA. Petrrson, T.U. and R.C. Ward(1987), Ilaclrrinl '!I Inc.,F,nglewood Cliffs.N.J. in('onrse Soils Hrncnth On.Sitr%%'nett r. soils. The results indicate that 4 feet(1.2 9. Kariekhoff, SAV., D.S. Hrown• and T.A. Scott water Tienlment Svslem.s.Colorado,Slatr 1'nir. ,i m) of suitable Roil Is not ade(junte to pre- (1979). Sorption of Itydrophohic Pollulnnla on Eip. Rhdion 7i•rh. Hull. No. '111R7.4. Colorado vent enteric bacteria from reaching salur- Nnlurol St•dimrnfa. 11'ofrr/lr•s. 1:1:2.11.2 IA. Sinif.tail%..Fntl Collitm CO, ated soils beneath on-site wastewater 11). ifcllrhrr it.S.nn(I Pit.Iirr tit nussrifiI1981).Slnrn. 19. Ili,), 11AU mil II.A. Criffin 119A5), Nlohility of leacllfields. (Ion Induced E.ffectnnnlincirrinlSurhireChninc• (hgrmirKokentsiivWnirrSnlirafed Soil Nlntriinls. ' lerlalica.Appt 1•.rlrironAlirrohinl 0:497.50:1. I!urirrrn (;rut 11ofrrSri. 7:2.11.247. I' Fxisting regulations for assessing the 11. Kielleherr,S..H.A.Ifuniphrcy,nod K('.Mnrshnll 21). Slulrk%', G. (IRA61. Influrnre of Soil Minrrnl suitability of Soil for on-site wastewater 119R3),Initial)'hnsraofSlnnnlion and Aelkilvof Uoll"iiis -it h1iInbolirI'rocrsscs,Growth.Adhe- ;;i systems, therefore, peed to be revised or Pricterin at Surfaces.App. Enciton. A/icrobiol. Mon. nod I:color.%of Microbes and Virusrs. In: replaced. Particle RI].e 011d d1AlrlbUtlOn 46:97A-4R.1. ( Grftrot(i,rrnoJ. "ilAfurrud.cn,IhNnftirnfOrgonirs 12. LeChe%nllier, N1.R, nod G.A. McFclrra(19A51, amllifirr,"." P.M.Ilunngoml NI.Srhnilzer(rd .), analysis andorgallic nlattercontentrltlaly- Inleracliona Hrl-een llclerolrophir Plate Count Spec.('uh,#' 17,Soil Sci.Soc.Am.,Madison,%V1, sis provide better information regarding Haclerin and Colirorm Orgnnisin4t.Appl.F,nrirnft 1)1)..1U5-.12A. !I'! bacterial retention in soil than methods Alirrobiol. 49:1138.1141. 21. Rhinebrrgrr, .1.n.r. (19A4). .Scprir-junk ,4%s- �III' 11. Linng, I.N.,J.I. Sinclair, I.U. Mallory, and N1. reins, Vol. 1.Submitfrrc Disposal of C,•plie-Tank I.I presently used. O A1•,,, ,::;I�o: r , , , ).Fate In Modrl Fco.yalemn of F.;JlfrrWv.Ihtllm.-m..t„Pub. MA. I� .I Increase Performance of Septic Ledex1ifield or StormwaterManagement ys Lr��S IT You can expect better results and greater designIna r-_<. ...��;:'.. flexibility t; ' < septic leachlield or storinwaler Infiltration system that uses the. , . ;,jt';��,:' Infiltrator engineered system. >s�t4{ .. ►f 'f ' ' ® High density molded polymer chamber, impervious to Sall, i� o.,•,,*r acid, sewage, chemicals and sunlight, easily meets H-10 I, or H-20 loading Each unit, 76" x 34" x 15" (high capacity)or 76" x 34" x 12" 4 ;F. t, 1 e-•- ;i r, /_`. standard), oilers tar • )eater Storage ca )acil and a ))rox �°'-^ a' '. 1 1�• ,I imately 500io more inliltfative surface area than found in traditional systems. ® Inspection is quicker and easier to perform, and there's no �� .'i :;.- 1 f f•� t�� . e worry over dirty gravel and gravel compaction. 1 Call or write for free brochure. f'' : '' ' SYSTEMS INC. ! 123 Elm Street• Suite 12• Old Saybrook,CT 06475 203-380-G639 Fax: 203-388-6810 i . . i, ( 200 Journal of Elivironnlentnl health Volume 51, Number 4 t SECTION - SEWAGE �`, T '3 assE:s-,D MJLr-dZOro LOT *, Z'7 i �lGt�b d�►.1� A-13�L_ 1 —SEPTIC TANK— --PUMP CWLME 1,E — (2"FOR-GE—LEACH FIesT T-Lg, F-L Me►�' p-B� WITH TEE ..8:3G..(I„tSU• - "2"OF 1�eTO 1tr" WASHED STONE PIPS P17GIf= 1'g' t�ft27T To GeAPE 1 —yL_ ( G.94 Mw. C 0T IN• v-6�X � io• ccv� MIN + I OUT• 8 \ - LO ----- -------- 5 PI M PITCH 114 flE1-D i 9 G,7 •� SEPTIC i 15,AO 6.0 TANK �.S F, �y� PE2 f6or EX\ST. ELEV. ELEV. ELEV. -_SEPTIC_ TaNK TE£.5 TO E%i ESiD TO 4. 7S Ce✓ ,17EV_ oF.74.9K SO .0 TO 18E ELEV. p;Z C i L UNDE2 MS1:40Lt= Ga,(>✓ES. Any'. wa Fe E L 7 �kf ,Iq _INLET TEL. Tr^i TEND ;A I' 13£LObt 111'JE�LT• S oUTLETT( ETOE�(Tin`�D 14" I1 ElAW tti1VEt27`, / OFi6"-2%6 L WASHED STONE- � �� \ 1•'t\E1.5 5RM4A PVMf.W1T1u 5'\• R �i CbIJGL'�r _ PVNP CWt1Y1BEFZ •r A A �' b LI WHAR-E 5 0-EQUAL CBS. W/1Tar2� TEST HOLE LOG - PUMP dLSRM K 14OL rd s �. ItilSTtaLLED If. HOVSE, �Z. P'biQ-BANK P.•E. J. T>UNN��G �.0.4}.•� f 30` /. \ TEST BY WITNESS S TEST GATE 2 � ti - $$ DESIGN 3 BEDROOM HOUSE T.H. « 3 T.H. « 2 0� ze,-IZ, -a, i _ ELEV.'l ELEV. iv0 Lobpry Q DISPOSER DISPOSER 12''-�-- -� 3 PERC RATE MINAN. } AlLG� \ io, O FLOW RATE ilax3 (GALJDAV) 33 U Ali cted SEPTIC TANK '�3 a (Ls)= q 9 S ' � ._ 0 I oc�© \ REQ'D SEPTIC TANK SIZE i �� M1=D• . p � p LEACH FACILITY SI DE WALL ": NA ( ) = G/D. \ \ S P1eoP6SEp PUMP 'lY BOTTOM G/D. T�p bPP IzoX, t1tZEb OPE><Ig T. Fuflr> cHAMMer- �1r-, 2S LvJuSTMENT TOTAL 33F a/t7 'J ILT E I Z C L+!-WELL ,L T kl- 84 �/� \ f RoP6SEn 1060 GAL_ PUq, ,FIE � EtLI�D.�/CLE.RtA SEPTIC TANK 1.3 ZoF.IE� Is ��' Gi�iSp of t�•EM�v ED .\ . boJvSZMtE>�IT -1+4' USE: ONE LEACHING I _ 9<0 0•-1 Z,g x (2 x (o DE1EP EL, !_WATER ENCOUNTERED , i' NcfT£S &a T) I _ NOTES: (UNLESS OTHERWISE NOTED) 12-. 1?-f3ox to VF_ NArEk_TEsTen 1.DATUM TAKEN FROM ds V D _.MUNICIPAL WATER oVAILARLE � OF >f.PIPE PITCH:ow,PER FOOT 14-10 j4-2.O _ � 1_DESIGN LOADING FOR ALL PRECAST UNITS:AASHO- 44 s 5.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(1)FT_ ARNE H. S.PIPE JOINTS SHALL BE MADE WATER TIGHT ZE OJALA 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. IVIL " SITE PLAN i w w' STATE ENVIRONMENTAL CODE TITLES O. 79S �`\H Of �+ r`f1'r t� t� I $.,fait, PLAI.) oroo,ep aey, 0I,LGf 4 EjJ-os.o tJ/ED Locus: 130 5 4 0 z r B E Ax {�KOP��v, uQ: srAuaj. __ A}R � �CENT>✓>�vILL� $6�KS7(LBLE MA q•y,� .I. '�0 PVv'fG Bc-,: U` -D "I0WiJS_4-0,11- o7'PIrIC grz�,r,,-V V:• REG.P ENGINEEA), ID,D1 51G,N @hIGiNEE1Z TO 1N5P1'eCS �. C<rfZT\FY s tL GONSTRUGZ I O f\• P ' v �� LC P �2 6$ 1, REF: ll."LONTebC?OeTO Y6QlI-Y i--G4T40N QF WdTET�t_1WES [,T?tME O� COt4STEUC.TieN, IF W/LT82LINF,S A.2.E Wl-r F114 XO' OF LE&CNING. EYED. down cope edgineetinB ,., fCis PREPAREDFOR: yoSEP4 SULLIVaN " "QELOC ATE 50 LS 'SO gE 10` MINIMUM, Jr- SEhtEV_ LTHr-g CROSS Wb.T5e CIVIL ENGINEERS L PIPE5 TO 13W ISO 1.•P,. PEESSU¢E GLArvS. F. LANDSURVEVORS t_IWES BOTH BOARD OF HEALTH 1. ,� ��t))�. REG. D SURVEYOR (EXISTING)- -----" pATE $A1zId5T48L� MA € YIwBi.tIIM 1° = 20' 8/z�gS CONTOURS (pROPOSED)-O-O-O-0- APPROVED 2 7•II-QJQ( �/I�j�b rj-9.8 etV # - 4 g �YI� `� Kt� IU-19-$� GATE 8 9 a h. 5.; rr SOIL TEST PIT DATA: SEPTIC TANK DETAIL: 1 , 500 GALLON W FAST DISTRIBUTION BOX DETAIL: REVISIONS INDICATES INDICATES INDICATES / . LEACHING FIELD DETAIL: NO. DATE DESCRIPTION PERC. -� OBSERVED �_ ESTIMATED NOT TO SCALE NO. OF OUTLETS: rJ TEST _ GROUND WATER SEASONAL HIGH NOT TO SCALE NOT TO SCALE 1 4-13-99 REVISE DECK & TEST PIT TP-1 GROUND WATER ADDITION NOTES: 1. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE SCHED. 40 PVC . VENT GIRD. EL. 7.2 REINFORCED CONCRETE. TEES TO BE UNDER MANHOLE COVER. 36" MAX COVER VENT ROOF THRU GW. EL. 2.7 2. S REMOVABLE 2" WALLS 0' SEPTIC TANK TO WITHSTAND H-20 LOADING 5. RECOMMENDED MANUFACTURER-ROTONDO OR 2 6-16-99 REVISE DECK A 1OYR4/3 DATE: 3. ALL PIPE CONNECTIONS AND CONCRETE APPROVED EQUAL COVER J_ NOTES: FINISHED GRADE Sandy Loam, 6/23/98 CONSTRUCTION SHALL BE WATERTIGHT. VENT ti '� ry 4 �ti y V 'y 'q J ' a 2" 1. DIST. BOX TO WITHSTAND H-10 LOADING �/v 3 7-8-99 DRIVEWAY TO AIR BLOWER UNLESS UNDER PAVEMENT DRIVES OR Friable TEST BY: 24" OCAST IRON i 6" The BSC Group, Inc. " TRAVELED WAYS WHEREIN H-20 LOADING - , • MANHOLE COVERS • . . •_•4 =F 4�VCO.Ot�' . . . . . B lOYR6/6 BROUGHT TO FINISH �% 15 SHALL APPLY. 4 PVC o+ o o+ a a+ a o+ o o+ o p�a a p�a o o+ o o+ o o+ o 0 _o_ T GRADE 80 IN. c�►tr°tPcgf qd°c gf�°a4t°�a.4t of �f°�aq�4Pc of°� ` GENERAL NOTES: Sand Loam WITNESSED BY: � ' » » � 8» g °,��• °„�,• '��• �� Sb• ��• ��. r��• 6• nErri, Y PRECAST CONCRETE �/ // 6 5-5 OUTLETS 2• PROVIDE INLET TEE OR BAFFLE WHERE o+ e+ o+ e o o+ o+ o+ o+ o e+ o+ o+ o+ o o+ e+ o+ e o J. Dunning GROUNDWATER ADJUSTMENT: 12 MIN. COVER » �� „ Friable SEPTIC TANK 12 MIN. 6 y,,,, . SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR n �° c a�c°� Y n Y °� ahPc°tP 1. THIS PLAN IS FOR DESIGN AND p, COVER 6 + ae a oe+ ' Od Od+ ee+ T / CONSTRUCTION OF THE SEWAGE 16 PERC. RATE: GROUNDWATER ADJUSTMENT BASED ON " ec ,� a a a1 a IN PUMPED SYSTEM. LEVEL BOTTOM DISPOSAL FACILITY ONLY. C 2.5YR6/3 <2 11 -o �`� b�°� �� °� '��'� ''� L_ 2» . Sand MIN./INCH MIW-29 PREVIOUSLY ACCEPTED 10'-0" FAST UNI » -� BOTTOM ON LEVEL -7 3. FIRST TWO FEET OF PIPE OUT OF DIST. 56.5 2. ALL CONSTRUCTION METHODS AND ®24 SOIL EVALUATOR PLAN FOR 112 LONG BEACH ROAD - 1 STABLE BASE 6" MIN 3/4" TO BOX TO BE LAID LEVEL MATERIALS SHALL CONFORM TO MASS. Med./Coarse " :- " »' R j PARCEL 4, MAP 206 ON FILE WITH B.O.H. 18 - �= CROSS-SECTION 1 1/2 CRUSHED PROFILE D.E.P TITLE 5 AND LOCAL BOARD Sand, Loose J. Donovan ( ) �� T 3 :� 3* STONE BASE 4. RECOMMENDED MANUFACTURER-ROTONDO 12" MIN. COVER OF HEALTH REGULATIONS. Single grained `• T �- BAFFLE OR APPROVED EQUAL. 3. ALL PIPES LOCATED UNDER PAVEMENT SOIL CLASS: INLET O .0 5-1" 5. ALL PIPE CONNECTIONS AND CONCRETE /2% MIN. FINISH GRADE 4" MIN. LOAM & SEED OR TRAVELED WAY SHALL BE SCHEDULE No mottles 5-0 4'-5" 6" DIA. 4-0 MIN. » f 40 OR EQUAL. I - � TEE - » • - 6-1 CONSTRUCTION SHALL BE WATERTIGHT. _ _ 6'-0" LIQUID 0 4. THERE ARE NO KNOWN PRIVATE WELLS 3d MAXIMUM LOCATED WITHIN 150 FT. OF THE "T ORIFICE -. 6. FILL ALL UNUSED KNOCKOUTS � 1s' MIN PROPOSED LEACHING FACILITY NOR @62„ L.T.A.R. 24" MIN.-: DEPTH OTEEEET r o o+ c o 0 0 ANY KNOWN WELLS PROPOSED WITHIN 0.74 G.P.D./SQ.FT. �. 30 1 2" ,,� �� MN. d / 15 1/2 ,eQ+� �� A+ e ' 2" MIN. OF 1/8" TO 150' OF ANY KNOWN LEACHING FACILITY. 6' O Q "Sr�l 'XQ/ O " :-�'��=.. �.i�•:r!``.::::`�="`:'•"�:�: ��`: ::� F '� <bw 1/2 WASHED STONE d e+ agopw a iG}ra �p .q� 5. WITHIN LIMIT OF EXCAVATION REMOVE e 8t BOTTOM ON LEVEL STABLE BASE 6» PRECAST DIST. i�7�C�/ � ^7�C � �7/ �'/iX.� ALL TOPSOIL, SUBSOIL AND OTHER 96" PLAN VIEW 6" MIN. 3/4" TO ��/ �'/� ��// may/j�� BOX 3/4" TO TONE DOUBLE ' 3' 3' 1' IMPERVIOUS MATERIAL WASHED STONE (NO FINES) TYP 6. REPLACE WITH CLEAN WASHED SAND 1 1/2 STONE CROSS-SECTION VIEW PLAN VIEW - CROSS-SECTION OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING DATUM: SIEVE ANALYSIS: - ` \ 10% (MAX) BY WT. SHALL INVERT ELEVATIONS: PASS No. 50 SIEVE VERTICAL DATUM: N.G:V.D. ` \ <10 OF No. 4 SIEVE SHALL "\ \ PASS No. 100 BENCH MARK USED: T.B.M. GAS GATE ELEV.-6.87 T,e �� FINISHED FIRST FLOOR 12.0 <5 % OF No. 4 SIEVE SHALL �"`•••.. \ PASS No. 200 `- 4" INVERT AT BUILDING 9.15 UNIFORMITY COEFFICIENT ® No. 4 (p�ec� \ \ 4"� INVERT AT SEPTIC TANK (IN) 8.30 7. ExfSIEVE ur1u71Es WHERE SHOWN PROFILE. NOT TO SCALE see r T Cy \ 4 INVERT AT SEPTIC TANK (OUT) 8.05 IN THE DRAWINGS ARE APPROXIMATE. EL=11.5 fiilll SD \CORD pp/NO s � ) 1�0 `' -\ 4" INVERT AT DIST. BOX (IN) 7.87 THE CONTRACTOR SHALL BE RESPON- TOP FOUNDATION FIRST PIPE LENGTH - _ C::;::,'P'd�:, \ stoop �� * SIBLE FOR PROPERLY LOCATING AND MANHOLES & COVERS AS REQUIRED TO BE SET,LEVEL _ \� 'c 4 INVERT AT DIST. BOX (OUT) 7.70 COORDINATING THE PROPOSED CON- EL=11.0 (BRING TO FINISH GRADE) FOR MIN. 2 ` �� ,9 � �� ,�.,, i;;;�, � •\ „� \ STRUCTION ACTIVITY WITH DIG-SAFE AND THE c 2" MIN.- 4 LITY EL•=1O•C f '1'Q` �`* -� \�00. *SEE DISTRIBUTION BOX NOTE 3. COMPANY AND IMAIINTANCABLE I1NG THE 4 PVC (PERF) EXISTING UTILITY SYSTEM IN SERVICE. 4" PVC// mG� �°'� ' \� \� \mac INVERTS AT LEACHING FACILITY: DIG-SAFE SHALL BE NOTIFIED PER a' SCH 402 4" PVC SCH 4 � 2"-1/8"-3 8" DOUBLE WASHED STONE .c� S �0� `., W\ \qN� ►� THE STATE OF MASSACHUSETTs ^t`\ 6' �°ROP \S e 4 INVERT AT BEGINNING * STATUTE CHAPTER 82 SECTION 409 FAST �'....,....•,.•, � �" S` \ i:'.;i��,i„ UNIT /4"-1 1/2" DOUBLE WASHED STONE ` - w r,''' R(/Sy OSEO „„ \ ,c�, OF LEACHING TRENCH 7.62 AT TEL 1-888-344-7233. THE I11= 15 1=8.05 7.8 " '"""°° . "" '' $' FO 8 "'.. \" CiQ ENGINEER DOES NOT GUARANTEE - 8.30 I=7.62 1=7.40 "'.,,!i,...' r' \ STONE /OF Fk/s ` \ \ 4 INVERT AT END THEIR ACCURACY OR THAT ALL o_ 5 OUTLET 1=7.70 0 , ` ,'r ` ' \ R/ Ejr/ 8 To e�NG' \ \ OF LEACHING TRENCH 7.40 UTILITIES AND SUBSURFACE STRUCTURES rs_ DIST. BOX I - . '" dl'C;:cl r ' ..,,,, � T G )- Sn F q R/ ARE SHOWN. LOCATIONS AND 1500 GALLON (P) ;o BOTTOM EL-6.9 R = 22.35 " Op w 0 e NG S eqN I�'�9 �., ELEVATIONS OF UNDERGROUND UTILITIES F RFMFnc PRECAST CONCRETE " !I! F ,QF oo Y ELEVATION AT BOTTOM SEPTIC TANK L = 41.59' .•••.,, NFL TAKEN FROM RECORD PLANS. THE W/ FAST HIGH WATER EL.=1.9 ,,'O 9$ NF oI�O SyS�M TROpO OF LEACHING TRENCH 6'9 CONTRACTOR SHALL VERIFY SIZE, \ '1 OA S LOCATION AND INVERTS OF UTILITIES RELOCATED SHOWER \ �3' p/cy E��O 9R ESTIMATED GROUNDWATER AND STRUCTURES AS REQUIRED PRIOR O O� • • �''''"'''^��; \ -8.?Fgk0UT • ELEVATION 1.9 TO THE START OF CONSTRUCTION. VARIANCES REQUESTED APPROVED MARCH 26 1999. V i� ! " " " I:R:;.. � �YNS/TY 6 Q i3UILDING LINE 283f S.F. i 4 9 >'fi �FNE OT F�'gRR/ 8. THIS SYSTEM IS NOT DESIGNED FOR • TO BE REMOVED j I - R P l \ ONF SyE FV EfT THE USE LOCAL. BOARD OF HEALTH REGULATIONS: 41 �\ I r ,j `� �h :, �5 8;,;.','. ., /0 \ SF'gGF�p/(/N \S A GARBAGEFGRINDERISENOTNDER. k. \ ✓ �' RECOMMENDED DUE TO RECOGNIZED i. rRu�l PART vul, �tL fluN 10.00 PARAGRAPH 1.13 NO ON-SITE SEWAGE DISPOSAL - EXISTING ENCROACHMENT .___._ _ �; � I ,f� � �.._ fig'.._. . � � DESIGN CRITERIA. ADVERSE IMPACTS TO THE LEACHING o ,� ,. w SYSTEM LEACHING FACILITY WITHIN 100 FT. OF ANY WATERCOURSE UNLESS S � r �, 2 / O q' __ ,�ACILI1�: .\ 36f S.F. TO REMOVED ` `' I„F Fkk DESIGN FLOW. IL CAS,/. ... .. . OTHERWISE SPECIFIED BY THE BOARD OF HEALTH. LEACHING FIELD IS 50 ` v r''":;;,!.,,.i, ST �.�jN S qG qlp! 1,,;r; �/ ! ' p oRy c ,,� FF ' '.•. ••,-, .'. 3• a''c�;�":: ' 4 BEDROOMS AT 110 G.P.B./D 440 G.P.D. FROM TOP OF DUNE. ' 3 . ''f o S� S w �I. 100-6 �' EXISTNG DECK zo / egsge e��UC�rF`jING�0 ,r ,�' _ /r 2. FROM PART VIII, SECTION 1.1 PARAGRAPH 1.14 REQUIRING 0.75 GPD WHEN LEACHING 439' TO BE REMOVED v o 'yN F�0/ CRF q •J4 S FACILITY IS LESS THAN 14 FEET FROM MAXIMUM ADJUSTED GROUNDWATER. • • T, F N N� N R """ 0�9 0 ED S �/ `\ k ''� PO�S�O OF pOVS N� 38 UrS/O > /49 p�C 4 ` .Ok : :::::::::," 310 CMR 15.000 THE STATE ENVIRONMENTAL CODE, TITLE 5: '` �;- oR� '°os �R RFC ?Cq S.FF ` 'rs ~ pVC . ;;;;;;...,° REQUIRED SEPTIC TANK: S � ti ONS FO e ST SOUS ( ON /'' S ;::i' ,•,II ,,'ay, 440 X 200% _ 880 GAL. O/� '4S 00 OC S .: The BSC Grou , Inc. 1. FROM SECTION 15.211(1): SETBACKS - IT IS REQUESTED THAT THE MINIMUM �+ f FjRSFMENrREZ", )7 H� �<�' �s SEPTIC TANK PROVIDED: - 1500 GAL. Group , Inc. DISTANCE FOR THE SOIL ABSORPTION SYSTEM FROM THE PROPERTY �, `` , ' • �` ' 4 1 T/L'�OOFj� ��r3$ ` / p p I LINE AND BUILDING BE REDUCED AS SHOWN ON THE PLAN. \ �1 I I, \ "-w -` '�,, R r0• S$. • S qe T NO osF ' `� ' • RFM 9q M �. r �9• Q k �$o SIZE OF LEACHING FACILITY REQUIRED: 2. FROM SECTION 15.211(1). SETBACKS - IT IS REQUESTED THAT THE MINIMUM . , f r q/N NT ;!pl "any F 0 G • I.. \� r f qST qC. 293 WASHINGTON STREET SETBACK DISTANCE FOR THE SEPTIC TANK FROM THE BUILDING ' , '� "'" ,�; G ' .' p (/ SEp DESIGN PERC. RATE: <2 MIN./ INCH BE REDUCED AS SHOWN ON THE PLAN. - 100'S I "'�"' " '� ,• �'R�NT ' '' T C NORWEL , / n L MA 02061 �•, (/ R LONG TERM APPL. RATE 0.74 O q G.P.D/S.F. 3. FROM SECTION 15.211 1 : SETBACKS - IT IS REQUESTED THAT THE MINIMUM `ti, gyp ` �� OF �' 9 N�S� 440 .P.D. 0.74 G.P.D. S.F.= 595S.F. (781) 659-7981 SETBACK DISTANCE FOR THE LEACHING FIELD TO THE WATER MAIN BE �1I1. � • • ''�t4 5 'mow , 6F RF `�`` 8 �tN 6U � ®25% REDUCTION TO BETTER MEET M C/ T �' = REDUCED AS SHOWN ON THE PLAN. "� " / � - 100-6 • OVFO cro2 NF SETBACKS - 447 S.F. ��_ ♦ PROJECT TITLE: REQUESTED THAT THE DISPOSAL AREA,- �`�4 e�OH'F 4. FROM DISPOSAL AREA REQUIREMENTS IT IS o , �' \� � � ,! RFMO R V SIZE OF LEACHING FACILITY PROVIDED: BE REDUCED BY 25% IN ACCORDANCE WITH SECTION 15.403. \F \ `` \ �`\ qS 6 UNDER yob USE A 8' X 56.5' LEACHING FIELD SEWAGE DISPOSAL HOC 8' X 56.5' = 452 S.F. 09 " �� • `�` • o quo 452 S.F. PROVICD DED > 447 S.F. REQUIRED SYSTEM REPAIR CD SPECIFICATIONS FOR THE SMITH & LOVELESS l \ 'A`•I `. \ T cn "FAST" TREATMENT SYSTEM '. �', 0-3 �'� ''` �` 0,� rn� /S/fCIP 1 ftr--5 7�/�x 44 452 S.F. x 0.97 GPD/SF = 440 GPD y �1111, GENERAL: The Contractor shall furnish and install one (1) single home "FAST" 1 ` �,� 7 it VARIANCE FROM SECTION 1.14 N APPLICATION treatments system complete with of eth ene enclosure, PVC filter media, blower • . 130 SHORT BEACH RD. ys p p y yl � !� � �S � .\ `"'�•... �� RATE 0.97 GPD < 0.75 GPD SF c assembly, draft tube assembly, sidestream attachment for recycle, discharge line '� ws • , assembly, controls, alarms, ventilation system, and all other appurtenances required for �� `- BARN STABLE m proper installation and operation. ..�y"y - p O S `\ 100-4 8 Cif '��° `� \ M ASSACH U SETTS ,... tih,l,..r•.. - i�, , ,� _� TREATMENT SYSTEM: The system shall be a single home FAST treatment system • ' with a rated hydraulic capacity of up to 1350 GPD as manufactured by Scienco/Fast of I �0 6 0 • . CD St. Louis, MO, equipped with waste recycle back to the settlingzone of the septic tank �,' .� 1 �, I SFpy N F F Sq `` ' ` •� g LOCUS PLAN: NO SCALE "OF73 ,'�. for DENITRIFICATION. .a.�f MgRs ?°� DAVID J. cy� LID CONTROLS: Controls for the system shall be mounted in a NEMA 1 enclosure located 0'� Z ' - N TR'� `��I' \ CRI CAAL IN y M within the basement of the residential dwelling, as noted on the plans, and shall be as ��`N. •' w �' ' ```� `1 0 /O/ No.s2i�2 , .......... CID N detailed on the plans. i ,� - �� \ OFF 00-2 2 I NALENG CO . m l ,f , Off. The alarm system shall consist of visual and audible alarms to indicate failure of the o �� .\ \1�1 NF \ 9 v blower assembly. The visual system consisting of both visual and audible alarms shall ! �,�. .. �j�l, \ PREPARED FOR: ?-7- �9 be wired into the system control. The location of these alarms shall be approved by the ��".� N/ RICHARD C. ANIDERSON �- `', ' `� �.� JOSEP'H W. SULLIVAN o Owner and the Engineer. Each audible alarm shall be equipped with a silence switch for ,�.�',' ,yam R manual silencing of the alarm horn. �? 200-4 `\ 100-1 c�� R`� BUILDING 2, APT. 307 Ra. m 859 E. JEFFREY STREET CD "FASTTM" CHAMBER: The "FAST" system shall be situated in the septic tank of the - r cE �- cN F MEAN LOW WATER OF eEP 9 BOCA RATON, FL 33431 system, as shown on the drawings and specified herein. The "FAST" system and :r•�,.� f S �I OR 3 se tic tank shall be delivered to the site as one unit. The Contractor shall provide (ELEV.=-1.5) , ° q�T \ ASSESSORS MAP 206 SN _CDP ,� P - Mq '�• `1�1� PARCEL 106 DATE: JANUARY 11, 1999 coordination between the FASTTM system and septic tank suppliers with regards to - ,r`f RSN - N F fabrication of the septic tank, installation of the FASTTM system, and delivery to the EBB /} _ STEPHEN N. & TIDAL IN�T D COMP. DESIGN: S. TURNER site. - , JANE F. WOELFEL ONG BEp,CH go ND Locus CHECK: J. BURKE / N. HAYES PLAN VIEW DRAWN: S. TURNER CD CID FIELD: MAM/GPH FI_ooD SCALE: 1" = 10 FEET 200-5 o�Na FILE NO. 0716-SEPA.DWG . %f 0 5 10 20 FT, NPN�cK�� S DWG N0. 4043-16 JOB NO. 4-0716.00 SHEET 1 OF 1 4043-16 C SOIL TEST PIT DATA: SEPTIC TANK DETAIL: 1 ,500 GALLON w FAST DISTRIBUTION BOX DETAIL: REVISIONS NXI INDICATES INDICATES INDICATES / LEACHING FIELD DETAIL: NO. DATE DESCRIPTION PERC. y OBSERVED �_- ESTIMATED NOT TO SCALE NO. OF OUTLETS: 5 TP-1 TEST - GROUND WATER SEASONAL HIGH NOT TO SCALE NOT TO SCALE TEST PIT VENT GRID. EL. 7.2 REINFORCED CONCRETE. TEES TO BE UNDER MANHOLE COVER. 36" MAX COVER THRU NOTES: 1. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE SCHED. 40 PVC .T ROOF . . . NK O WITHSTAND -20 LOADING 5. RECOMMENDED MANUFACTURER-ROTONDO OR REMOVABLE 2" WALLS Q' GW EL 2.7 2 SEPTIC TAW H AN � ' A 1OYR4/3 DATE: 3. ALL PIPE CONNECTIONS AND CONCRETE APPROVED EQUAL. COVER NOTES: FINISHED GRADE 6/23/98 CONSTRUCTION SHALL BE WATERTIGHT. VENT q%L''��r{+''��"'`' �''yJ''`� 2" 1. DIST. BOX TO WITHSTAND H-10 LOADING Sandy Loam, TO AIR BLOWER T / . Friable TEST BY: UNLESS UNDER PAVEMENT, DRIVES OR 24" ofCAST IRON 6 The BSC Group, Inc. " TRAVELED WAYS WHEREW H-20 LOADING 4 PVC • • • •=•4 �F �i 4=C=O.0= MANHOLE COVERS SHALL APPLY. B 10YR6/6 P BROUGHT TO FINISH 15 ° ° ° ° ° ° ° ° GENERA NOTES:Sand Loam, WITNESSED BY: GRADE. 8o MIN. » A 8" a°rt��°tf��P�.,,��a:�t��° ��;�f��:�t,��gt��agf, �cta� 6,n�,T„ L 0 ES: Y PRECAST CONCRETE // ///� /( " 6 5-5 OUTLETS .. 2. PROVIDE INLET TEE OR BAFFLE WHERE Friable J. Dunning GROUNDWATER ADJUSTMENT: " 12 MIN. COVER » o Apo♦ o o o , ° po , , o o °�o° ° o o o ° o „ SEPTIC TANK 12 MIN. 6 .y,,.,�.r, - SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR �a d°a�°a d' �a�aod' �/ 1. THIS PLAN IS FOR DESIGN AND COVER 6 o o ° ° T IN PUMPED SYSTEM. '� / CONSTRUCTION- OF THE SEWAGE 16 PERC. RATE: GROUNDWATER ADJUSTMENT BASED ON 11 _p a rP �b "`�, a �b a C 2.5YR6/3 �2 _ � '�,°ao Q,°4o�, g,�o,�� °eo�,+oq, � LEVEL BOTTOM DISPOSAL FACILITY ONLY. MIN. INCH MIW-29 PREVIOUSLY ACCEPTED b " Sand / 10'-p" � FAST UNI » -�. �� BOTTOM ON LEVEL � 3. FIRST TWO FEET OF PIPE OUT OF DIST. r 56.5' 2. ALL CONSTRUCTION METHODS AND Med./Coarse ®24" SOIL EVALUATOR PLAN FOR 112 LONG BEACH ROAD 11 STABLE BASE s" MIN. 3/4" TO BOX TO BE LAID LEVEL. MATERIALS SHALL CONFORM TO MASS. J. Donovan PARCEL 4, MAP- 206 ON FILE WITH B.O.H. 18" � = CROSS-SECTION 1 1/2 CRUSHED PROFILE D.E.P TITLE 5 AND LOCAL BOARD Sand, Loose ( ) :•` T _� : STONE BASE 4. RECOMMENDED MANUFACTURER-ROTONDO OF HEALTH REGULATIONS Single grained �. T BAFFLE 3" 12" MIN. COVER 3. ALL PIPES LOCATED UNDER PAVEMENT � a 6" WIDE OR APPROVED EQUAL. No mottles SOIL CLASS: INLET O 5'-1» 5. ALL PIPE CONNECTIONS AND CONCRETE 2% MIN. FINISH GRADE 4" MIN. LOAM & SEED OR TRAVELED WAY SHALL BE SCHEDULE I - 5'-0" on " „TEE 4'-0"MIN. 6'-1" 40 OR EQUAL. CONSTRUCTION SHALL BE WATERTIGHT. 61- ORIFICE LIQUID 6. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 311 MAXIMUM 4: THERE ARE No KiVOWI�t PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE DEPTH 15' MIN L.T.A.R. - - OUTLET @62" 0.74 G.P. FT 24" MIN. :- TEE " T PROPOSED LEACHING FACILITY NOR D /SQ . 12" =:= 30 :� �- 1/2 15 1/2" pro u o o� o 0 � �.goANY KNOWN WELLS MIN °�� o +e o ° , yam a'P p� ' N• 150' OF ANY KNOWN LEACHING GVF FACILITY. • (�• �i:� 0 11` a �aa 4P4iG% o, o po a 2 MI 0 1 8 TO -•� ..e � r 4r b ,c°P<b� t/2 WASHED STONE ��°6PAd♦ o�� ovr o o a PRECAST DIST, 4�- 5. WITHIN LIMIT OF EXCAVATION REMOVE a 8$ a BOTTOM ON LEVEL STABLE BASE 6" » i�7/ J'/ � ALL TOPSOIL SUBSOIL AND OTHER " BOX 3/4 TO 1-1/2 DOUBLE //C� �6� / �/ � ' 96" PLAN VIEW 6" MIN. 3/4" TO ��/ty/� U'C//��'/�� WASHED STONE (NO FINES) 1' 3' 3' 1' IMPERVIOUS MATERIAL 1 1/2" STONE CROSS-SECTION VIEW TYP _6_ REPLACE_WITH CLEAN WASHED_SAND_ _ PLAN VIEW CROSS-SECTION OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING DATUM: - - - - � .... . SIEVE ANALYSIS: VERTICAL A N V - - SIEVE \ \ 10% (MAX).BY WT. SHALL DATUM:M: .G. .D. INVERT ELEVATIONS: CIO % OF No.PASS No. 04 SIEVE SHALL PASS No. 100 BENCH MARK USED.. T.B.M. GAS GATE ELEV.=6.87 �. �, FINISHED FIRST FLOOR 12.0 <5 % OF No. 4 SIEVE SHALL f M, Q \\ PASS No. 200 S ' 4" INVERT AT BUILDING 9.15 �%q �j \ UNIFORMITY COEFFICIENT 0 No. 4 PROFILE: NOT TO SCALE- \ :,' 4. 6 '. �•,, 4" INVERT AT SEPTIC TANK (IN) 8.30 SIEVE </ so » 7. EXISTING UTILITIES WHERE SHOWN 8� }; ' 4 .� 4 INVERT A T SEPTIC TANK (OUT) 8.05 IN THE DRAWINGS ARE APPROXIMATE. I � EL- 11.5 al' s4;� k�OF) 0 \ 4" INVERT AT DIST. BOX (IN) 7.87 THE CONTRACTOR SHALL BE RESPON- TOP FOUNDATION FIRST PIPE LENGTH ... ';.. " _._._ � "'~•-. -�,� -•'... SIBLE FOR PROPERLY LOCATING AND MANHOLES & COVERS AS REQUIRED TO BE SET LEVEL - L � \ 4" INVERT AT DIST. BOX (OUT) * 7.70 COORDINATING THE PROPOSED CON- EL=11.0 (BRING TO FINISH GRADE) FOR MIN. 2' ;:` ' +s 1 �, \ STRUCTION ACTIVITY WITH DIG-SAFE " EL.=10.0 I 9y` W� 4 ' CO qpp/ *SEE DISTRIBUTION BOX NOTE 3. AND THE APPLICABLE UTILITY 2 MIN. O k `` D , 4" PVC (PERF) tS� \ Rp N� ,,,t \ O COMPANY AND MAINTAINING THE ° [V STo S�F i EXISTING UTILITY SYSTEM IN SERVICE. 4 BG\ �, p F` \ INVERTS AT LEACHING FACILITY: SCH 4 40 2--1/8--3/8" DOUBLE WASHED STONE I 4 PVC SCH 40 �•� 'n �" '" , �•Q DIG-SAFE SHALL BE NOTIFIED PER - 4" ' �F`\ E` s 6' ,.""`t ``' \ NHS 4" INVERT AT BEGINNING THE STATE OF MASSACHUSETTS :: UNIT /4"-1 1/2" DOUBLE WASHED STONE + ''r \ STATUTE CHAPTER 82, SEC110N 409 =9.15 I=8 - - � � `� TRENCH.. ........ S .� ��,�F OF LEACHING TR * 7.62 AT TEL 1 888 344-7233 THE z . ENGINEER DOES NOT GUARANTEE I=7.62 � I=7.40 " �'` =8.3o t F 4£�/ \ INVERT AT END THEIR ACCURACY OR THAT ALL 5 OUTLET I=7.70 0 ��' w.. ` yy� i; Fkis To BENo o \ OF LEACHING TRENCH 7.40 UTILITIES AND SUBSURFACE STRUCTURES �`�•= DIST. BOX I R/ 1500 GALLON (P) in BOTTOM EL.=6.9 R = 22.35' (tF r TO nNG� 'q&. VF{�r ARE SHOWN. LOCA110NS AND PRECAST PTIC CONCRETE-ANK L = 4fi.5 8F 'QFSFpnC NOONF Y \ ELEVATIONS OF UNDERGROUND UTILITIES ELEVATION AT BOTTOM W/ FAST HIGH WATER EL.=1.9 MO S CONTRACTOR SHALL VERTAKEN FROM RECORD IFY SIZE, 8 i'£0 YS M �RopO OF LEACHING TRENCH 6.9 Op OS LOCATION AND INVERTS OF UTILITIES 2 RELOCATED SHOWER 2� til/j�.` {' �3' f t7 ., o/Gy ��£�0 9RF ESTIMATED GROUNDWATER AND STRUCTURES AS REQUIRED PRIOR VARIANCES REQUESTED µ "� I, j�£NS% 2 k ELEVATION TO THE START OF coNSTRUCTION BUILDING LINE I ' q 1.9 283f S.F. TO BE REMOVEDpFNF 8. THIS SYSTEM IS NOT DESIGNED FOR t T Op0 NF N£ V, R • L f�,r` %' p S S FT �S THE USE OF A GARBAGE GRINDER. LOCAL BOARD OF HEALTH R-EGULATIONS: ^•. .. /p ": ':.. , /o Fq p/ � \ J ' I „��° �' '� �,r 'fr`f{r° � ,,{�, ' �� F -... $^ ..'. . . . � CFO �`/NC A GARBAGE GRINDER-.Ics. NOT - , EXISTING ENCROACHMENT ' '`' L „• '� �r ,r'r• . i s' r` �`r ,! r Ss - �1 .+S m t a ,; ::.:ANT DESIGN CRITERIA• RECOMMENDED DUE TO RECOGNIZED 1. FROM PART VIII, SECTION 10.00 PARAGRAPH 1.13 NO ON-SITE SEWAGE DISPOSAL -__36f S.F. TO BE REMOVED /-'` F o �� °f IMI,, ' ' ' sS'' Ty S, ADVERSE IMPACTS TO THE LEACHING J s / QF qC � tr FACILITY. SYSTEM LEACHING FACILITY WITHIN 100 FT. OF ANY WATERCOURSE UNLESS °'" �" N r° fr' t° \ I �' tF r °r� fix_ y�N w DESIGN FLOW: OTHERWISE SPECIFIED BY THE BOARD OF HEALTH: LEACHING FIELD- IS 50' �' : q ..• G'' • � s r Fki q F/F q 13 FROM TOP OF DUNE. II • • 0 N ST STj G 4 BEDROOMS AT 110 G.P.B./D 440 G.P.D. 3 f �q 0 Ry 100-6 �'' f ^ H 6 9 S 71 I�C(I �00 �P S 1/ p ilir, 2. FROM PART Vill, SECTION 1.1 PARAGRAPH 1.14 REQUIRING 0.75 GPD WHEN LEACHING -„'' �` ��` qS,t,! 9U UC F� NG Rop ;�a • FACILITY IS LESS THAN 14 FEET FROM MAXIMUM ADJUSTED GROUNDWATER. •` , o -v NFL NO q ' d� 4„ xSFO • �, i Y ;: ~ : .. �� Fq 0/ '� RF4 fr 1 p `FO 310 CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5: \ 4"`" ~'4� `"'�, rlr = .r '``f Ro T oF,o SF F �S3 U Si �F,'' !�9 r o y p� r'"...p., ^ REQUIRED SEPTIC TANK: e ,' r'° " 8 S � 1 ! O V • �7 , .,..,.,~ f OSF RF £ ,�irf fr f l'I.. % - ,.� .,..,.~,�, �,, ,�- w„�..:,•w.. •w. ....,�...... "�"r, �a° ,•,' pR0p l? �0 C'4 t1 S•F ` s S , 3 ` I I °. 440 X 200 - 880 _ GAL. 1. FROM SECTION 15.211 1 : SETBACKS - IT IS REQUESTED THAT THE MINIMUM \ "°, 1 " " " r �� oSF FIRSTUS L oN 7'. ° ' ° O "" t.,' I `.; = 1500 The BSC Group, Inc. .: .. .,,,* ,.° i 0 0 SEPTIC TANK PROVIDED: GAL. w :. - ... � •4. SETBACK DISTANCE FOR THE SOIL ABSORPTION SYSTEM FROM THE PROPERTY k 4 . -~... ~- ~~~A �'f egsFM�ooR gnoN r ` °"` p ?, 'w. A w -. LINE AND BUILDING BE REDUCEa AS SHOWN ON THE PLAN: Vol- •..~ ... ° °° NT FCF S 9 Rop �1�l. ,. \ N_47 ... , ..... ....�; ... r F F �� OS _ 2. FROM SECTION 15.211 1 : SETBACKS IT IS REQUESTED THAT THE MINIMUM ".. "°,,ti "~~ ' �" w'' r ,q... `....,. :. ';; '.;,•,: 6 0 Miy I I ij'/ 0 SIZE OF LEACHING FACILITY REQUIRED: ,e,.. SETBACK DISTANCE FOR THE SEPTIC TANK FROM THE BUILDING �� . ,,, ..,� , T9 ,T.... n y., rf' y qST q�. 293 WASHINGTON STREET �'o ~-.....•.,.;,.•.... � ��., •.... ' , ,��..... ° ,.. r 2 , k� � 3�' 0�^^-'',...' S£A DESIGN PERC. RATE: ./ NCH BE REDUCED AS SHOWN ON THE PLAN: ti 100-5 + F we' "' :-r �4 � w �' r tw `� - N/T T/ NORWELL, MA 02061 .� 4w°" � .•,,..-'S (! MIN t " �.. f � LONG TERM APP 0.74 / r�.. .: '.... n 'Ad ,~.. r' r rI i�, C L. RATE G.P.D S.F. 3. FROM SECTION 15.211 1 : SETBACKS - IT IS REQUESTED THAT THE MINIMUM Sip`' - " .`" ~'` ' -� `� W `, d r E ` 9 -'' gti0 _ _ O � � S i �, ..;~�.. /' r°' � '` ' '�'I I • .. 81 659 7981 H LEACHING I THE war I �' .p � - .. '�� '.., °. ,, , ::,; ,,!!� S� 440 G.P.D.f 0.74 G.P.D.fS.F.- 595 S.F. (7 )� I '� .,, tit .,, ., w..,,,,,,'^' e.. d "° F �I �I I,�!I SETBACK DISTANCE FORTE LE CH G FIELD TO E ER MAN BE \ ��I, �p ` 5 -^'" j : g ,c�� @25% REDUCTION TO BETTER MEET ` - �1�I. � REDUCED AS SHOWN ON THE PLAN. 1 - P,y .~ ..., o • �..,...... ;r 'Q = S.F. �. 100-6 SEC} f ., a , h :: e o SETBACKS 447 "`� •�g � �'``" � I ! �'"„„� ♦ PROJECT TITLE: '. li C 4. FROM DISPOSAL AREA REQUIREMENTS-IT IS REQUESTED THAT THE DISPOSAL AREA F`', \ k i r4''I . '`� p �/£MOTF /!VF �c • :"°` I "," q5 s °�„ '" ° ~ RO NOF SC SIZE OF LEACHING FACILITY PROVIDED: BE REDUCED- BY 25X IN ACCORDANCE WITH SECTION-' 15.403, y ,�`. � "'`k, � o,� �` �� % tQ ATED DOCK w5/., t � '6 `~ �,, 0£ OS � �S R C USE A 8' X 56.5' LEACHING FIELD C 'FF �v SWAGE DISPOSAL w.x � OC �0 X 8 56.5 452 S.F. SPECIFICATIONS FOR THE SMITH & LOVELESS _ 9� - �, I ' • = � 4 '` A " � w �' �� 452 S.F. PRONTO > 44 REQUIRED - SYSTEMREPAIR F ,� 0-3 0 _ "FAST" TREATMENT SYSTEM I . �. w{.� Y p. . - . .:;� 4GPD/SF7-S440 GPD / r �,� F w rn� ' 52 S.F. x 0.9 7 m i4 ''�,.,`9J.•. '' ' M 105 a.: V/�IT �,{ ts � "'� c `;;,� " 6^'�q „^'•'' s� � 't,,t�'�„•,, , o , GENERAL: The Contractor shall furnish and install one (1) single home "FAST" �1�1� 1 ,4' \� OF 1 �- ; ,+ VOR k'„ k q s{ ' VARIANCE FROM SECTION 1.14 N APPLICATION 130 SHORT BEACH RD. treatment system complete with polyethylene enclosure, PVC filter media, blower � � I �''4. " ..w A. c G '` RATE 0.97 GPD < 0.75 GPD SF m assembly, draft tube assembly, sidestream attachment for recycle, discharge line �I "~` CD assembly, controls, alarms, ventilation system, and all other appurtenances required for ASSESSOR S'h`ti,MAP 20� "' ''•u ir •.• .-' 100-4 \ BARN STABLE proper installation and operations • �'�' �°°° �� PARCEL �27 • ."'. °" _� S CH U SE TTS- TREATMENT SYSTEM: The system shall be a single home "FAST" treatment system "� a ""°'"�� "°I""�"°°" 89� 00± S:" FOG y.., 500 S.F. WILDLIFE HABITAT ;. with a rated hydraulic capacity of up to 1350 GPD as manufactured by Scienco/Fast of °" ° N F `1�I F op • • y°-~,, w IN E °°M4 ",".• ENHANCEMENTCLUDING TH m St. Louis, MO, equipped with waste recycle back- to the settling zone of the septic tank ,"�"��°° r `1,, / SgCT� '` M •,.y FOLLOWING 5 ON CENTER: LOCUS PLAN: NO SCALE �� o •N,c" L I OSEPH W. SULLIVAN TR M,gRS 100-5',,, $ 1. Mica pensylvanicaF I ,s. woo, A for DENITRIFICATION. i , r �, N� l \ \�1, N 2. Pinus thunbergl Cu CONTROLS: Controls for the system shall be mounted in a NEMA 1 enclosure located R 2 ' . ' • • . 3. Prunus maritima within the basement of the residential dwelling, as noted on the plans, and shalt be as j �,,. \4. Ammophila breviligulata p DATE: cn detailed on the plans - roF • N I � �1 4 ' ,� I, of\` 1`0Q_2 \ O IAUTHORIZATION" . The alarm system shall consist of Visual and audible alarms to indicate failure of the . �� 6 `` O�NF 9 a blower assembly. The visual system consisting of both visual and audible alarms shall v 1 ii �1I1. �r PREPARED FOR: be wired into the system control. The location of these alarms shall be approved by the r` - " Owner and the Engineer. Each audible alarm shall be equipped with a silence switch for I•`��' ' �\ �.p JOSEPH W. SULLIVAN manual silencingof the alarm horn. �` ,., � • • 100-1 BUILDING 2, APT. 307 c °' "FAST" cEN Ro. F 859 E. JEFFREY STREET CD FASTTM CHAMBER: The FAST system shall be situated in the septic tank of the system, as shown on the drawings and specified herein. The "FAST" system and •�� MEAN LOW WATER GF OF -� g�PCN �F9� BOCA RATON, FL 33431 septic tank shall be delivered to the site as one unit. The Contractor shall provide (ELEv.=-1.5') SgCT �! ASSESSORS MAP 206 SNpR 3-1 coordination between the "FASTTM" system and septic tank suppliers with regards to 'yq,4 ��I, PARCEL 106 �� of DATE: JANUARY 11, 1999 Y P PP 9 - Sy - N/F o�� cc fabrication of the septic tank, installation of the "FASTTM" system, and delivery to the EBB - �•� RI INLET COMP. DESIGN: S. TURNER \. STEPHEN N. & 3 s. 11oA / CD site_ _ JANE F. WOELFEL I CHAP AN G BEACH ROAD Locus CHECK: J. BURKE / N. HAYES PLAN VIEW �� a L�" DRAWN: S. TURNER far FLOOD SCALE: 1' = 10 FEET A EEN �e FIELD: MAM/GPH 200-5 ✓ ''� c SOVNo FILE N0. 0716-SEPA.DWG 0 5 10 '' 20 FT, 8/ /999 NAN�cKE DWG N 0. 4043-14 SHEET 1 OF 1 a JOB NO. 4-0716.00 sc-. .. -- -_-- - - _ _.. . ' D _" n l I l�l C L V D ►mot_Cl C)E G K f } \ ° zs�x • r K Nit I Ej Fj I I I s (�' � �G�:Ti-! � __ _. I � C,. `-y I t��►G1-�Ic'��J j ; I - -- � vtxx V-Em ov ram; I � t-►c,u�q ' I 14 Ll t u - LE - G . t Y� I . SCALE: DRAWN BY 7 l.,, I APPROVED BY:(/ .r. ;'._/ 7 i4:�) DATE: �._ _ / --, REVISED '" DRAWING NUMBER Ge O- ©'� �aEGAN'D �L LSO�. '-POt�►'��{ I l0°�x 40' ► �.�.rt F�*L o��y 13 x C c>r--1 Y I rj ew-T+4 i r'i krr_ -II ' 14 t N a C L 14,f3 _ ro FAILCI 41 Q C9 ` �F LCh�K f f I PC Al2P►T i ON 1 APPROVED B SCALE: 1 _ -+- -. DRAWN By DATE: 2-�.- �j REVISED DRAWING NUMBER ,4. t'� y _ 54 1-0 —O r � � � ..._. ._.._ _,ram-.•--_ ��C'� --_ OHI `"yK - t ol,/ Ll00 K RG c�rr� 110, i3`�� Z'�4, _NT f • M I i I l t..A—L. i`./ 1 S I '�► ' APPROVED By. --� SCALE: �':'` DRAWN SY DATE: L— �j-� REVISED DRAWINGNUMBER f F I `(`tP- 4xc• P-T wo 1'O6,'T4 o" 0"+ C.pr-v- i f I i 24'X Z4"X D'• U p�GK �P.vvE I i e tJG. V:TC' cap f 9'60Z fvr4• o r4_ D, x Gar-Xt coN� '4 ETln. rL _ 4 •o 1 I t �.R►:wy � BRvcwy ._._ m; i .__ .�. _� = i paNE� • ?awcL ( 3 wow _ { t7c?UCL 1 I f Ln ( 'R,W-Kwy Qi4N1El. • i O �ASe~�'ir � !' �C1�.Kui_ � �s•GE� vi w�N�cws ; i i X l L CU► tG �T L G�t>�.e, O� l LCu. _ 6. 5 ' IF T' I IT , lev I ; I I � 14 t - c. SCALE: I/,{f� APPROVED BY: DRAWN BY _- DATE: n f..'C"' Thy REVISED DRAWING NUMBER