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0269 SOUTH MAIN STREET - Health (2)
z South �%lai.n. Street rent�.,Yville A— 2(T-091.002 UPC 12543 P lo.53LOR HASTINGS, MN k1 1 4 HME I1 Town of Barnstable04matca CRY Barn '"►rMASS Board of Health 639' 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 PaulCanniff,D.M.D. Junichi Sawayanagi February 20, 2013 Mr. Daniel and Mrs. Bertha Lewis 269 South Main Street Centerville, MA 02632 RE Sampling of Wastewater Effluent from your Innovative/Alternative (FAST) System at. 269 South Ma><ri Street;<Centerv>11e' � `� j Dear Mr. and Mrs. Lewis, You are granted permission to reduce the frequency of sampling and monitoring of the wastewater effluent from your onsite sewage disposal system consisting of innovative/alternative technology (FAST system), to once per year, at 269 South Main Street Centerville. A public hearing was held before the Board of Health on February 1-2, 2013. The Board has received analytical reports of eight tests conducted during the years 2010, 2011, and 2012. These test results were reviewed and averaged; it was calculated that the Kjeldahl Nitrogen level was only 0.85 mg/liter and the average Nitrate-Nitrogen level was only 7.3 mg/liter. This permission is granted with the following conditions: ❖ The wastewater effluent shall continue to be tested once per year in the summer-time for Total Nitrogen. ❖ Operation and Maintenance to the innovative-alterative system must be continued on a regular basis in accordance with MA DEP Regulations. Since Iy, Wayne Haller, M.D., Chairman BOARD'OF HEALTH Q:\Variances 2013\ReductionInIATesting269SouthMainStreetCenterviIIeLewis2013.doe . TOWN OF BARNSTABLE LOCATION f ZA 7/ SEWAGE VILLAGE Cry rOrJ� ASSESSOR'S MAP&'PARCEL�=?p 97 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY/r6,0 G,p( by-/0 LEACHING FACILITY:(type)�e�«r�-. /, J (size) 33 XW x NO.OF BEDROOMS OWNER Lam® PERMIT DATE: .2-/ O COMPLIANCE DATE: >; Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leachirg Facility S Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) IV LI�4, Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) �C ' Feet FURNISHED BY I cl 3r.y. bey Lij lI I r / i /J?ap il�✓}+� TOWN OF E ARNSTAB LE LOCATION cYl y2 enhu�v aLar-I' -SEWAGE # VILLAGE - V/a AZ�e ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNER PERMIT DATE: 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 e within 300 feet f lead aci ) Feet Furnished _ -/ 6 �� o� t' i &vreip & eo' s TOWN OF.BARNSTABLE3� LOCATION �dL �i.� �` SEWAGE # VILLAGE ASSESSOR'S MAP & LOT90'7 6�d INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITYe� — LEACHING FACILITY: (type) �L �A (size) NO.OF BEDROOMS A< BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the,Bottom of Leaching Facility I Feet Private Water Supply Well 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 30bfeet f leachin aci ' ) Feet Furnished by ��y� 39 � yy ,yo oko as Ofa7B� E TOWN OF BARNSTABLE LOCATION �atlt /J�i�.� zS,�v��f'' SEWAGE # VILLAGE � �. C9C, . � ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY r LEACHING FACIL=: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER'��� �!/�1� PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /S Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 100 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetl ds exist within 300 fe t f lei lit ) Feet Furnished by. 1 1 3 7 J 1 ®!®^ TOWN OF BARNSTABLE LOCATION �o/�l /� / _ /�/' SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /V 631P, LEACHING FACELI TY: (type).'�- ��`��// (size) NO.OF BEDROOMS � 4 BUILDER OR OWNER PERMTTDATE: 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 wi 200 feet of leaching facility) Feet Edge of Wetlandand Leaching Facility(If any wetlands exist, within 300 fe' f leaching ci ' ) Feet Furnished b 3 / Ire -Xv Ii . / o r t 9,� o [iesf`� �Ilo 7 i Y _.I i l , V sue, 44 Commercial Street Raynham, MA :)02767f, 1 Tel: (508) 880-0233 JI r a, �. r�• Fax:.(508) 880-7232 ` January 11, 2013 ` y • Barnstable Board of Health 200 Main Street Hyannis, MA 02601 ea Subject: Request for Testing Reduction FAST Treatment System Reference: Serial Number: 0203136 ' 269 South Main Street, Centerville, MA Attached please find the results for testing performed at the property of Daniel Lewis, 269 South Main Street, Centerville, MA. o We are asking the Barnstable Board of Health to review the test data for that property to see if that testing may be reduced. Please forward a copy of your decision to our office. Your help in this matter would be greatly appreciated. Sincerely, Wastewater Treatment Services, Inc. Service Department Cc: Daniel Lewis �e2 lrS r ' 332- tk)hi S� �/o� , tzQ IS32— Environmental Chemistry Environmental Services Site Assessment r� E Site Sampling Quality Assurance Services An CiL 'c `t IJC�.J.mce Data Auditing if G O R ' P O R A T I O N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. _ 44 Commercial Street REPORTED: 10/04/2010 Raynham, MA 02767 ORDER#: G1030652 COLLECTED BY: M.Dillen SAMPLE DATE: 9/20/2010 TIME: 10:15 DATE RECEIVED: 9/21/2010 LOCATION: 269 S.Main St. Centerville,MA SAMPLE ID: Grab (0203136) Lewis DESCRIPTION: WATER - RESULTS OF ANALYSIS ��'.r��a W-�+ Test Parameters LAB-ID#: 103M2-01 Ammonia,Nitrogen 350.1 EPA 350.1 09/27/2010 mg/L 0.10 0.18 BOD SM 5210B 09/22/2010 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 10/01/2010 mg/L 0.50 0.97 Nitrate,Nitrogen 4110B SM 4110 B 09/21/2010 mg/L 0.50 9.60 Nitrite,Nitrogen 4110B SM 4110 B 09/21/2010 mg/L 0.25 <0.25 pH SM 4500 H+B 09/21/2010 S.U. 0-14 7.3 Solids,.Suspended SM 2540 D 09/24/2010 mg/L 4 <4.0 NA=Not Applicable ND=Not Detected Approved By: m '<' = Less Than IWb Manag((,V bate *' = Detection Limit OCT Eli0 6 2010 BY -------------------- Page 1 of 1 Analytical Balance Coip., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Environmental Chemistry Environmental Services Site Assessment j y�r� E Site Sampling Quality Assurance Services 1 1nLly Cal `1 �c iC� Data Auditing C O R P O R A T 1 O N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 11/16/2010 Raynham, MA 02767 ORDER#: G1031978 COLLECTED BY: M.Dillen SAMPLE DATE: 11/3/2010 TIME: 16:00 DATE RECEIVED: 11/4/2010 LOCATION: 269 S.Main St. Centerville,MA SAMPLE ID: Grab(0203136) Lewis DESCRIPTION: WATER RESULTS OF ANALYSIS _ �y,_ ,..—..n��•��.. �.rays:�s,,��-. :�� az,•-.', s� .y_'�-� "'`�`ry>�T ti-��,., L*to�i�"r 1'v��k'`S€"�7.es.3.�'r�„^�:Herz*c.'x x.`�-�,� :R. «-sue� x7'n..h`�.,>�'����1��`� �S� an a., .•.h� _�uv'.r `;�j".:r�;`, ��' r` `�,a `7r ,: � -,a Date-''-= 'S '��'�211t5`.Fa^ .��.ts- -r� �'r - �. '�,�-'�'''� m� n.�PiSl�tsn'a '�:� ,1?,azamtet€����.�� ��"'`x�nakyt�Cal ri�,s i$ �� �� �ka.�'1 s�Df'• � ',9rr3`,. �`'�4s�� .4''�_ max i' �?. ..3 ..s-i: 3 •.r..:, t';�.. �.:���s, .ACC-lyZe�,�"-'�l 7',�'4� �� -,�... '� ,y�•�ITlll�r a��^�#.x-"�w�-..a..r�`� �.�` ,� ''� k � 'y,'' :; " ��".,:� 'ya y: 5�'-�'S ,��^",r' W��"^7s iu.'ak ....9"LR��=�y+.'�'' � "r'�j�,r.�s�^ys7m`G...�,� ?;s�r ,a u %i?:�r`�21�� ;c. •t1gPS^ ,e r����.�`ki�'d,.'G.�`,��"'d-e£'�i 3��6�+��'��.s fr•t �.. r•.�.�j..,�,,... �`�''�.,,',..���r..,�...'-va��-� �,�.� k.�,e �., t ca�tr a. � r��tk,�--� k ��:��' �i �' �- ��� y�+.`;�� . Test Parameters LAB-ID#: 1031978-01 Ammonia,Nitrogen 350.1 EPA 350.1 11/04/2010 mg/L 0.10 0.35 BOD SM 5210B 11/05/2010 mg/L 4 10.6 Kjeldahl,Nitrogen EPA 351.2 11/05/2010 mg/L 0.50 1.11 Nitrate,Nitrogen 4110B SM 4110 B 11/04/2010 mg/L 0.50 5.60 Nitrite,Nitrogen 4110B SM 4110 B 11/04/2010 mg/L 0.25 <0.25 pH SM 45 00 H+B 11/04/2010 S.U. 0-14 7.5 Solids, Suspended SM 2540 D 11/08/2010 mg/L 4 <4.0 NA=Not Applicable ND=Not Detected Approved By: '<' = Less Than LaMAanager Date *' = Detection Limit NOV 18 2010 BY------------ - Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225' f Environmental Services - Em ronmental Chemistry Site Sampling Site Assessment /A nr�l c k B` Ce Data Auditing jZ G.1 1C, f" Quality Assurance Services �• �} F Y 0 R A T I O h Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. REPORTED: 03/21/2011 44 Commercial Street ORDER#: G1134885 Raynham, MA 02767 SAMPLE DATE: 3/14/2011 COLLECTED BY: M.Dillen DATE RECEIVED: 3/15/2011 TIME: 15:30 SAMPLE ID: Grab(020-3136) LOCATION: 269 S.Main St. Centerville,MA DESCRIPTION: WATER _ Lewis RESULTS OF ANALYSIS i;. gi'Y's r�ec.,�:�... r�-., u -� '3'+y tip. gg;.:`sd ,''�"^�� '-f,• , Aiy:y "Wya+r h^�.r,h,y 'ra"3 '33"�2iResut rt a}" s s c w VTR -M�a el 11" �n1t.S .r.-,'`'•�,1 „ah' y . . 9,. �y � .r t .;taki,„y�. i+,.' ': �r � �r}• :_� yx5• -. 1401.1p." ."a �!i, 3' .:c -'�y'',7 '� �. a! -."' q `� , r �a.�ytF a �"i �"jd%', 'S•� .-` h%��ggyy _r tF' m4 0.1 ,I r ffi '�..a. 'Y 9 N s x _ ix- tbad m y ,a _ by5s 'S'sn sf� � r�Ck'�i�i'r�P �. ��`}^c���d1�F � .��rYg�v�+.�2'Si�+ - - LAB ID#: 1134885-01 _ Test Parameters 03/18/2011 mg/L 0.10 NA Ammonia,Nitrogen 350.1 EPA 350.1 4 <4.0 SM 5210B 03/16/2011 mg/L BOD 0.50 0.60 - Kjeldahl,Nitrogen EPA 351.2 03/17/2011 mg/L" 03/15/2011 mg/L 0.50 9.23 Nitrate,Nitrogen 4110B SM 4110 B ND SM 4110 B 03/15/2011 mg/L 0.25 Nitrite,Nitrogen 4110B 03/15/2011 S.U. 0-14 7•8 SM 4500 H+B < pH 4 4.0 Solids, Suspended SM 2540 D 03/18/2011 mg/L NA=Not Applicable �T f ND=Not Detected Approved By: wf L Manager I Date <' = Less Than J *' = Detection Limit MAR 2 3 2011 Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-9 '2a o____________ V Environmental Services Environmental Chemistry Site Sampling Site Assessment Balance ���� Quality Assurance Services Data Auditing G O R P O R A T I O N Mike Moreau CERTIFICATE OF ANALYSIS - Wastewater Treatment Services,Inc. REPORTED: 05/27/2011 44 Commercial Street Raynham, MA 02767 ORDER#: G1136611 COLLECTED BY' M.Dillen SAMPLE DATE: 5/18/2011 Tom; 11:30 DATE RECEIVED: 5/19/2011 LOCATION: 269 S.Main St. Centerville,MA SAMPLE ID: Lewis Lewis DESCRIPTION: WATER = RESULTS OF ANALYSIS ; paw ell LAB-ID#: 1136611-01 Test Parameters Ammonia,Nitrogen 350.1 EPA 350.1 05/20/2011 mg/L 0.10 0.50 BOD SM 5210B 05/20/2011 mg/L 4 23 1. Kjeldahl,Nitrogen EPA 351.2 05/25/2011 mg/L 0.50 23 Nitrate,Nitrogen 4110B SM 4110 B 05/20/2011 mg/L 0.50 10.2 Nitrite,Nitrogen 4110B SM 4110 B 05/20/2011 mg/L 0.25 0.62 pH SM 4500 H+B 05/20/2011 S.U. 0-14 . 0 Solids, Suspended SM 2540 D 05/24/2011 mg/L 4 <4 NA=Not Applicable ND=Not Detected Approved By: �� '<' = Less Than Lab ger aD *' = Detection Limit N JUN 0 1 2.011 B'Y--------------------- Page 1 of 1 An Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Environmental Services Environr�!ntal Chemistry Site Sampling = alanSite Assessment j� r�� {f��]1 � C� Data Auditing Quality Assurance Services [1 L1 1l,Ll A -h I O T C O R. P O R Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. REPORTED: 08/23/2011 44 Commercial Street ORDER#: G1139523 = Raynham, MA 02767 COLLECTED BY: M.Dillen SAMPLE DATE: 8/15/2011 i TIME; 11:00 DATE RECEIVED: 8/16/2011 SAMPLE ID: Lewis LOCATION: 269 S.Main Centerville,MA DESCRIPTION: WATER Grab(020-3136) RESULTS OF ANALYSIS LAB-ID#: 1139523-01 Test Parameters 08/17/2011 mg/L 0.10 ND - Ammonia,Nitrogen 350.1 EPA 350.1 4 <4.0 SM 5210B 08/17/2011 mg/L BOD 0.50 0.74 Kjeldahl,Nitrogen EPA 351.2 08/19/2011 mg/L 08/16/2011 mg/L 0.50 11.7 Nitrate,Nitrogen 4110B SM 4110 B SM 4110 B 0.25 ND 08/16/2011 mg/L Nitrite,Nitrogen 4110B 0-14 7.4 PH SM 4500 H+B 08/16/2011 S.U. <4.0 SM 2540 D 08/16/2011 mg/L 4 Solids, Suspended NA=Not Applicable ND=Not Detected Approved By anager Date <' = Less Than *' = Detection Limit 1fv 000.0000ma00000sodeemo Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 C Environmental Chemistry _ Environmental Services Site Assessment Ot ���p p Site Sampling Quality Assurance Services 1 i11C1��+WJcu�+�1CL Data Auditing _ G O R P T 1 0 N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 02/17/2012 Raynham, MA 02767 ORDER#: G1244524 COLLECTED BY: M.Dillen SAMPLE DATE: 2/9/2012 TEVIE: 16:45 DATE RECEIVED: 2/10/2012 LOCATION: 269 S.Main St. Centerville,MA SAMPLE ID: Lewis 020-3136(Grab) DESCRIPTION: WATER RESULTS OF ANALYSIS :Ftu�•„y ra sc 13, 170W m :- r� a .F , 'i n - Y sY� � 05llt�nMfYi1�Y�Y�1? uTe.• ''�' .�� �' 'e� i ,r' a aze ,' •1 ; 13,Sp, "1` �k'°s"'' -n''A "i� 7'"e� 'ct �� t d'sv*�;.+1w'�.�.''.v�' Y'�.:. '•�`SKk rty...5rry,h¢�i..a.-_... ,.,4.s,rs,,.`�.�,._ __ ..�.��'..F,.�•�: ,.. ��'.,rk.........�,�_'�'rw, r:e ,,N;rw::.�s�6r.3.i�.�,r. ..-� .,� - •.� Test Parameters LAB-ID#: 1244524-01 Ammonia,Nitrogen 350.1 EPA 350.1 02/10/2012 mg/L 0.10 0.16 - BOD SM 5210B 02/10/2012 mg/L 4 9.7 Kjeldahl,Nitrogen EPA 351.2 02/16/2012 mg/L 0.50 1.95 Nitrate,Nitrogen 4110B SM 4110 B 02/10/2012 mg/L 0.50 10.9 - Nitrite,Nitrogen 4110B SM 4110 B 02/10/2012 mg/L 0.25 ND pH SM 4500 H+B 02/10/2012 S.U. 0-14 7.3 Solids, Suspended SM.2540 D 02/14/2012 mg/L 4 27.0 NA=Not Applicable ND=Not Detected Approved By: z%� <' Less Than La anager / Date *' Detection Limit R-ECel VE® FEB 2 ?2012 Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 - Environmental Chemistry Environmental Services Site Assessment r7�r��ce pp Site Sampling Quality Assurance Services Anal Teal BLL1CL1 Data Auditing G O R 'P O R T I O N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 06/06/2012 Raynham, MA 02767 ORDER#: G1247364 - COLLECTED BY: M.Dillen SAMPLE DATE: 5/29/2012 TIME: 10:30 DATE RECEIVED: 5/31/2012 LOCATION: 269 S.Main St. Centerville,MA SAMPLE ID: Lewis 0203136 (Grab) DESCRIPTION: WATER RESULTS OF ANALYSIS ������ ' �:r. ..w , „-�' '��r °" .��� �'�''m i� � _dn .. ' `•• �+t��'De._ �' �� "��-Rasrilt,�������,��, Pi rlf', Ki.g_ GC`�� t �k ^LCl Ir —�. y $ f x✓ �l�r'. i �r� '�"���;e +.. f W •'i � � We ��,, `,� ".�„ i` a ,h aa•-- �` %F�'',,;�'F4 �, dTi- � w..- k ",1{"'S ps w '. i 2�+.-��r+?KK� �Fa F'��.e_.:. .f M '��Y '3 . ... �. .�.�+c�X' � �2!EL L:�w,_,��i C. 7'_4� 1.':_L.: � _S... hT.:i. •�iL+'fl__.ti:� a..:V..Y..!.]AY�S4' Test Parameters LAB-ID#: 1247364-01 Ammonia,Nitrogen 350.1 EPA 350.1 05/31/2012 mg/L 0.10 0.34 BOD SM 5210B 05/31/2012' mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 06/05/2012 mg/L 0.50 1.34 Nitrate,Nitrogen 4110B SM 4110 B 05/31/2012 mg/L 0.50 13.0 Nitrite,Nitrogen 4110B SM 4110 B 05/31/2012 mg/L 0.25 0.41 pH SM 4500 H+B 05/31/2012 S.U. 0-14 7.3 Solids, Suspended SM 2540 D 06/01/2012 mg/L 4 <4.0 NA=Not Applicable ND=Not Detected' Approved By: 6 ylu '<' = Less Than = Detection Limit La anager Date RECEIVED Page 1 of 1 Analytical Balance Corp., 422 West.Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 r ��zl j3 Barnstable THE Town of Barnstable ., f� P0 Board of Health ;edca y BARNSTABLE. MASS. 200 Main Street, Hyannis MA 02601 �i°TED MAC a`� 2007 OFFICE: 508-862-4644 ' � °&� �.Ii.S Wayne Miller,M.D. FAX: 508-790-6304 ���` ,-1 /�y��, �,/ Paul canniff,D.M.D. 33✓Z ►^�� �'""'I / Junichi Sawayanagi 1 0 0 ��� rtk o/537 ACKNOWLEDGEMENT OF RECEIPT: January 16, 2013 We have receivedyour submission to the Boardof Yfeafth4: Re: 269 South Main Street, Centerviffe — asking for a reduction in the monitoring of your I/A septic system. R .., Thankyou. Yourtem will be heard at the Board of Health Meeting on the: Date`of: Tuesday, February 12, 2013 You,or a representative for you, is expected to be present to answer questions the Board may have. Meeting Location: Town Hall, 367 Main St, Hyannis Hearing Room, Second Floor Time: 3:00—6:00 P.M. Approximately three days prior to meeting, an agenda will be sent out to you— once it is available. It will also be available on line at the town website: www.town.barnstable.ma.us Go to ..."Boards & Committees > Board of Health - or- Go to Official' Agendas QAAGENDAS BOA\let Receipt of BOH Submission 2012.doc i r ~ i Town of Barnstable Public Health Division 98A0.MABL&$' 200 Main Street Hyannis,MA 02601 Daniel & Bertha Lewis 332 Whitney.Street Northborough, MA 01532 44 Commercial Street Raynham,MA 02767 Tel: (508)880-0233 Fax: (508)880-7232 November 19, 2010 Mr. Daniel Lewis 332 Whitney Street Northborough, MA 01532 Reference: FAST®Wastewater Treatment System - Serial Number: 0203136 Dear Mr. Lewis: Attached please find the Field Inspection & Service Report and test results (as required) for services performed on 11-2-10 at your property located at 269 South Main Street, Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. -tom Service Department a` _., ZZ: _. N Enclosures � ' i Environmental Chemistry Environmental Services Site Assessment �.nalyticalre'� Balance Site Sampling Quality Assurance Services Data Auditing C 0 R P O R , A T I 0 N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services, Inc. 4 REPORTED: 11/16/2010 4 Commercial Street Raynham, MA 02767 ORDER#: G 1031978 COLLECTED BY: M. Dillen SAMPLE DATE: 11/3/2010 TIME: 16:00 DATE RECEIVED: 11/4/2010 LOCATION: 269 S. Main St. Centerville, MA SAMPLE ID: Grab(0203136) Lewis DESCRIPTION: WATER RESULTS OF ANALYSIS _,.•F a �"• a� ki 1^ .3�...:x ..t�`.y .+. '', •.:•hi try ,,� k ,, v.ser ... i..`� :<'.* a'.+. .4 F"w°r ?' :t.s s zi'^.;(c�cr ,ni.rrh. ._nary�'<-.,.�i ..�.q. u�. ���L �,�`�`?� k�a �!.� `.., " S;d$". ', °�v''��- ��� t fa_�F* .�y�.�_.�:.'� a ''x�G �f,-.. Ai'�.�a_ �.•'7r�.��. �,� ..:;a l i� '� „yy'.. -Parameter� �A � �:�: �,� �5�= f y{�,�9nalyticar� . ,.�� Daylfe�. ��•. e;$t�tnrtsx � .,� � Deb .,�" '�,�'� ..�� ��Res�lt �,��� �q� F..a'_ .�. t +'L���it'v2'>A.��rf l�Syl, a 3;��E'��.:•..<tV? +�' fv'+�% 1'�ia��W �J�f" � �inL. �,a�S� �, EY • � � 3 et1�,0 [ ,�•�.�� �,,, �,�". �, w,.. L11111t ,,�� w$. ��xt��'}��w-`a �� � �"., sr �..a'. �' y1 '4.r� �� � $"'-'` � '.{�;,y n.;.n �t_ �: w °�� M� '_p '�",� 'b.`�'' k`����•7t""}7�. ";.g f�p�,� ', N .: ..V'.n.f. .�'. ' .t.K��ci.3 hg..4�� ��{.. _ G', �2L. b1 �� � � 1 il"'.Yfw 1 k.� �`: p ;�i•" Test Parameters LAB-ID#: 1031978-01 Ammonia,Nitrogen 350.1 EPA 350.1 ! 11/04/2010 mg/L 0.10 0.35 BOD SM 5210B 11/05/2010 1 mg/L 4 10.6 Kjeldahl,Nitrogen EPA 351.2 11/05/2010 mg/L 0.50 1.11 Nitrate,Nitrogen 4110B SM 4110 B 111/04/2010 mg/L 0.50 5.60 'Nitrite,Nitrogen 4110B SM 4110 B 11/04/2010 1 mg/L 0.25 <0.25 pH SM 4500 H+13 11/04/2010 I S.U. 0-14 7.5 Solids, Suspended SM 2540 D 11/08/2010 mg/L 4 <4.0 NA=Not Applicable ND=Not Detected Approved By: u 1lv <' Less Than Lab anager Date *' = Detection Limit NOV 18 2010 BY------------- - 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 and O&M Form for Title 5 I/A Treatment and Disposal Systems 8490 A. Installation Daniel Lewis Owner 269 South Main Street Facility Street Address Centerville 02632 City, Zip Mailing address of owner, if different: 332 Whitney Street Street Address/PO Box: Northborouah MA 01532 _ City State Zip 508-393-2280 Telephone Number B. Authorized Service Provider Wastewater Treatment Services. Inc. O&M Firm 44 Commercial Street Street Address Raynham MA 02767 City State Zip 508-880-0233 Telephone Number Michael Dillen 11173 Certified Operator Name Certification Number C. Facility/System Information 0203136 Bio-Microbics, Inc. Micro FAST .5 DEP ID Manufacturer ID Model Number 2/2/10 2/2/10 Installation Date Start of Operation Approval Type: [x] General [] Provisional [J Piloting [] Remedial Seasonal Residence—used less than 6 mo./year: [1 Yes rx] No D. Operating Information 11-2-10 Inspection Date Previous Inspection Date 11 Pumping Recommended [] Yes [x] No Sludge Depth(to be checked yearly) 1 Massachusetts Department of Environmental Protection LBureau of Resource Protection -Title 5 \ DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 8490 E. Field Testing Field Inspection: Color: n gray 0 brown [x] clear 0 turbid 0 Other (specify): Odor: 0 musty [x] earthy [] moldy offensive [] turbid Effluent Solids: [x] no [] some pH SU DO ma/L Turbidity NTU 6 to 9 2 or greater 40 or less Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information Samples Taken: [] Influent [x] Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: 220 gpd Parameters sampled: Influent: [] pH [] BOD [] CBOD [] TSS []TKN [] Nitrate [] Nitrite [J Phosphorus [] Spec. Cond. []Ammonia []Alkalinity [] Oil Grease [] VOC [] Fecal Coliform Effluent: [x] pH [x] BOD [] CBOD [x] TSS [x] TKN [x] Nitrate [x] Nitrite [] Phosphorus [] Spec. Cond. [x]Ammonia []Alkalinity [] Oil Grease [] VOC [] Fecal Coliform G. Inspection and Maintenance Description of any maintenance performed since previous inspection & during this inspection: Cleaned Filter, Serviced UV Unit, Checked Splash Recycle Notes and Comments: Also inspected UV unit. 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 r DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 8490 H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted the required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. s 11-2-10 Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January 31 st of each year for the previous calendar year Piloting Use -within 45 days of inspection date Provisional Use—by March 31 th of each year for the previous 12 months General User by September 30th of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6th Floor Boston, MA 02108 3 INCORPORATED 8450 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsite c�i.biomicrobics.com, www.biomicrobics.com, 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FASTS System 8490 INSTALLATION AUTHORIZED SERVICE PROVIDER Installation Address: 269 South Main Street Name:Wastewater Treatment Services,Inc. Centerville,MA 02632 Owner Name:Daniel Lewis Mail Address: 332 Whitney Street Mail Address: 44 Commercial Street Northborough,MA 01532 Raynham,MA 02767 Phone:508-393-2280 Fax: e-mail: Phone:(508)880-0233 Fax:(508)880-7232 e-mail: INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pump out MicroFAST.5 0203136 2/2/10 EQUIPMENT YES NO MAINTENANCE,PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating x Audio Alarm Operating x (if present) Blower(s) Air Inlet Filter Clean x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x Treatment unit(s) Unusual Odor x Pumpout Required x Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LIMIT RESULT Estimated Daily Flow 220 gpd pH(Standard Units) Color Clear Temperature Odor Earthy Comments:Also inspected UV unit. TECHNICIAN SERVICE DATE Michael Dillen 11-2-10 44 Commercial Street Raynham, MA 02767 T61::.(508) 880,0233 71 -r: .. f. . . Faz: (508) 880-7232 February 12, 2010 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Board of Health Agent Reference: Home FAST Treatment Serial Number: 0203126 ' Attached please find a copy of the Product Registration Report for the FAST Treatment System for the startup performed on 02/02/2010 at the home of Octavius Orbe located at 269 South Main Street, Centerville, MA. Also, attached is a copy of the fully executed Inspection& Testing Agreement. If you have any questions or require additional information please do not hesitate to call. Sincerely, Donna L. Callahan ' . Enclosures t. - a. INC08P0RAFFO 8450 Cole Parkway zz Shawnee, KS 66227 Tu Phone 913-422-0707 ,m Fax: 912-422-0808 e-mail: onsiteCcDbiomicrobics.com m www.biomicrobics.com M 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product Registration Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-Up-4 - Date Shipped to End User 1/18/10 Serial # 0203126 OWNER NAME Octavius Orbe ADDRESS 269 South Main Street CITY/STATE/ZIP Centerville,MA 02632 PHONE/FAX BIO-MICROB!CS DISTRIBUTOR NAME Wastewater Treatment Services,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Ra nham, MA 02767 PHONE/FAX 508-880-0233 FAX: 508-880-7232 _. INSTALLER , NAME Bortolotti Construction ADDRESS 45 Industry Road CITY/STATE/ZIP Marstons Mills,MA 02648 PHONE/FAX 508-428-8926 ' CONSULTING ENGINEER if applicable) NAME Down Cape Engineering ADDRESS 939 Main Street CITY/STATE/ZIP Yarmouth,MA 02675 PHONE/FAX 508-362-4541 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating 2!// 11 11 Air vent clear ['� Audio Alarm Operating Septic tank level BLOWER(S) Septic tank meets min. size d ❑ 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 dj WATER-TIGHT JOINTS Blower located within 1 00'of (� ❑ Treatment unit to septic tank [� ❑ treatment unit �,` J Air line clear Lj' ❑ Entrance tube to insert cover ❑/ ❑ ❑ Air inlet screen clear (, ❑ Insert to insert cover ❑ Blower hood vents clear ❑ Discharge line connectiona ❑ Factory Authorized Personnel Title: Firm: Wastewater Treatment Services, Inc. Date: z� y FROM : Kenneth Sadler Associates PHONE NO. 508 790 3118 Feb. 08 2007 02:27PM P3 09-J4y-Gl 11 , ,2 FR0M-Ar'NGPR00 +15065207232 T-315 P 03/03 F-994 Current WTS practice is?o send O% NER approximately 10 days before expiraiion of ibe t=rn cif the current contract(I) either•.a new contract or an offer ro extend the current contract's term, and(2)an invoice fo:one year of service. It is OWNEIt's responsibility to timely re!mrn the payment and either the new conrraer or the accepted extension, completed and Sighted. W';'S m�:sr receive the payment and document before expihadon of the then current contract ye-at to as�we continuous contract coverage, Failure to return such documents on time or to otherwise comply with This contract,may result in suspension of service, cax,oell;ition of the contract and/or nullification of warranties, at the election of WTS. OWNTR may not assign this contract without The prior written consent of WTS. It will retrain in force until a parry cancels by written notice to the other at the addre,ti given herein,or until the contract term expires,wl:ichcvg—is sooner. MANUFACTURER MOP .J.,NO. SERIAL NO. 1,0 ATION A,\,rNC A .PATE Bio-Mierobies 1vlicroFAST4 4,-a0 Centerville,MA $540.00 EOIL'7pm- g-N- T OV Tgpt Wastewater Treatni nt Services,Inc. *Signed by OWNER• Octavias Orbe Signed: *Address: 269 South Main Street 44 Comtnercial Street Raynhatn,MA 02767 Tele: (508)880-0233 *City; —State: Zip: Fax: (508) 880.7232 Centerville MA 02632 Telephone 7 - 5-6 22 Effective Date of Agreeralent Daytime Telephone. OWNER understands tha-t(1)ANNUAL RATE payment is for one year only commencing on tre effective date set fortl-i above and is rnn-•refundable; and(2)Cu:Tent DEP Ragulations require OWNER to maintain a service agreement for ncc life of tie F1t►STQ°Syste�t. T>��:qEAD AND UNDERSTAND THE F'OREGOIN - *Siped by OWNER. l- M Effluent Testier Effluent sample taken 4 tirrtoa per year for two years and delivered,o a qualified testing lab for evaluation. Results sent to State and local Ag=ies as well as the 0WI ER. OWNER is responsible for providing acceptable Keuess to effluent to cnable a grab sample to be taken for. laboratory testing performed. PE : *(PLEASE CHECK ONE) ( X)GENERAL ( )REMEDIAL ( )PROVLSIONAjI "SPECIAL CONDT TIONS PER LOCAL BOARD OF 14-EALTTi(Y) or(N) if YES,phase`•amch copy of panit (X)pH,BOD,TSS,Nitrate,Nitrite,TKN,Amtnonia ( }Other: *Cost for testing: S255.00/Visi Operator assigned: °MIliam Everett *Engineer: Down Cape Engineering Telephone; (508)400-3868 `Approval for Effluent Testing "` 2nMPnwncr s Signature r; FROM : Kenneth Sadler Associates PHONE NO. 50e 790 311e Feb. 08 2007 02:26PM Pf 09-.AN-07 11-5, r-315 ? Q2/03 P-994 Please g mplete all itetu WArked — m.:il signed original contract.to- 44 Commercial Street Wastewater Treamient Services. Inc._ Raynham, MA 44 Commercial Srrcet 02767 FAYnhan MA 02767_ Tel: (808) 880.0233 Fax: (508) 880-7232 INSPECTION AND E1FFLVEN'T TESTING AGREEMENT This Inspection Agreement is entered into by Wastewater Treatment Services,Luc. (herein call WTS) and the FAST System OWNER(herein called OWNER),for the purpose of setting lrorth teTmS and conditions governing WTS's obligations to inspect O1�R's equipt:tent listed below. Upon acceptance of this agreement, VVT'S will render the following services only: Equipment will be jrspected at least 4 times per yca.T that this Agreement rernains is effect,with the first inspection beginning 4 These inspection will include: 1) Testing of the sludge depth in the-septic tank, 2) Inspection,power tenting and clear.intake filter of the air blower. 3) Lnspection of the alarm systtin. 4) Inspection,power testing and clean lamp of UV Lwit. 5) Inspect over-all condition of FASTO System. 6) Notify OWNER of any problems!mootmtered. 7) Service otht::than-outing maintenance will be billed at an hourly rze plus travel and material. WTS shall notify the local board of health 4nd Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken, OW:YIvR will be billed.standard WTS charges for any parts used in repairs or maintenance. Any additzonal labor tinic will be billed to the OWNER at current labor rates of S78,00 per hour. Emergency service betwccn regular inspections will be provided at standard 1;bor rates during normal business hours;at time and one-half after 5:00 PM and on Saturdays;and at double time on Sundays and holidays. Emergency:;Cr�jl c charges will include a minimum four(4)hours of Iabo:' pies standard WTS charges for pars.Flux mileage and travel charges. The annual[ate includes routine maintenance, but does not include repairs required for damages caused by abuse,accident,thcf5,acts of third persons, forccs of nature,oT altematiotts made to the equipment. VrTS shall not be responsible for failure to render the agreed services if caused by strikes:,labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special, incidental or consequential damages,including but not limited to loss of time, injwT to person or property,or equipment failure. OVV'NER agrees.l at WrS may enter OWNER's property and have acceptable access to all areas deemed by WTS to.be necessar;or appropriate for WTS to perform its duties hereunder. FROM :down cape engineering inc FAX NO. :15083629880 Feb. 04 2010 03:24PM P1 al - ��,. - F. `�w 1?A,02�1M7.'Ak�.eP:r T do��:,,,,,� �'�.��A>i.•� .'.��°dE81111� ISTA�%)i�)la's� __,_,__ '�i'�aro�enas .L61'D.mlf.�a.�o�l, 1➢na•�Tfta�n' ZfDtD 1�1(;ilino ,atl.¢'�rt'4,RVyv�nnm�'i;z,.I?1.11,�Q4s^,QvQDb 508-.7906304 - lxns3>k�lll�ea•�, I�msn�n�>r• 1�.a'�"dsifa�7lldPr4�+rna'�run D lf�c~aurncil: d�J Vl �. / f� y� - —............. ... �e�� U1-lls�.a(fl1lC,II": 60r" � L�f1d1,p f�LiCD� /a cll .Irmmo Address: 601 !IW On Z `!Z_ 'O 7 - 6®r1e/&,C.�/t vvas issucd a pern'..rI. to ii)stn-h q (date) ... — sel)Li.c:,sy�rtern,si: ,2.r 0 L- h,A based on it de,tiign.drawn Icy (address) _an I e 'I a -J'_ dated 71 0 --- ------ 1 cel-tify that the scptio syst.e.r a referexacc:d above was i-Ijst,jilccl stabstsu,tij.11ly accoxeiuig to the design: wlucli may iucl.ude, 1-Jr-lox approved C,I]ange.s Stich as hiteTU] rel,ocatiDri Of ttie. distribution box and/101-stpi-ic tank. I certi:Fy dl' tt the septic siystetz). xct .rcriced above was histallod with Ji ajo.v ch pc:s C. t;le��tex tl�r,.n lU' l�texa..l I'010c:ati01-1 of the SAS or arey vr..rtic111.re10Ca.t.j0.t.j of atiy c()rl.rpor'rE^rst of tiie septi.e. System) but in tac cordallCe witli,Stcjte. `Z .Local, l egill."vioxzs. rlttrs revision.or Celli_ficd as-built by dcsig er to follow. DANIEL f� /CIS -1 th7a'c..) OJALA CML -�� Na 46502 CDi� l S`SrONAL a� il-ex's `_ii t m9ure —- ' ( Sesi}T }� � (lL.tllx T�N,gI€?R3rsr'}: st7J.1J.p.F]tl;1i:)'- 1rILl��,^e�;, ll �A�'U`CJltl`d 10 JV4 dlti„;I.'(4B.fl-,.IL P><T1P.�JC 'iFV,;lI<;r�.Ji,11'J(]l 9�AD't.h.U�n.Pd. —__..,.-,,. ......--------...-- --- R 4 D1�dR_�Ar11"V C'$+r �i-,,,_, t t A7' B r III_�I�9 i p J A!;JID U N 1<IL ➢$fl D'TI'➢=D_ 7,11L iS Jl�o Rm A:l ll➢ AN.,W 111➢'J' 119LA 01,0@'A) BY ➢'&�f�,11�,�lfdled�i7.A1>ol.11+,1[°!(!]t$]LLt. },lL,91f,7f3F1 Y.DII'V1f�n0l°J. '1!'➢JlAIN �QD>(,. Q: Cz1t1f'mtiou Jbnn:3-26-.04.t1m; New I/A System Permit Summary Sheet v v ml 2� Site Information [ ,, /J Town: �R/t�ST � Town Permit# Assessor Map/Parcel:, A 6 !7-01 L00--2- Unique Town ID/y# J Site Address: /v� �i� —T Owner Name: Q�?q /i ws 08.BC Alternate Name: Home Phone: aO Mailing Address: Jo C Work Phone: 2n'fe Lt /C� . { f�Q�1v3;Z, Title 5 Information Building Type/Use: oQ Design Flow: 07-�,0 (gpd) Seasonal Use? Yes ❑ No ❑ Unknown D, Bedrooms: oZ Title V N.S.A.? Yes ❑ No ❑ Unknown ❑ Lot Size: Non-standard components: Please list all components e.g. 1/A treatment unit, pump chamber, pre-and post equalization tanks, pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. FC�nn S" /'Yl i c2o 1'=AS 7' V ri I/A Treatment Unit Make and Model # oe-5- M lckG F1q&,4— DEP Permit Type: General Board Approval Date: COC Date: ❑ Provisional O & M Contract Entity: ❑ Remedial Contract Start Date: Contract Duration: ❑ Pilot Unit Installation Date: Unit Startup Date: DEP Permit ID#: Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent gjop pH X BOD5 L CBOD ❑ TSS TN ❑ Nitrate Nitrite X Organic N ❑ Ammonia ®!I- TKN I. Fecal Coliform Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ n Monitoring Schedule: Q�2�U �cir t/fS, Other Applicable Limits: %�fiG Influent U, pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: BCDHE Tracking# Please return this sheet to: FAX: 508-362-2603 Email: bciatech@cape.com FROM. : ROWLAND PHONE NO. 508 775 3650 Feb. 06 2007 11:04AM P1 •'(19-FEB-07 16;48 FROG-JRENGPROC +15085BC723Z 7-553 P.01,,102 F-482 5RUt4 : Kenmet , Sadler ASSoclaTCS SHONE N0. = 582 790 31:6 ial7 r ue:e_ri� ��c Yl'R��i6'd�lLd��f` �JY'�'IlTl�lGL. r,�1e/`t'fld-� fir, � 44 CatP111'18fC121 Street "~`� mail cigt�+d*Vj6A ai coesac:Tor Rayn"am.MA Ttmm=i 1tscu 02767 ail w�w+ha,rt Mw 4B2$Z TsI: (SOB)880.0233 "V? Fax: (506)$80-7232 s CTION 'IZairs Inspectitm ggreela�nt is an%red j wastewater Treatment 9 aw by erv4ee% (hetcm c$�ll WTS) and the VAST"Syilem OVP!v Cb celled OWA ,fay the purpose of s FOaih eoBditiors Soveeaing Vf�TR's obligations to inspect OWNWS Wuipr listed belovV. U et,pon acceptance of thus sgteclne: WTS will� tbs allowing senUes oalY 4 times per yea:thaE this A.Rene:t rernaisa in C&T,,with the >Eq1t4panciat will be S at least first ittspeetion begia�--- These inapeoaan will inclelde: 1) Testing of the sludge depth to the septic wk. 3) Inipection,power tegtiag aid else irtelse fitter of the air blower. 3) I-tspeotion ofIbe alarm 9,yst M, 4) b:apection,power testing mad clemi lamp of UV unit. g) Iaspeat awes-ail conditi=of FAST®$YSWM' 6) Na*lfy OWNTeR Qiyproblems encauntcrd. 7) Sen'iea ate ix'rat►:+outtna muinrettarco will be billed at an hgalY r®:e?"us travel sa$Material' rtt�:ew: in venting wii� WTS shall notify*,c local baud o€health and DvPasttr:enz of 5mire Protec+ion 3�2 bouts of a system"Umor alarm er�at yaetLsdi�tg==C,swr tt eL that have been ta],,sn. Q�V;R7;� will be ballad.S=dsrrd WTS a iga3 f®r an�r Pu+ns usad m-b�irt ar. maintensace- ANY addit=U,labor tinYo will be billed to The O�es CU--roa t 1 r'-sta"f"'Oo per hear. Stnerg�xcY service;,etwn.'n regular'innspertiona will be Provided at staniad labor.WS during narml business ltmissy at time.and cmi-bhlf s will i73eltulc a 4f )b°a of labor, 1t3 GWdarrd$ holidays. Smergcncy scrid4a eba_ge The anausl rate"lodes saltine=irttenance, WZ<'S ehsrgea for parts.PI%14 mileage aid=vel chargr�. but does not include TePaIss requked for damages caused by ab e,aca3dent,�u �etas of t64i'a 8�"��+ rxraes ef°:tatTcre,of allm%icw sr A to ia,,6gjigstu;t%z. V4 s�1I not he te9PMisiblrs far Qjh&rfailure ca rrs the agtee8 so»�if caused by lades,labor disputes,noo�OOFetatiotz by aWy$$,or othmr factors beyond The Q0TITOI of WTS. OWN�i wr►derS=ds ar►d agrees Thai WTS is not=4POneiblt fW special,isreidcft or consequantiast daM&WIF 4ac1vding but nai littited to loss of ttg9,jaiury W pdn=or proper'',or equigteerri frailurc. NF.f�agrees t14ai V�!'S may tenter OWNW°T P-Open 'and'�vt plable aecnss Tc all areas t�tY riots{pr1dTS ttl g+ssg $satics hexetmder• dQemad by WTS Tn be:�aaerY xPF F f FROM ROWLAND PHONE NO. : 508 775 3650 Feb. 06 2007 11:05RM P2 �09-FEB-DT ?6:46 FROM-:RENLPROD +1:0888GTZ3a T-R53 L P D7/07 ��� ��� FROM 1 KennEth Sadler ASSCCi{tee rF{Uyt rvU. ,�slc «. .. • -v ? 03/03 F-Gila +19Dfi�8pTc32 � °_ '•;GPROD JDJ-,1;4-OT ii:aZ iR�M-JRo; V !()a:i s before e::pits7 0D of L�)e•_rr r.of the LutLesn W TS pma%ize is To GoAC d�R'NEI�appro,citrawly , Y 'a responsibility il:ty to ti2nzlY c�t+�rtt:fro p yTnw--t and etdW the etiYrerss canrrest CZ)'�' f z new ce:2txaol ar All offer LP extst:d tl.�curmt cons act's terse,and ?)all invoice ft one yeas of-Sc vise, It is O P :few eanetacr the acesprsQ t"aCt> a,Bpnsgtete8 a Si ned. W' $rra:,t receive the paymer:t and dot:=cw besoro 97-pul dim of flee th m Glean%caa�9C4 y� ASK Ltli fjis G ntrSSt JCorITCL 0vt�3�C pcch doatra 046°a'�cm to othwww a comply , F�itura to cetu:t� will remain in sosgeasion of s vlce,-arcelLOon of he cora7yC42asdt4tttua�^lion G2 evanartof at the t .VillCe of WTS. Owlm shay rc%ras�this i ► ttg ce o 0 her at he ad vtn here fl untfl the ceatra^t foram lull a�.tt5'csitcels by term expires,whicliever is sooner. cs. s )O. AN''A> IAL MIR Ct;tervclla,'t'� $540.00 gdo�iat�oiea 1VIicToFA r tat S leas ir_e. 2h Mgeed by OV�?V�t1i:�.. Oatavi;.s Orbe *Address; d4 Ca=%QWoial Sheet 269 South Akin Strcat Rmyrh=MA 02767 (308)Hd0.0233 States Zip: (s08)gSfl�232 Cmte�viltie MA 02632 Tel�bsne 2.r�°�'S'67Z:—_ TPPecdvd Date of Daytime Ttlepbet�� - >s for one YOU:flvly�zriuienoiag tm t`:e OWN"=undcrs�+.ds'�at Sl)ANi1Tr.nn-t liA�PBY�t u'Mws quire OWNER effeacfvz date set foath above and is t:nn-e■fimdab F aria. 5 MV=f. VI READ AND y�m¢intain a s4rvioe>ag�eestsesss for thv life of t'ie FWrB'>l'®5y� � UNLT.pMAND THE ITORE OM-11 "Signed by OWNM' ^ ' ua eatt 8�ltleat sasnp'.e:al tt 4 tirn� rer Year far two Years=a dayiv=d to s gv¢]i15od testia)g 12>5¢ r WNER is resp eyalnation. ityuhs see:w and IacalrA$ cbla a gab 16 two bOe. �'�b zatoay t 6t>%S sib>c four providing goceptsbla:a�ue33 m asfAliet:t,4 peafhirilc$. CHECK ate) PRUv;tsrorr�. "gp�CT kL CONDTrYONS pER LOCAL BOARD $�• (g/9T ,i��•S,P��S.allsCi!�o�.Y o47em»C (X)PAr B�D�Ts�•Nita3te.xLtrsce,TKN,A�tsvxlie 'Cost for tect9n.S: 0 ` Ogmaator: nod:�;ua����ae� wgnglager: 'S3cv✓"C2pe l+Mineaniag Tetepnane; � , *Approval for Effluent Tcsfmg 1rTnmanwnrr�E 9itiirLs�"� s :•4 T F BARN STAB L E Health Division— 200 Main Street - Hyannis, MA 02601 =,ZI ti Date: FAAL A"STABLE, y MASS. g Number of pages including c ver sheet: 1639. �AP�fl fVIP�h To � �(.�`� From: SFIARON CROCKER Town of Barnstable Health Division / Mail to: 200 Main Street Phone: 9 -3y �7— �P (Oo2 � Hyannis,MA 02601 Fax phone: `5V Phone: 1-508-862-4644 CC: Fax phone: 1-508-790-6304 REMARKS: Urgent ❑ For your review ❑ Reply ASAP ❑ Please comment � 9S'3 L � � � . 04 Yy o 'ri 14r"r , Ra� rnu-4k C)0 No Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE; MRSSACHUSETTS Yes 01ppYicatton for aigogal *pgtem Comaruct[on Verna Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) EP Complete System ❑Individual Components Location Address or Lot No. 9 O " ``� Owner's Name,Address,and Tel.No.C2ot µ4s—(P T= Mr..v,94% Al 0900 ! *3 We Assessor's Map/Parcel a07 c,��� / ao W�R�, Installer's Name,Address,and Tel.No.�CJo''� 0;01 �o y` Designer's Name,Address and Tel.No. ✓dw�' C`��°L' �Jy`y X 0, JV Type of Building: Dwelling No.of Bedrooms P2, Lot Size q, S sq.ft. Garbage Grinder (44 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) a6 gpd Design flow provided gpd Plan Date De-- V Number of sheets Revision Date Title S S"I t P y al .,4 9 Size of Septic Tank /s'oo G<L /0,c- Fc ,A Type of S.A.S.j /fit, o 51 tquo4z�.. Description of Soil S-r,r Nature of Repairs or Alterations(Answer when applicable)-/•d�1 4 /JVO G4 G ///O ,c'as-1t -TJ0544C Sr 4+s n OY/ 4 7 T ' X 0 I G �C;,./ 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 t n ronmentaI Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar of Heal P Signed Date Application Approved by 1 Date 0 7 Application Disapproved by: Date for the following reasons Permit No. a 60 7 —O S 1 Date Issued i r✓ .' a `,,y'- ` ,-SxWw�,a�. .'n1."' � a...., � .� ...w..,.-.c...r .. ., y i .�. �-�..•--- No. 00A Fee 3 �- Entered in computer: THE COMMON'WE—AL H OF MASSACHUSETTS j JPUB1 IC HEALT„H�D VISION - TOWN OFARNSTABLE;MASSACHUSETTS Yes ` ZippYtcatton-for �3*95aY p tent �Congtructton ermctt Application fora Permit to Construct( ) Repair( !Upgrade( ). Abandon( 0 Complete System ❑Individual Components �� \ Location Address or Lot No.-26 9 111,4" �: Owner's Name,Address,and Tel.NoC�t>q4 S " 77,7, Assessor's Map/Parcel o/O 7 -7_ i ,.r Installec's•Name,Address,and Tel.No.J31 ��oJr7�r �awJ� '�f Designer's Name,Address and Tel.No. 37/�''�/,;J S''•��i�-G f1/-i�>i//5 - �l�• S z�Y' 7G� ^ Ys �i/ Y�•,7a/5 /�Js! S vTyperof Building: Dwelling No.of Bedrooms Lot Size o2 Q, r�r sq.ft. Garbage Grinder (�)� r Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) b�6 gpd Design flow,provided z,27` gpd Plan Date Dee / 1 aiv�/ Number of sheets y: /,» `` -Revision Date Title 5 S f s /�I�h d .7/ `� S A cr.�r S max.' /� �~ Size of Septic Tank /S awn4stt f 4,/ , ! /0, C- J, Type of S.A.S.o1 /6, .) Description of Soil S rr ! lG q Nature of Repairs 1 pa s or (Answer when applicable) �P/4 /37s6. Gc G .///G r/11,r erg ,[H.,/ /*�,, / r JG+ �I�Ih to /WM C'/yli/1/�c,r +cn//Y c� I �cr.J ST/ F�11.11 �Y� GI 0 t O r.7r V'/. I�.,..�/ C/ b✓// / r. //•e. /T//.w.I _ 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 tl e n ironmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea h. Signed Date. Application Approved by — Date o 7 Application Disapproved by: - Date for the following reasons I Permit No 1 > e Issued - ---_—_----- - _ THE COMMONWEALTH OF MASSACHUSETTS -BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( !/j Upgraded ( ) Abandoned( )by / p j; G o ,I 11,7/e'll- / r at has been constructed in accordance with the prIo;visions of Title 5 and the for Disposal System Construction Permit No. .�o y.7- O S/ dated Installer__!)✓ Designer/ #bedrooms r Approved design flow ��3— gpd The issuance of this ppermit shall notibe construed as a guarantee that the system wi nVitn as desigrIed. Date t 5��� I Inspector - --------- ---------------------- No. �-O O�- �` �} Fee THE COMMONWEALTH OF MASSACHUSETTS ��(�� PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS lis;pont *Pgtem Congtructton Permit Permission is hereby granted to Construct ( ) Repair 1� Upgrade//( Abandon ( ) System located at e2la Sc,/ti ,® l.1 3 L Al and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title Sand the following local provisions or special conditions. Provided: Construction must be completed within Three years of the date of this permit. Date 2-12 - 07 Approved by L---, V 1 t 0*IKE 7, gyp` "0: Town of Barnstable � I41fLYS'CABLE. xA Board of Health s6gq. ♦0 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. Ms. Lynne Whiting Hamlyn July 13, 2005 Hamlyn Consulting 690 Thousand Oaks Drive Brewster, MA 02631 RE: 269 South Main Street, Centerville, MA A= 207-097-002 Dear Ms. Hamlyn, You are granted conditional variances on behalf of your clients, Ken Sadler and John Greene, to install an onsite sewage disposal system with innovative/alternative technology at 269 South Main Street, Centerville, Massachusetts. The variances granted are as follows: Section 3601-1: The soil absorption system will be located 86 feet away from the edge of a wetland, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. Section 360-1: The reserve area for the soil absorption system will be located 86 feet away from the edge of a wetland, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. Section 360-1: The septic tank will be located 75 feet away from the edge of a wetland, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. Section 360-18, Filling of Marginal Land: The soil absorption will be installed in the area of the parcel where there isn't four feet of naturally occurring pervious soils provided below the bottom of the proposed leaching facility. Therefore, fill will have to be brought-in; the land will be elevated 3.4 feet higher than the natural grade. Q:HamlynWhitingGreeneSadler _ r These variances are granted with the following conditions: (1) No more than two (2) bedrooms maximum are authorized at this Yproperty. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. The dwelling shall be constructed in accordance with the submitted floor plans. Any proposed revisions to these plans shall be submitted to the Health Agent for his review and approval or disapproval. (3) The applicant shall record a properly worded deed restriction, signed by ✓ the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two (2) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The wastewater effluent shall be tested and monitored once every three months (quarterly) for fecal coliform; this testing shall be conducted quarterly every year. (5) ,The wastewater effluent shall be monitored once every three months for total nitrogen, BOD, TSS, and Nitrate-Nitrogen, and ammonia during the first two years of operation. (6) The Total Nitrogen (TN) level shall not exceed 15 mg/liter. ` (7) The applicant shall obtain written approval from DEP in order to construct t/ the SAS only five feet away from a retaining wall as proposed, prior to obtaining a disposal works construction permit. / (8) The applicant shall provide a written operation and maintenance plan for the I/A system to the Board of Health, prior to obtaining a disposal works construction permit. (9) The septic system, innovative/alternative (I/A) system, and UV disinfection unit shall be installed in substantial compliance with the submitted plans dated June 15, 2005. (10) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated revised June 15, 2005. Q:Ham l yn W h i ti n gGree neS adl er These variances are granted because the physical constraints at the site severely restrict the location of the disposal system due to the close proximity of a wetland. Sincere yours, Wa Miler, M.D. v Q:Hamlyn WhitingGreeneSadler FRG:''. RNLAND PHONE NC. 508 775 3650 Feb. 06 2007 11:07AM P1 *14Juo0eWLaC l-5b= 9 �I;^2 F-4$2 FROM 14anne'Ln Sadler ASsoctztts MHArlE ND, : Sas 79e MiE3 Feb. �5 y'c�L1r tbcignddoriginui caurvic:zo- 44 Commra►cial Stfest 4d Gy pl Smst 02757 &Wb%MA d2767 Tel: (509)""233 Fax: (50)880.-M2 MUS Wpeetian A WM= t is entered ituo by Waatat=tw TreataneW Setvlcee„bW-O=tft call VM) sad the YAW WMeus OWI+r M rifled OWMN,far to purpose of WNW lhetlt terms and condidmi governing!IV'l'A's oblipda=to inspect Ohs egtti rit liatod be3ovlr. Upset Ncwpwc*of this a erne tz,WTS wEl render the Wowing saves only: Ngi:~pmt nt o ill bt ir�at lent—L titan pat Yam'tMC this Agrectttr=tesnaim is effc A,with the Srstimpeoots begWLt*— ,.. Time it)RMOM will iwhVIa: 1) Testing of do slu4c&-pth m the a pdo m*. 2) Im3peotion,power,eking sad 04m ints]es C-mr of dte air blawte. 3) Laspecdon of'.ke alnm*VMM- 4) b spcc i=,pawex texthg and ct=hemp of UN utiit. 5) lx:spact over-all cnodition of FAM&SAM- G) Nomfy OWNM*fany proUm emaourn=cd. ?) Seek*of ttxt routiaa msintanarco Wsjl be bAted at anUtaly me plus Lmvel toad rmlenal. VM eliall wtffy iho focal board of hmith oAd DepuTm=of Ettvir=r tat 8r mSM0t1 in writing wit in. 34 hmm of a q t"faswe at slams r4maL laciufts=rectm map-%w es that-have been talum, OWnR wriu be'b-,W 44-d WTS elxges for wW parts and ia.mpair6 or msiAleawsce. Any :add emo labor time,wfl be bflWd m ibe AWM it curCt' t labor=6 Of SM0 per hour. Emagency servvrc betwoen rLV4w L,*7ctie0 will be prov ded At standard labor:atot during reamal business h=94 as rtme and of Yleftv$40 8M mrl an Sau rden and m double ti;n8 on 5=4)a -S sect }tolidayrs, E=gcMy sar*e chnft Wi4 bmtudo li t men f=(h)hame of Jabot, phis Stmdard WTS ehuVn fr pars.plus mileagw salad travel oba€Sp. The maul Me ittoludes ma ttte mainter=ce, but dote not inch:&r@safra MgUiMCL for dssrtases cttumd lay a19441,acid='%73=t acts of ti:i'd moors. !'bxoes of rAUjra,of altCa L-W surds to 014 agWpseea:. WTS 4ABU nd be Mpott MJe far Mute to reader the aPaad satviacs:f soused by ST42ts.,lam disp tsar-oo m%-Ii!m by 0WIML Or other fatubm beyond dso ocrartil 6f WTS. OWIr'l AU:Adere=dj end agrees Thai WTS is sotsespoamble for specx3Ll.3ne:erfit4l or conseq=aial daznsges,including but t:ox lirr�to loss of tee,i:#"m pomoa or pmpm ty,or egvipt k failurc. OWN=agrees cleat WTS may 4AW OWNTW$pz+opeshr=4:lave AC&TWe saarss m stl aT^..as daemad by WU m be:mde W&W or appemidte for WTS to partam its 40ICS hsreundet. FR01, :. RbI LAND PHONE NO. : 508 775 3650 Feb. 06 2007 11:07AM P2 *;ojaaeu�W T-M P 82/02 °-482 "RDI" kermeti, 53dIq�t• RsSociattes I''I't�Vk NU. cJ-J,Y-pT ?i�Girk�N-Jk;:tiByki$ + 50538^?G3. "-5i$ P 03/03 F-e�A Clxr+a r."S pnotiot is to wad 0%'-NMR oppro2dwa%ly ,0 d:+ys before expi:attkn of the m m of the aW=1 contresct M eitha:a rcw opritTwi or are off'&-io ewtafid the cutent oo=s;n's tcr=aad(2)an invoioe?ba one yea'of serv'sae. It is 01411&'s Mpotall ay to fizoly vemrn tl:a ywynwn and eitltrr Jim -near Cp=dcr nr 1'he aaca Wd Mtnak4 aoanplemd ani sited. %M mz,t aaeeive the payment=d d4cwtsaazs be:ara r;Tkvion Of$0 0=cuueat ee ul"year to w4v cortitimm can't4et COYMg , fFstlura to ret ra Fueh doct!xmnts ba*w cm to ogee comply with trait contras,may z 1!:n suspension of servief,:a 01fatiea oftae Q=tr=ar&*r twllifidet on of wanmties,at the o'.eftm ot" WT$• Q"MR tray ro".P.agizadfit 0==et wiftur dxprw VMMM cobs►'"of WTS. it:will wwjl�ri in force wYVl a pasty amoels by written Ao"s to em ad=at the sdtizus given herein,or unity the e4;11rwt tern-axpires,whichever is&mum, Bio-M:ordhan It itTom Cvn%eQ14,SSA $340.00 *$tom by 0"-j U-iC' ALO ��.. O$tsvias Czw .� 3igsLed• �`�`""' 'Address; 269 Sottrh Main Strut 44 Coz aimml Street ..� R.ay4hOM MA 027677 Tale:(503)$90-4233 "City; 3rmmta Zip:__.._ Fs=($00 UO.7232 Ctaiaaville 1Vr.A o'632 Tfthmc M-445-6M $f%tive Date of Agree,t= OWNER WuWstaads'-i(1)A.%WUA .RATS.payment is far one yes,,Only W=X.A iag em to oftcdve ds a sat few abovr sg4;s rc+,-ra�k and(a)C►,aremt DEP Z%-ekes=quire GWNER To waintsin a swvic*agrMmw=ford=life of tit FAST'*&pit= X RA VI RIAD AND UN. VMTA-NM TX E 1011MINC.. -Silted by Off: tYlae ,es „ , EMU22d ss=Vlo Uken 4 t'imob pr year for sale yaGrs tmd Miveiv4 to a qual'i d TeiI4 lab for nVnatian. Rues sear,w Sum and icW Agmin to woU.as the OW-NM. Cam is reVwsib?e for providing aD+cepwoo twue:ss to 4$1ueat to Qmbla 4 gmb suwle to be Mk=-for 111boattay Wns Fed. *0%X—A-99 CHECK ONE) t x)QEXERAL ( )RMAMiA i. ( 3 PROVISIONAL 03MCIAL CQNR3Y• ONS M LOCAL BCAJO OF MALTH,M or,.'PD:f IMS,Plea-Attach wPy of pmia (X)DR,POET.TB .Itii=,Nin to,TX-V,Amv=in ( )Otter: "Cost for Usdng. SM.Mos Operator Iftnedt_V_MaM `verett *Znfmievr: Dow-a Cape Bngine *Approval for Eff=nt Tostins w Page 1 of 4 P�°fSF1E r°�� Town of Barnstable MRNS-rAULE. ' "Ass i679• Board of Health O° �� .. PTF0 MAC A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. RESULTS OF THE BOARD OF HEALTH MEETING Held On Tuesday, July 12, 2005 at 7:00 PM Town Hall, Second Floor Conference Room 367 Main Street, Hyannis, MA 1. DISCUSSED Amy Wallace, EDS Update DISCUSSED Elizabeth Haskell, IDEP Update if. Continued Items from Previous Meeting: ADDITIONAL Mark H. Boudreau representing Susan Taylor, Women's Workout SINKS WILL Company- Attucks Lane, Hyannis, preparation of protein shakes BE INSTALLED and juice drinks without a double-bay or triple-bay sink. PER APPLICANT's ATTORNEY GRANTED Lynn Whiting Hamlyn representing John Greene- 269 South Main Street, WITH Centerville, 28,749 square feet parcel, vacant lot, proposal to construct a CONDITIONS new two bedroom dwelling, multiple variances requested regarding distances to wetland and property line. (A) No more than two bedrooms are authorized at this property. (B) The applicant shall construct the dwelling in accordance with the submitted floor plans? (C)The applicant shall record a,,properly worded deed restriction;signed by the property owner, at the Registry of Deeds restricting the number of bedrooms at this property to maximum of two, before the applicant obtains a disposal works construction permit. (D) The wastewater effluent shall be tested and monitored once every three months (quarterly)for fecal coliform; this testing shall be conducted quarterly every year. (E) The wastewater effluent shall be monitored once every three months for total nitrogen, BOD, TSS, and Nitrate-Nitrogen, and ammonia during the first two years of operation. (F)The Total Nitrogen (TN) level shall not exceed 15 mg/liter. (G) The applicant shall obtain written approval from DEP to construct the SAS only five feet away from a retaining wall. (H) The applicant shall provide a written operation and maintenance plan for the I/A system to the Board of Health prior to obtaining a disposal works construction permit. (1) The septic system, innovative/alternative (I/A) system, and UV disinfection unit shall be installed in substantial compliance with the submitted plans dated June 15, 2005. (J) The designing engineer shall certify in writing to the Board that the system was installed in substantial compliance with the plans dated June 15, 2005. FROM :down cape engineering inc FAX NO. :15083629880 Jan. 16 2007 08:06AM P2 COMMONWFALTH OF MA.SSACHUSETTS EXECUM 4 OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION CAPE COD OFFICE 973 Iyannoulth,AoiLd;.'Houte 3.82, Hyannis, MA 02601 Phone: OOK-771-6003 FAX. 568-1714156 DEV_AL L.P.ATMC K Governor LAN A,R()WLES SFCrt`tary TIMOTHY P.MITRTtAY ARLEEN(YDONNELT. Lieutenant Covernor Catnmirseioner Janus 9 2007 Ms. Sarah Ujala RE: TEC'IINI('A'i,ASSISTANCE—31.0 CMR Dawn Cape Engineering 15.000 939 Main Street(Route 6A) Yarmouth.Part, Massachusetts 02675 Dear Ms.Oj al.a: MassDEP is in receipt of your letter inquiring about the requirements for concrete retaining walls constructed in accordance with 310 CMR 15,255. As 310 CMR 15.255(2)(c) states, "the recommended distance from the impervious barrier to the edge of the soil absorption system closest to the barrier should be at least tent fleet." Please note that the ten (10)foot separation is a recommendation and not a requirement. In this case,the imperviows barrier would be the inside face of the concrete retaining wall. 1Nhile a text (10) foot separation is desirable, the approving authority does Have the diserction to account liar site specific conditions which may allow for a lesser amount without requiring a variance. If you have any questions or require additional information,please contact me at(508)771-6047. ier �fraly your:;, A, Dudley au cif Resource Protce on is This infonnaflm is availnhta in akematc tormaL C,fl Donald M.Ganes,AnA c wnUnatar at 611-SWL"7.Tnn H.vice-i-800-I/8-2207.Mws0EP on ft WoM V*de VVeb: httpJAnww.MM.gW/dep Printed on Recyded Paper ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P.C. ATTORNEYS AT LAW 25 MID-TECH DRIVE, SUITE C WEST YARMOUTH, MA 02673 (508) 775-3433 Telephone (508) 790-4778 Facsimile Edward J.Sweeney,Jr. Thomas P.Carpenter Michael B.Stusse Kelly S.,Jason Donna M.Robertson Herbert F.Lach,Jr. Matthew J.Dupuy Tracey L.Taylor Charles M.Sabatt Girard C.Brisbois Charles J.Ardito P.C. Refer to file no: February 2, 2006 Town of. Barnstable Attn: Thomas A. McKean 200 Main Street Hyannis, MA 02601 R4296 South Street;-enterville,.MA-02632 Dear Mr. McKean, Please find enclosed the proposed Deed Restriction for the property located at 296 South Street, Centerville, Massachusetts. y Please call me if you have any questions. Very truly urs, MAT DUPUY, ESQ. Mi /tib = +` <1 :,C? cc: John Greene ca 7, PQ .. ca c.� r Deed Restriction Whereas, Octavius A. Orbe and Eleanor C. Orbe, of 743 West Saddle River Road, Ho Ho Kus,NJ 07423, are the owners of property located at 296 South Main Street, Centerville, Barnstable County, Massachusetts,being shown on Barnstable Assessor's Map 207 Parcel 097.002 and being shown as Lot B2 on Plan of Land entitled, "Plan of Land in Centerville, Barnstable, Mass. For Laurence W. Bearse Date: June 13, 1983 revised: August 12, 1983 scale 1 in. =40 ft. Eldredge Engineering Co., Inc. Reg. Civil Engineers & Surveyors, 712 Main Street, Hyannis, Mass."Which said plan is duly recorded with Barnstable County Regsitry of Deeds in Plan Book 406, Page 42. Whereas, Octavius A. Orbe and Eleanor C. Orbe, as the owners of said Lot, have agreed with the Town of Barnstable Board of Health to a restriction as 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 Invironmental Code, Title V, minimum requirements for the Subsurface Disposal of Sanitary Sewage and to obtaining a building permit for this lot; Whereas, The Town of Barnstable Board of Health, as a pre-condition to granting the variance from 310 CMR 15.214, State Environmental Code, Title V, Miniumum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the constructuion of a single family home on this lot is requiring that the agreement for the restriction of the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document. Now Therefore, Octavius A. Orbe and Eleanor C. Orbe do hereby place the following restriction on their above referenced land in accordance with this agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. Lot B2, Plan Book 406, Page 42, house#296 South Main Street, Centerville, Massachusetts, may construct upon the lot a house containing no more than two (2)bedrooms. Octavius A. Orbe and Eleanor C. Orbe hereby agree that this shall be a permanent deed restriction affecting 296 South Main Street, Centerville, MA being shown on plan B2, Plan Book 406, Page 42. For title see deed recorded in the Barnstable County Registry of Deeds in Book 4965, Page 30. Executed as a sealed instrument this day of -, 2006 Octavius A. Orbe Eleanor C. Orbe COMMONWEALTH OF MASSACHUSETTS Barnstable, ss , 2006 On this day of , 2006, before me, the undersigned notary public; personally appeared Octavius A. Orbe and Eleanor C. Orbe, proved to me through satisfactory evidence of identification, which were MA Driver's License, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she/they signed it voluntarily for its stated purpose, Notary Public: Com Exp: I-IAMLYN CONSULTING 690 Thousand Oaks Drive, Brewster, MA 02631 Phone & Fax: (5©8�)y8'J "51 � 5 '1 ALE June 21, 2005 �p p� �} �p �}�� L I �i"I �� �L Dear Abutter: J Acting under the provisions of Town of Barnstable Regula 1ons,`1G] dd-crf-Hi will hold a public hearing on the application of. John Greene 16 Madison Avenue Centerville, MA 02632 for variances to Town of Barnstable Regulations for the installation of a subsurface septic system to service a new dwelling at 269 South Main Street, Centerville, MA (Assessor's Map 207, Parcel 97-2): Art I, Section 360-1: - septic tank to be a minimum of 75.2 feet from the edge of wetland (24.8' variance) - leaching facility to be 86 feet from the edge of wetlands (14' variance) reserve area to be 85 feet from the edge of wetlands (15' variance) Art VIII, Section 360-17, 18A: - Installation of onsite sewage disposal system on marginal lot The hearing, already opened with the Board of Health, has been continued to July 12, 2005. You are being notified by certified mail as the continued hearing date has been changed from August 2, 2005, as announced at the June 14, 2005 meeting,to July 12, 2005. No changes have been made to the septic design shown on site plan previously submitted to the Board of Health. Only information relative to percolation testing has been added. The hearing has been scheduled to be held in the Selectmen's Conference Room at Town Hall, 367 Main Street, Hyannis, MA at 7:00 PM. Please call the Health Office at (508)862-4644 to confirm the date, time and location. Plans are on file at the Health Office. Yours truly, Lynne Whiting Hamlyn Environmental Consultant cc: Kenneth Sadler John Greene Sarah Ojala, Down Cape Engineering, Inc. Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. July 13, 2005 Ms. Lynne Whiting Hamlyn Hamlyn Consulting 690 Thousand Oaks Drive Brewster, MA 02631 RE 269;South Mam Street, Centerville, MA;: A- 207 097-002 Dear Ms. Hamlyn, You are granted conditional variances on behalf of your clients, Ken Sadler and John Greene, to install an onsite sewage disposal system with innovative/alternative technology at 269 South Main Street, Centerville, Massachusetts. The variances granted are as follows: Section 3601-1: The soil absorption system will be located 86 feet away from i the edge of a wetland, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. / Section 360-1: The reserve area for the soil absorption system will be located 1/ 86 feet away from the edge of a wetland, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. Section 360-1: The septic tank will be located 75 feet away from the edge of a wetland, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. Section 360-18, Filling of Marginal Land: The soil absorption will be installed in the area of the parcel where there isn't four feet of naturally occurring pervious soils provided below the bottom of the proposed leaching facility. Therefore, fill will have to be brought-in; the land will be elevated 3.4 feet higher than the natural grade. Q:HamlynWhitingGreeneS adler 1' t These variances are granted because the physical constraints at the site severely restrict the location of the disposal system due to the close proximity of a wetland. Sincere yours, Wa M' er, M.D. II i Q:HamlynWhitingGreeneSadler FROM :=•',awn cape engineering inc FAX NO. :15083629880 Jan. 16 2007 08:57AM P2 ' .. Bk 2039 P'sd► iSr? • �CE�,R,trSt�Cl141'1 Whereas,Octavius A.Orbe and Eleanor C.Me,of 743 Saddle River Road,Ho Ho Kus,NJ 07423,are the owners of property located aiSouth Main Street, Centerville,Barnstable County,Massachusetts,being shovm on Barnstable A.v.Ses3or's y Map 207 Parcel 097.002 and being shown as Lot H2 on Plan of Land entitled,"Plan of Land in Centerville,Barnstable,Mass.For Laurence W_Hearse Date: June 131P1983 revised: August 12, 1983 scale 1 in.=40 ft.Eldredge Engiximring Co.,Inc.Reg.Civil Engineers&Surveyors,712 Main Street,:Hyagnis,Miss."Which said plan is duly recorded with Barnstable County Regsitry of needs in Plan Book 406,Page 42, Whereas,Octavius A.',Orbe and Eleanor C.Orbe, as the owneft of said Trot,have agreed with the Town of Barnstable Board of Health to a restriction as 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 invironmental Code,'title V,minimum requirements for the Subsurface Disposal of Sanitary Sewage and to obtaining a building permit for this lot; Whereas,The Town of Barnstable Bowd'of Health,as a pre-condition to grating the variance from 310 CMR 15.214,State Environmental'Code,'Title V.Miniurnum Requirements for the Subsarface Disposal of Sanitary Sewage;and authori2ing the issuance of a building permit fot the constructuion of a single family home on this lot is requiring that the agreemem foe the restriction of the number of bedrooms in any 46use constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document. Now Therefore,Ootnvius A.Orbe and Eleanc a C.,C3rbt do hereby place the following restriction on their above referenced land in am' ordanee with this agmc=nt with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title. 1. Lot 132,Plan Boob 406,Page 42,hou.4e South.Main Street,Centerville, Massachusetts,may construct upon the lot a house containing no more than Iwo � rooin�s,� Octavius A.Orbe i� leanor.C.Oft hereby agree that this shall be a pennarxent deed restriction affects South Main Street,Centerville,MA being shown on plan 82, Plan Book 406,Page 42. FROM :down cape engineering ina �"jMp , p 1 Jan. 15 2207 08:57AM P3 ,Bk 20859 Pg 263 #18547 ,a For title see deed recotded in the BarbsWit, of Dew Book 4965, Page 30. r 8 I ��II JAI f 11 r i Ex a as ca. led,in.�trumertt" r day!af'f'4d` 006 r Orbe Eleanor C.Orbc 67 4T ado.. 006 I on this day of ; 2O66,,before me,the undersigned Mary public;, personally appeared..:. tows A.'( ~-a-nd Eleanor C. Oft proved to me through satisfactory evidence of id00 atign, which`were MA Drivers License, to be the person Whose..name 'is aig3ad;5 on. -preceding of attached doeur=t, and acknowledged to men that h0o* P*sig*d it,voliantarily.for its Stated purpose, ,,... �1�{ F t , �lotary Public. S''��;;;; .�fw i•� ComExp: 141 RW.; - - COMPLETE THIS SECTION • • ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired:.. ■ Print your name and address on the reverse so that we can return the card to you. C. Signatur ,��, tM ■ Attach this card to the back of the mailpiece, ❑Agent or on the front if space permits. ressee D. Is delivery a ifferent from item 1? ❑Yes 1. Article Addressed to: �J If YES,enter delivery address below: ❑ No e 3. Serv�ise-Type Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise tl--/Ile ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from 4 servic � � i tl 1 1 1 1, ;; ,i003. 2260 p004 F5472 t2820 i f S Fofm 3814,'July 1999 t I ; [j i j I Domestic Return Receipt 102595-00-M-0952 Gam/] 2-I . _ UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Dawn Cape Engineering, tm 939 main St. — Suite C Yarmouth Port, NIA 02675 I I i I , I I SENDtR:,COMPLETE THIS SECTION • • ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Pri t Clearly) B. Date of Delive item 4 if Restricted Delivery is desired. "�2 ■ Print your name and address on the reverse so that we can return the card to you. C. Si lure ■ Attach this card to the back of the mailpiece, X ❑Agent or on the front if space permits. ❑Addressee D. Is 6elivel ess different from item 1? ❑Yes 1. Article Addressed to: I`YES,�er elivery address below: ❑ No ,p `7 o/ �l lei 1/4-- o077 3. Service Type y� 03-e-eftified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise El Insured Mail ❑C.O.D. Ck 9 + 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from servi1 7003 2260 0004 5872 2813 F/�ryn 381,1,IJuly-1999' I f I I i I Domestic Return Receipt 102595-00-M-0952 t UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I I Down YarMOUth POr4, I I I I ME J . ° Town of Barnstable �S�� : Public Health Division y'�NNE U.S.P€511" GE }� 200 Main Street.63 Hyannis, MA 02601 jaev05 } 0 4,4l 2 f 7004 2510x0002 6232 8523 m .A H METER 7156,26 I .4 �I Q9 Mr. Josue De Souza 53 Quaker Road Hyannis, MA 02601 �pP r�:j1� `�� Ii1:", 141.�f. j ; ►►►i,�1�1l��,1�;1,if: I�fl,};,,�'I,.l,.�� I SENDER: COMPLE 1E-THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature ( -~ item 4 if Restricted Delivery is desired. X ❑Agent i ■ Print your name and address on the reverse ❑Addressee I so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery I ■ Attach this card to the back of the mailpiece, I or on the front if space permits. D. Is delivery address different from item 19 ❑Yes I 11. Article Addressed to: If YES,enter delivery address below: ❑No I J 6 5;CL I A*an- 1PQ r j ✓A& D lov 1 3. Service Type I \ rtified Mail ❑Express Mail I j I Registered ❑Return Receipt for Merchandise I ❑ Insured Mail ❑C.O.D. I \\ I /�� _ 17-' go S,�L 4. Restricted Delivery?(Extra Fee) El Yes I \ �w' I `t 12. Article Number i (transfer from service labP, 7e)o Z 2 Jr/0, ®00 oZ. 6 2 3,;?— PS Form 3811,August k.;01 Domestic Return Receipt 102595-02-M-1540 I I � I I oF1HEr Town of Barnstable Department of Health, Safety, and Environmental Services 9B,R1639 MASS. Public Health Division tb;q. �0 ArED""°r A 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344 Director of Public Health July 5, 2005 Mr. Josue DESouza 53 Quaker Road Hyannis, MA 02601 ORDER TO APPEAR BEFORE THE BOARD OF HEALTH DATE: TUESDAY JULY 12, 2005, 7:00 I'M LOCATION: SECOND FLOOR SELECTMEN'S CONFERENCE ROOM TOWN HALL,367 MAIN STREET On June 14, 2005, the Board of Health voted to deny your request to utilize the existing septic system located at 127 Bristol Avenue Hyannis, in order to increase the number of bedrooms at your property from three to six. The,Board also voted to schedule a public hearing regarding the violations observed at your property. You are scheduled to appear before the Board of Health at their next scheduled meeting Tuesday July 12, 2005 at 7:00 p.m. in the second floor Selectmen's Conference Room, located at 367.Main Street Hyannis. At the hearing, you will be given an opportunity to testify, present witnesses, and to provide any documentary evidence you may have an regards to how you complied with the order from the Director of Public Health dated February 23, 2005. Attached is a copy of the order letter mailed to you on that date. ZPER ORDER O BOARD OF HEALTH . as . McK an Health`Agent`;` t_7i 1._ FINE Town of Barnstable BAMMASS. Department of Health, Safety, and Environmental Services o 59. 6 Public Health Division 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344 Director of Public Health February 23,2005 Mr. Josue DeSouza 53 Quaker Road Hyannis,MA 02601 NOTICE TO ABATE VIOLATIONS OF THE STATE SANITARY CODE,CHAPTER 2, 105 CMR 410.00, THE STATE ENVIRONMENTAL CODE, TITLE 5 AND THE TOWN OF BARNSTABLE RENTAL ORDINANCE,ARTICLE 51 The property owned by you located at 127 Bristol Avenue, Hyannis, MA. was inspected on February 23, 2004 at 10:05 a.m.by David Mattos, Building Inspector and Thomas McKean, Health Agent for the Town of Barnstable because'of a complaint regarding overcrowding. The following violations of the State Sanitary Code, 105 CMR 410.00, 310 CMR 15.000 State Environmental Code,Title 5 and of the Town of Barnstable Rental Ordinance,Article 51 were observed: 105 CMR 410.300 and 310 CMR 15.00: There were a total of seven (7) bedrooms observed in this dwelling; two were observed on the first floor,two on the second floor, and three were observed within the basement. However, the existing septic system was.not designed for seven bedrooms. [According to the September 24, 2002 inspection report completed by Joseph Macomber. Jr., the septic system consists of only a 1,000 gallon septic tank connected to two 6' by 8' block cesspools. A third cesspool is also present; but it appears to be acting as an"overflow"pit as it is located off of one of the first two cesspools.] 105 CMR 410.450: Three separate sleeping areas with beds observed within the basement without adequate emergency egress(second means of egress)provided within each of the three bedrooms. 105 CMR 410.481: Posting of Name of Owner: Name, address and telephone number of owner not posted on a twenty(20)square inch sign outside the dwelling adjacent to the main entrance. You are ordered to remove the bedrooms from the basement by removing entrance doors, by removing the beds, and by opening all door-way entrances (by partially removing walls) to each room in the basement to minimum of five feet wide openings within ten days of your receipt of this letter. You are also ordered to post your name,address and telephone number on a twenty(20)square inch sign outside the dwelling adjacent to the main entrance within twenty-four(24)hours of your receipt of his letter. You may request a hearing before the Board of Health if written petition requesting same is received within seven(7)days after the date the order is served. Non-compliance will result in the issuance of non-criminal ticket citations of$100.00 each. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH Thomas A.McKean Director of Public Health SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also Complete A. Re^eived by(Please Pri arty) B. Dat of Delivery item 4 if Restricted Delivery is desired. ' ■ Print your name and address on the reverse so that we can return the card to you. C. Signature ■ Attach this card to the back of the mailpiece, ❑Agent or on the front if space permits. ❑Addressee D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: "— q If YES,enter delivery address below: ❑ No �a(Ar�c4 4-- l� / 3. See i e Type L�J Certified Mail ❑ Express Mail ❑ Registered ❑.Return Receipt for Merchandise ��� ❑ Insured Mail ❑C.O.D. G 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from se 0004 58722790: PS 102595-00•M•0952 FgffTl ��ly'1999 ' Domestic Return Receipt `J UNITED STATES POSTAL SER M4 0� 1 „! first=Class Maih�9' �f �,&Pees Paid. r�1� USPSQj r�, urnJ • Sender: Please pri t.xo iie.�ame, address, and ZIP+4 in this box • dQmin CaPe Eng.Inaenn�g, In. I wa Main St. ---- Suile C Yarmouth Part, SPA 02,675 I I 2 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si a ure item 4 if Restricted Delivery is desired. 0 Agent ■ Print your name and address on the reverse X Addressee so that we can return the card to you. B. Re`ive I by rinted.am) G Date of Derive ■ Attach this card to the back of the mailpiece, ' L f ,J � or on the front if space permits. V (O D.�s delivery address differen)s item t? ❑Yes 1. Article Addressed to: I If YES,enter delivery addr s below: ❑ No 'p 3. Service Type FjkCertified Mail ❑Express Mail Registered ❑Return Receipt for Merchandise i 1 ���� /�/� ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes p04i+1'160�-0002t1321' 3Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees,Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • W'"LYN CONSULTING 590 Thousand Oaks Drive Brewster, MA 02631 0 3 V �n COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ` ■ Complete items'1,2,and 3.Also complete A. Signature ` item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. at of De live. ■ Attach this card to the back of the mailpiece, i or on the front if space permits. D. Is delivery address different from Rem 1? Yes I C Article Addressed to: If YES,enter delivery address below: ❑No 3. Service Type — 'S �Iified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. j 70014111160 D002tt1321 27'67 t'; PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-154dl -_ I UNITED STATES POSTAL SERE "'.i First-Class Mail.' Postage&Fees Paid LISPS CA. Permit No.G-10 • Sender: Please pPint'p&name, address; and ZIP+4-in-this box I I I I I HAMLYN CONSULTING I 690 Thousand Oaks Drive I Brewster, MIA 02631 I I I I . I I I I G, SECTIONSENDER: COMPLETE THIS ■ Complete items 1,2,and 3.Also complete A. i ature item 4 if Restricted Delivery is desired. Agent ■ Print your name and address on the reverse_ Addressee so that we can return the card to you. B. Received by(Printed N C. a e of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address di nt from item 1 ❑ es 1. Article Addressed to: If YES,enter delivery address below: ❑No 3. Service Type certified Mail ❑ Express Mail Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. �CJ(� 4. Restricted Delivery?(Extra Fee) ❑Yes 2.� 70014 11600 d02111321 247,7•, 1 1, . I PS Form 381,1, February 2604 C ' Domestic Return Receipt 102595-02-M-1540 M UNITED STATES POSTAL SERVI9 �w.� " First-ClasMail- jr. Postage-&Fees Paid USPS Permit No:-G-10 j • Sender: Please print your name, address, and ZIP+4 in this box • I tl I I I • I HAMLYN CONSULTING, 690 Thousand Oaks Drive '- 8rewster, MA 02631 I I p I 9 I I I COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. 'gn ture item 4 if Restricted Delivery is desired. 0 Agent ■ Print your name and:address on the reverse ❑Addressee so that we can return the card to you. fOeceived by(Printed Name) Date of Deliv ■ Attach this card to the back of the mailpiece, 1 hDv 4 -o5 or on the front if space permits. W Jil / D. Is delivery address differen om item 1? ❑Yes w 1. Article Addressed to: If YES,enter delivery add ess below: ❑No 3. Service Type L lEkGertified Mail ❑Express Mail ( �^� 0 Registered ❑Return Receipt for Merchandise ❑ Insured Mail 11 C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2' 7004; 1160-, 0002i11-321�212Si 4 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540+ UNITED STATES POSTAL SERVF,`'-' '' .j m" First-Class Mail" Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print yot'.nlame, address, and ZIP+4 in this box • HAMLYN CONSULTING 690 Thousand Oaks Drive Brewster, MA 02631 03 �t'�rtrrr�r�r��rrrr�Etttr'�rt�tfr��rr�rrrtrrr�Ojr�rrOrrrrrjfr� SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A.-signature item 4 if Restricted Delivery is desired.. _ ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Receiv {Pri d Name) C./Date of Delivery., ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is de ivery address different from item 1? Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No 32- 3. Service Type ertified Mail ❑Express-Mail � ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2 w '7004 11601 0002t 1321,E 2736j M PS m 381 Form Febru_a. _ - Domestic Return Recei t 102595-02-M-1540 i __., _. rY2004 P I UNITED STATES POSTAL SERVICE - r Postage&Fees Paid _USPS - Pefmit No.G-10 • Sender: Please print.�%aur,na e, address;-,and ZIP+4 in this box • HAMLYN CONSULTING 690 Thousand Oaks Drive Brewster, IWA 02631 111,,��►I,I,Ii,,,ail,,,�li„1,I.II„i,,,I,,,t1I,�;I,li,�+�,ll�l COMPLETE THIS SECTION ON DELIVERY ■ Complete items'1,2,and 3.Also complete A. Si qKa t re item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the,reverse X ❑Addressee so that we can return the card to you. B,. Rec ived by( ' ed m) C. Date of Delivery "�A ■ Attach this card to the back of the mailpiece, j or on the front if space permits. G D. Is del ery address different from item 1? ❑Yes 1] Article Addressed to: If YES,enter delivery address.below: ❑No � �� �C�_✓'� 3. Servic Type �7T ertrfied Mail ❑ Express Mail Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) p Yes 2 - 7004 '1190, 10002ti1321 2.743��++ I PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • j HAMLYN CONSULTING 690 Thousand Oaks Drive I Brewster, MA 02631 i . i i IIIlflt7isltA�t„ III IIIIIIif fill IIIIIItl i m lL u-t WJAPT, N m ti `0 Postage $ru O� C3 Certified Fee O Cftstmark to p Return Receipt Fee t0Here 0- (Endorsement Required) r J t3 Restricted Delivery Fee r-I (Endorsement Required) o N ,` Total Postage&Fees $ . 7�' �27 &A L Sent To smear ilpc :"3 Q LC r or PO Box No. City,State.ZIRM------- l$ Y1hi6:12 Q t Cert6fied Mail Provides: (9—ey)zooz eun�'ooss uuod sd ■ A mailing receipt ■ A unique identifier for your mailpiecb ■•A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Mails or Priority Mail®. e Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. ■ For an additional fee;delivery may be restricted to the addressee.or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". e If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail. receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. � J DOWN CAPE-ENGINEERING, INC. 41 E 939 Main Street (Route 6A) YARMOUTH PORT, MASSACHUSETTS 02675 (508) 362-4541 ' (508) 362-9880 DATE To SUBJECT �o� OZ 6 �— n lnM......L` ... ' ...... .... ....... ....................... ............�...................J..._;�"•.............. a0.9............. . ._ ` ��. ................�/.7.`..�ee.1`"............... . ..... .. 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Is �,- -. v .3--•�` �" r �3 -k- - � '�- st -� ; �..�r � { a ��-� � �4a �- +� ,.cam PLEASE REPLY �❑ CIO REPLY NECESSARY � ���(�� -� � Kate Whouley 263 South Main Street Centerville, MA 02632 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 June 14, 2005 Dear Board Members, I am writing in reference to the application of John Greene to build a single family dwelling on the property at 269 South Main Street in Centerville. The applicant requested a continuance, based on a number of questions raised during the original hearing of April 19. The application was continued once more from the hearing on May 10, when Board members indicated that the applicant could "not create his own hardship." You may recall this application is for new construction, to be built on spec. Last week, revised plans were submitted by the applicant. In my opinion, several issues remain: 1.) The new plans indicate an "innovative system"will be used, but given the components of the system are placed less than 100 feet from the wetland, the innovation seems offset by the unsuitable location. Specifically: a. The septic tank is located less than 100 feet from the wetland resource area. The applicant is still requesting a 24.8 foot variance. b. The leaching bed and reserve tank are also less than 100 feet from the wetland, requiring the approval of two 14 foot variances. 2.) As in the prior plans, five feet of unsuitable soil will be removed, to be replaced with fill. Additional fill will be used to raise the elevation of the land. The existing elevation of the front portion of this property ranges from 14.7- 15.9 (at street's edge), with the elevation dipping down to a low of 8.42 in the wetland area The new elevations range from 17.7-20 feet, with the top of foundation at 21.25. The applicants maintain these changes in topography will have no impact on run-off or on the neighboring lots. Common sense and a visit to the area on a rainy day would indicate otherwise. 3.) A key issue at the two Conservation Commission hearings on this case was maintaining the integrity of the 50-foot buffer. In fact, the house was moved approximately five feet forward to satisfy the Conservation Commission. Then, the Board of Health, at the May 10 meeting, asked the applicants to decrease the number of requested variances. As best as I can determine, the house has moved back to its original position, less than 2 feet away from the 50 foot buffer. At the same time, the hay bale line on the revised plan is now 45 feet, rather than 50 feet from the wetland. These changes, while allowing the applicant to meet the set-back to property line regulations, place the wetland resource at additional risk 4.) Approval of these variances and of this plan will open up a dangerous precedent, within the town of Barnstable and indeed on the neighboring parcel—a similar lot, with a larger"upland"portion owned by the Bearse family. If the Board grants permission for the application before them now, they may well be approving two septic systems on the edge of this wetland resource, as it would be very difficult to deny the Bearse family what is granted to their neighbors. In my mind, all of the above points reinforce one overriding fact: the property at 269 South Main Street is unsuitable for the proposed development. I thank you for your close attention to these issues, and for listening to the concerns of the neighborhood. Sincerely, Kate Whouley June 13, 2005 Board of Health 200 Main St. Hyannis, MA 02601 Dear Board Members, My husband and I live at 245 South Main Street in Centerville. We are writing because we are very concerned about the proposed building on the old cranberry bog at 269 South Main Street:;We attended the last meeting two meetings with the Department of Conservation and the last meeting with the Board of Health because we are committed to voicing our continued opposition to this project. As I mentioned in prior correspondence, Frank is a licensed builder thus familiar with the rules and regulations regarding septic systems contained in the Commonwealth of Massachusetts State Building Code. We believe the enforcement of these rules and regulations is vital to the integrity of the environment. The applicant is asking for a number of variances on new construction. This is a marginal lot, would never be considered a lot under current standards. Due to the concerns of the Conservation Commission, the applicant moved the house and septic closer to the street and away from the bog, resulting in additional variance requests. Based on the last hearing at the Board of Health,the applicants said they would see what further shifting they could do in order to decrease the number of requested variances. On the current drawings, it appears the haybale line is now only 45 feet from the wetland. This is not the plan conditionally approved by the Conservation Commission. We feel all this shifting back and forth is this is further proof that the lot is inadequate for a building with an approved septic system required by Massachusetts standards. There is no hardship, and no existing house that requires a septic repair. This is NEW construction, and should not be allowed to be built. The local community opposes this construction as well. Furthermore,the representative for the applicant has stated at every meeting that she had been granted variances to build within 25 feet of a wetland in another community. We feel that set a very dangerous precedent. If you grant these variances for the 269 South Main Street lot, then how many other cases in Barnstable will be impacted by your decision? It is always easier to cite other cases in order to be granted permission to build. We feel it is your obligation to support us in this matter by denying the applicant's request. Sincerely, Frank Donovan Cheryl Johnson FROM Kenn_th Sadler ASScciateS PHONE NO. : 508 790 3118 Apr. 2✓ 2005 08:01A1 P2 Y OCTAVIUS A. OR BE 743 West Saddle River Road .Ho-Ho- bus,New Jersey 07423 To Whom It May Concern: Re: Sale of undeveloped property in Ccntcrvillc,Mass This will authorize Down Cape Engineering to represent the undersigned and Eleanor C. Orbe,his wife,to appear on our behalf and represent us before the Barnstable Board of Adjustment,Barnstable Board of Conservation and the Barnstable Board of Adjustment, in the matter of the application.of MAR Realty. Should you have any questions,please feel free to contact me at my office at 201- 445-6722, Octavius A. Orrbe S Rostal ServiceTr� CERTIFIED,MAILTM-RECEIPT (Domestic Mail Only;No Insurance'Coverage Provided) , For delivery_information visit our.website at www.usps.com® 1 , FFICAKL "USE _ N Ul Postage • �I> • or �.. r ilI PO: I PS Form 3800;J6ne_2002 See Reverse forJnstructions Certified Mail Provides: a n mailing receipt (as anag)aooz OW'ooe8 wmg Sd s A unique Ap.ptifipr for your mailpiece it A rpcord of rieiivery kept by the Postal Service for two years Important Reminders:s • Certified Mail may ONLY be combined with First-Class Maile or Priority Maile. m Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. 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For valuables.please consider Insured or Registered Mail. o For an additional fee,a Return Receipt mayy be requested to provide proof of delivery.To obtain Return Receipt seance,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPSe postmark on your Certified Mail receipt is required. ® For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". s If a postmark on the Certified Mail receipt is desired,please present the art!- de at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. Internal access to delivery information Is not available on mail addressed to APOs and FPOs. rz-i.S.�Ons-i6l"s iv 6 T M CERTIFIED MAIL. RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) For delivery information visit our website at www.usps.coma OFFICIRL Cer0fied Fee "at Vt.ff or-.Box No. PS Form 3800,',June 2002 See Reverse forinstructions" Cyr#'stied Nia!!Provides: (asianay)ZooZ aunt`ooes w,u3 sd ® A mailing receipt ■ A unique identifier for your mallpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders. ■ Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®, ■ Certified Mail is not available for any class of international mail. ® NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. ■ For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. ■ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery ■ If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label�wnh postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. _. �- - v ' r ���� � ��. i i - Yv tL4 V �•K \�/ ��� �� ,�.����. A I PROF SHE TO�� DATE:— E'EE• .. y y RNSrABLZ MASS ��FDMAtp`� REC. BY �- Town of Barnstable SCHED. DATE- �`� � `" Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Susan G.Rask,R.S. Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: �� So 4 T14 d SI Cam►-�--G Q J„�,� Assessor's Map and Parcel Number: ?w `1-1-Z Size of Lot: Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'SNAME: Jot,, 9,CXyt- Z kcw S-�� Phone -1 o - 3gZz Did the owner of the property autho e yod to represent him or her? Yes X- No PROPERTY OWNER'S NAME CONTACT PERSON Name: Name: �Ccc i !&A o -4;cr— Address: zi*N \ Address: '5wrc: %k --{q \�rP are Phone:. _ Phone: VAR[ANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(May attach if more space needed)' _AZT =. Sze-- 3Lo- 1 Sc.Y - .;. ,wr V i t l SEC_ 3�•0_ t'1 It3 A, 7AO' s s NATUREOFWORK House -on G7 ti???? House Renovation 0 Repair of Failed Septic System p Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to`meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) -:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\0LK3\VARIREQ.D0C FROM Kenneth Sadler Associates PHONE NO. 50,9 790 311e Dec. 15 2004 11:17AM P1 OCTAVIUS A.ORBS 743 West Saddle Raver Road Ho-Ho-Kus,New Jersey 07423 To Whom It May Concern. Re: Sale of undeveloped property in Centerville,Mass This will authorize Down Cape Engineering to represent the uzadersigned and Eleanor C.Orbe,his wife,to appear on our behalf and represent us before the Barnstable Board of Adjustment,Barnstable Board of Conservation and the Bamstable Board of Adjustment, in the matter of the application of MAR Realty. Should you have any questions,please feel free to coutact me at my office at 201- 445-6722. Octavius A. Orbe Town of Barnstable FfHE tp� Board of Health IAEIYSfASLE, P.O.Box 534,Hyannis MA 02601 9 MASS. 1639• �0 ptFp Mp'1 A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on the Petitioner(s), -J'L regarding the property at Q--(DGI the petitioner(s) and the Board of Health agree that the Board of Health has until (insert date)to act upon the Petitioners' completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): i Board of H 1 Signature: Signature: etitio er(s)or Petitioner's epresentati a airman Print: L v,v- c-J , h c,rj Print: Susj G. Rask, R.S. Date: ~. y r� L� 200( Date: 2000 Addres of Petitioner(s)or Petitioner's Representative Town of Barnstable r Board of Health G�cl y �1^rI J�a O Town Hall //kA o 2[, i Public Health Division Office 367 Main Street, Hyannis, MA 02601 Phone(508)862-4644 Fax(508)790-6304 i file q:extend.doc tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 d0W*7 cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala, P.L.S. March 28, 2005 Timothy H.Covell,P.L.S. land court surveys Kenneth Sadler P.O. Box 1149 ' site planning Hyannis, MA 02601 sewage system Re: 269 South Main Street, Centerville designs Dear Mr. Sadler: inspections A public hearing has been scheduled for the Barnstable Board of Health to take action on your request for variances from Town of Barnstable regulations and Title 5 regulations for the subsurface disposal of sewage. The variances requested are as follows: permits Town of Barnstable Regulations Art I, section 360-1: - Septic tank to be minimum 66' to the edge of wetland (34' variance) - Leaching facility to be 90' from the edge of wetland (10' variance) - Reserve area to be 86' to the edge of wetland (14' variance) Art VIII, section 360-17, 18A: - Installation of onsite sewage disposal system on marginal lot Title V: 15.211: Leaching facility and reserve system to be less than 10' to lot line (4' variance requested) . Said hearing will be held in the Hearing Room at the Town Hall, Hyannis, MA, on April •19th, at 7 pm. Please check with the Health Department to confirm exact date and time and location. Sincerely, Sarah B. Ojala Down Cape Engineering,, Inc. cc: Abutters file Barnstable Board of Health tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 d1own cope engineering civil engineers& land surveyors structural design March 28, 2005 Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. land court Thomas McKean, RS, CHO Timothy H.Covell,P.L.S. Surveys Barnstable Health Dept. 200 Main Street site planning Hyannis,MA 026.01 Dear Tom: sewage system designs Enclosed is an updated filing from the previous one submitted in December. You had requested that this project be placed before the Conservation Commission prior to inspections being heard before the Board of Health. It has been through one hearing, with a continuence for April, where it is expected to be approved. permits We ha v dded a minor variance request from Title 5 setbacks in order to have the SAS as ar from the wetland as possible. The house plans have been revised to show a 5' wide opening to the great room as requested. S If possible, we would like to use the filing fee check previously submitted for this filing. Thank you. Sincerely, Sarah B. Ojala(C l v („) Down Cape Engineering, Inc. tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675. down cape.- _,engineering civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.L.S., Daniel A.Ojala,P.L.S. land court March 25, 2005 Timothy H.Covell, P.L.S. surveys Barnstable Board of Health site planning 367 Main Street Hyannis, MA 02601 sewage system Re: 269 South Main.Street, Centerville designs Dear Board Members: inspections The enclosed represents a variance filing for new construction at the above- 1 referenced site. The following variances are requested: permits Art I, section 360-1: - Septic tank to be minimum 66' to the edge of wetland (34' variance) . -Leaching facility to be 90' from the edge of wetland (10' variance) -Reserve area to be 86' to the edge of wetland (14' variance) Art VIII, section 360-17, 18A: Installation of onsite sewage disposal system on marginal lot Title V: 15.211: SAS and reserve system to be less than 10' to lot(road)line (4' variance requested) We are able to maintain 5' separation between the base of the leaching facility and the adjusted high groundwater elevation. According to the DeFeo and Waite study on Title 5,the emphasis for effluent treatment should be to maintain the minimum required vertical separation distance between high groundwater and the base of the leaching facility; the horizontal setback to a wetland would be secondary. The site does not lie within a well or groundwater protection district. The setback variances are from the edge of overgrown bog, as flagged by Hamlyn Consulting. The system as proposed is only 2 bedrooms, and a deed restriction will be placed on the property restricting it as such. The system is placed as far from the wetland as possible, requiring a lot line setback variance through Title 5. FROM : Kennett, Sadler F,ssocia.tes PHO14E NO. : 508 790 31le Apr. 2Z 2005 08:01AF1 P'_ SWO6-04 O9:5e Frpp-11ce'roy,0eutsch i Maivaney 201 445 5849 7-729 P.003l009 F-533 Z�6� 1+ The Town of Barnstable Departhment of Healthafety aAdnv1rO;Rmental SerYiceg Building Division 367 Main Sffeey Hyarmis MA 02601 OfTxv: 508-862.4038 Frx: 508-790-6230 Ralph Crosser Building Commissioner Septaxnber, 11,2000 Leslie-Ann Morse PO BOX 84 IiY * Ma. 02601, ltc, 265 sotlen Main street!Cotuit(R207-097-002) Dear Ationaey Morse, Please be advised that I have mvieWed the documentation you provided and I have determined that from a zoning Perspective,the aformneavone d lot is buildable_ ' Sincerely, alph Crosser Buildirig Commissioner —- --- -- — °-�— ---� /0 - - La--- ma c), P Boy- ON 9-7 -,,,,3 719 r If, to -- d, Uepurin►enl of Ilcal(ll,Snfe(y, null Ell virotuncnlnl Services Ilealill Division Dn(e 367 Male Slrccl,I lymmis MA 02601 I uAMITI' l IMP 1 FIA9a �It�7fp A\� Date Schethllerl O� 2� _ Time / ;O lice I'll. loLj _ Soil Suitabilib Assessmenifi r Seivage Disposal ,.- I'crfn 2SC u ncd Ily: 2DU ZZWC \Vihresscd Ily: I�C7CION & GI;NI1,1w, Impoft Yf rlilON Locnlloo Address (hwicr's Nnnte a G 9 J0a7 N 10Ain/S� 7�v ors OQ.BG C4w7C ajL1.C%, Address - Asscssor's Alap/I'nrccl: 207 GT_n I:nghim's Nnine ?O -/yQ• xvs NI:\V CONSTRUCTION vl/� REPAIR Tdcplinric 11 y u Land Use �) `J I p N�s�I, Slopes(°o) 4 1 0/6 Surfnce Slopes N yN E I)iSlatiees linen: Open SVuler I1ody 11 Possible 1Vcl Aren n Drinking Wmer\Vcll fl Urnhinge Wily It I'topcily Line II Olhcr (I 10,11 I'C1 I: (Slrccl nnnic,d!tr,%rtsl:rn;of Int,cxnct Incallons of(CSI holes&Jim tests,locnle tvcllnitds in nuxitnii In holes) es) ATT^c.14 E Q MC)GLACyIAL- I'nrent ninlcrinl(geologic) C)L)TWASh# i/ I)cplh lu Ilcrlrock ,OZD p I!Depth to Groundwnlcr. 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Kwi—Z5 OB Water-level range zone ..................................................... C STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to water level for index well ........................... month/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 2B) determine water-level adjustment .......................................................................................... J' STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water 3 glevel at site (STEP 1) ............................................................................................................. Figure 13.-Reproducible computation form. 15 E f 00 r AI5 30 f A o .S5 -- v ` ► A_ ��. �' 3 B m a :si W p OYyom�o mV�oo N v a°�S�goPa�n 4 �o u�e,am3yog3 b � 9 n e•-o" , d d A n •0 r is �f iu d 4. S. - C v r r S E B"x 4'-O"pourcd LonLrc+a foundwYion 0 S L. � sot on I G"x 1 Z"Lon}inUou<LonLrc+a •� footing w/2x9 kaywwY. 'r.O.P Clev.l ai.lo l' w` ____________________________________ ___ ___________—__---------- W Plo-Wallin drywallfar downspout< l I l - --------- ____________________________I ' 2xa'a N+ud wwll N O j B"xe'Pourad Lonara+a O � ratwinlnq wwll.�aat an%O"x 12" � z 9"pourcd Lonuctc<Iwb q 1 � Lan}inuau<LonLrata footin f t 7OLP.1. r I � 9"Pourod Lonucta slwb w/l4 mil Poly vwpor bwytic >ro xo/u L___ O I ,0 w/G mil palY vwpor bwrricr � w i I I B"x 4'-O"poured Loncrato foundw+ion _ __ ______ O I- I - <ct on Iv"x 1 2"Lontinuau<LonLrata I �-------__ I � footinyw/2x4 keywwY. � I IL Q I I I I paned concreta deck pier<w/2impsonm 0 G"x!o"x10"pcwm pocket d d 4 6 _ MA644 po<t foe t. ___—__ J G"xle"x 10`powm poLke+ 0 0 L__ -------- ----------_----------- _ 0 7IFIM 199' Ora ba++amd •— - c _ i N - -- a Orap bo+tam of 1 P / a C\ foundwt on to 4'-!e" olUmn w/bawr nq plwte<top wnd bottom, 11x9 1/2"Vcr<w-Lwma founds}on+a G'-G" \ / -..} <sco sect on"A"1 ___ _ _ �� \ Plo-Wallin drywall o ..V.i+.-�m __ O � m.� n.. �.. 2"Poured conKete du<}Lwp I I /� � _ •�y•� L• � L 03 Plo-Walla drywellfor dawn<pout< \\ w/le mil polyvwpor bwrner. — Y / d 3 U• - \\��. h __________ __________—_________________J m B`x 9'-O'Pourcd Loncratc faundwtien � t <o}on I G" Lon}inuous Lon Kato ^° foe}inq,w/9x4 kcywwy. offi�oa p 03 m`y Fa rnvN d�J L�,L J DRAWING TYPE: Faundai''ian Plan FoONPArloN F -AN A 100 wale: f /41" SHEET NUMBER: A I O O I w o oq°vEa� S.m 20vi .3o to I"PUl=imbowrdm I"C GI�Imbmwrdm Q �� v �m�o^ vu s I I I I I I I I I I I I I I I I I I 91/2"pGI A'>OsJeists®IG"o.G. 9 /2"6U 9aiOsJmis}s®1G"m.L.1 19"P GI900s1ois}c®1!e"o.4. I A"pG1900cJoic}cv ---------- - I Ilimii nm vMAXn+LUh 2a hwngcr<®IG"m.c. I I I 1 9/A"x l 9"Vcrsw4mm I hclid pU bloekSnq m girt I � Jr L himpsonm lTTA 1 4 Hwngar I himpsonm aMAXT^LUh Z a hwngcre®I!e"o II �' Q F A- Q I � 91/2"6U 4ra0<Jai<+s®Ile"o.4. � d V s 9"�U 900s Jaist<a Ile"o.4. I I A- 1 pFff-T.T.f., .cL II__ _ _ _ _ __ - _ __ _ _ _ _ __ _ _ _Ifs 9-1 9/4"X 14"VcrcwLwm'c I"paGl�-lmbmwrdm N N z v O �}yj��EGONI�FL-OOP— FP-Ar e- A F1 azoi hGa�e: l /4" = [ '-O" Alol hGale: l /4" = � O m P : Q �- U.�..o�.. = L 0 3 I I I I I I am .r if 1 _...Q..D.J..a E.. 2 xGLwddcrrwf}crs®!lo"o.L I I I I s h £..cm I 2xa wftcrse l!o"c.4. I I I I 2xle Lwddcr rwi}cr a Ile"o.4 � s h £ q^ I I Ol J ^ I I I I — o• ^ I I I I I � ...C-.�•.e.....Q I I x I d.. ..... _........... I I I I �Y \0 O 2 xle Lwddcr rwf}er<e IG"o.4 III <�N W"� O S O Z xa Fnf for m I G"a v p c v \\ ¢xm Lwddcr rwf}ar �Im'w �_ � I �' '-0 4 L ezlo wf}ar�®IG"m I 2xlO�wf+e elle"m — — FLAN DRAWING TYPE: �\ GOOF F��'tMING f LAN 7.'6a d oprfflo Frame r. heGand Flaar Frame r—oof Frame SHEET NUMBER: Q 0 oYgV j 4 6 d 4 m = ° rcEioo`Obum Z �m .3oo0o`cxvta >..0. 19.15. I I,_y„ v`-lo" Q 7 0 �Pg�nm9logs➢ ¢ — 0 ss as m S 9 i B L � O � 1 V r r - : 00 L N Ana.r<enm rwee5v �� � p� �- - elu Y-rrGHeN SL `� d Haw}-N-41om 4.OM4 2 O < gw<flreplwtc 0 i n � 0 m 1.. _ m a` 0 G�cAT�ooM ° sQ 6 ^ Ande senmAW2Z!-2(4"Mulls Ix4 MohAgwny detkinq LL J pN AndercenmPWTGOI I/FWN60lwAhAL < himp<onm PZGlo 2 f w/I'+rwn<om 1 o pININW FAMILY BOOM } '._..a-;_ ---------- nl Anderscnm pW 2 Z 1 - m 1 z4 Mohogwn deakin r------------ < to 9 Andcr<enm Aw2Z1 ....r� .�.L..Q 3- ro.2`-4>/B"x 2'-4>/B" ....-� D.N..03 1 4"mh}NKUrwl fibcrglwss # S 6 � m G porch Column(Tuscan bw<c wnd twp 1 ._s..h.E..�m _ pullder<Notes: ..C o. J N A.All In+srior doors wra to be p rosao holfd taro a— Akher}an•BZ9 w/hthlwgam Orbl+hwrdwwre.<Pro-primed/Pre-hung 1.pifold doors C d...... u arc+o be Morgwnm M-2Pp-I OZ9 fPro-primed/Pre-hangs � ..... P>.Pia<e bowrd i<to be B"hpcodbw<em -'O y X m.. G.Poor wnd window aw<inge wre}o ba 9 1/2"h}rwtford ewsinq,h+ool twps wre to be � -- m Ro<aom•12>Z wnd•1 2>9(Fre-primed 1 -� , p.h}wir<wre}o be owk+rewd<w/pwintad pine ricers. - ---d-'. P.h}wir rwiings wre+o bo Goffmanm(po<t-to-pas+l — 4 AA hndersenm windows wre+o hwvc 4o�cr I->/B"wood grill. a0 = Cxtenor}rim<+o be 114 Aankm 2"tompo<i+sill<+oak. 0 q 0 _Hyoo 0 me sQ S� c�.Nv�a �Os A F=IPI 'T' FLOOD PLAN m v=v s d y` d Om Q��n E 1P 0 C-F 7 1!o Gross hq.Fk.Living space f S f 4 7'o1'al Grass h�.f+.Living hPaGe 9 ago" DRAWING TYPE: FIr.4-Floor Plan SHEET NUMBER: A 2 00 a r a1 0 oga�oa�" Y'-O" 1 I'-1 1" B'-0 1/2" !%•-S I/Y" Y,_�• `� `r O m�o s9 - d d d d d 7 0 uY fi'n Asyo User L, m - � �d oc.4��oy �➢ -0 m0 Jm am P �s �e �e i 0 � � L } 4` am R C `\ r r ---------- ---------- -- -------- -- ----------------------- —i E N F7 I I 3 o P-+m�oohl•2 z nev�aort•1 15•-0°x 15•-0` U Q \ O �— 0 - I I Anderscnm TyiE99lo-2(4"ryulll . - Ad mT.,y2 Ole-2(9"M II1 O O P a r.m.S'-4 I/B"x 4'-B>/B' ww.F•r/Oy bel-,y a = I � _................: -- wi tr.i"p."ie w,.Hce".,cNe" r.m.S•-4 1/B"%4'-B I � ILJ I ° I • � P � _________________ 4'Wncc wall ko,u • 9'Wnce wall �� V_� r�__ CD \ 2torwgc I - I m in L - m. c ry 3 pu9dcrs Note s: � d �- J m A.All m}arlor dmore are}m ba p�rmsto 2mlld Bore � - C ---------------------- .a.;..._a®.. Atherton•0S4 w/2ehlagem Orbit hwrdware.(pra-Primad/Pre-hung 1.pKold doors are to be Mmrgwnm ty-2PfJ-1 OS 9(Pre-primed/Pra-hung I - �--1 -�----u bmard'w}m ba 0"2peedbaaam -v G.Door and window ewsinq<aro}a be 9 1/2"2trw}ford ewsinq.2toel ewes are}o be m Y. I�roseem•12 7 Sand•1 Y-!9!Pra-Primed 1 p.2twir<ara to be owk treader w/Pwinted pint risers. ... .....d_i- P.2}air rail)^qs arc to bm GoFimwnm(post-tm-Post 1 G.All Anderscnm windows wrc to hwvo gear I->/0"wood grill. C%}ariar trim i<}o be 1 x 4 A:akm w/Y'emmposit sill stook. PO 'N�i�`ooy 0 O r <9a m 3 0 f �o vW \Os VOX m �EGONI�FLOOD PLAN c Y a 0 0 j 3 O d O m 3 i i r E C O le` 7 O�wty O6 k C+%8 Gross h�.F+.Living space 98�0` DRAWING TYPE: 7e6onJ Floor Plan 5HEET NUMBER: A � OO •U�Ea�'3 ga nL 3. .1 o EI� Q�, �ot6on9 W ov m s •g$�a3�ab.um I a 7 0 `n'�eaa3"y`oo3, Gantinuous ridges vent � � 8 � 5 a ArahitaL}ural asphalt shingle' I�i•F61} 2- 19/4"z 1 1 7/B"VarsaLamm 1/2"APAr,}edsheathinq Arahi}eL}ur,l asphalt shingles / Proper vans e 1 V'a.L. oFXgr4 z e 6" -�4 / i 2"p-Igid foam lnsula}ion a 1e", .L. 4*�� 12"F.G.In'vla+ion•'K-9B __ ... Aluminum drip edge 1 2YY Azak 1 xB f',i6' m 2 xB GaiGn oi't'e I lo"o.L. �r Aluminum qu}tars to drywalls - L � 12 Gon+inuau'aluminum soffit van} 1/2"Drywall 4l- L' / Azakm I%B frieze board ,+' � S // % 1/2"Grown moulding „"? C 2%4 wall suds e I Ty—km housawrap w/15v felt 2 x 4 Interior wal!studs® 1 lo"O.L. N e+rim.windows and doors W.G.'hingla'(extras-press+ained)e 5"},w. C�ATH�OOM 4, 0� I/2"APA r,+ad sheathing :'? 7 P I ILe and water shield®eaves and Lheeks a 2 x I O rafters e I Co"o.L. � L B"H.D.Insulation• %O('lopes only) I B"Lead flashing } 8"H.D.Insula+Ion-R.9 O(slap6s only) C Proper ven+s e I!o"o.a % 1/2"N.D.Insulation 1 5 "5..' 2"K=igid foam i—vla+ion e I lo"o.L. 9- 1 9/1 x 14"Ver'aL,mm 1 2 lV Aluminum driI' d 1 2 9/4 d T "APA rate .$G.subfloar N a qe yimp'anm ITT 4 1 4 hang6rs e 1 la"o.L. � (glued and nailed) Azak® I xB faaica z Aluminum qu}}ers to drywalls M/'l/1!1 nrlrlrlMrl�1 V 14"1GI 900s joints® 1 lo"o.L. 14"f7Gl 900'jai'}s® I!o"a.L. 14"p.�Gl 90Os joi'}4 e 1 Gon}Invou'aluminum soffl}ventit Azak® I x 1 0 saffi+ Az,km I%1 2 friezes O v Azakm 1 x 1 2 fricza board Vinyl baadboard 1/2"Drywatt Q/ O 9 I/2"Grown moulding % I/2"Grown—utdlnq Tyveks hau'ewrap w/ l5•fel+ I -� e�otid blookinq over ex--lor watt a trim.windows and doors W.G.shingles(extras-prey+ained) I e 5"}.w.With woven corners .... J'...'..-..;..--.:ry -.. N 1/2"APA rated sheathing ._ry OININW FAIL-Y P-OOI-( ILITGNEN .....J..PJ h 2 z 4 Watt stud'e l!o"o.L. f 12"O y}ruL}ural f ibergla's LoWmn � ...,�, 5 m _ L lQ L H.D.Insula}ian r-1 5 # S 9/4"APA ra+ad T•4G.subFlaar .L c• d°t 1 x 4 Yfohagany da4lnq (glued and nailed) la"H.D.In'ula+ion 2 I g7 - � u..i v Azak® I x 12 oikirt board P.T.2%B peak joist'e I la'a.L. 9 1/2"PGI 4 90s jailts® I lo"o.L. 9 I/2"p�Gl 4 SOs jaf'}s e I!a"o.L. N '---' m- P.T.2 x&1-(ud'ill w/5/B"x I O" -w anchor bolts a 9'-O" ravel fill x G . Final Grades Blev. 19.9' P 2"Pavrad aanare{-e dust Lap P x F///,N w/!o 'I. I barrier T.O.F�I6v.l 7.99' S Tuff-n Dry found,}ion sealer m� pay vapor r j T c pS0 12"4on+inuous aonara}e 0 I footing w/2%4 keY�'aY• �T•O.F Elev.19.10 1 m a`Z o 0 pGx'w.4-in4 Clsv.1 si.V v `o BE Pov-1 LOwre}e frost wall 8"x 5'-I O I"Poured Lonare}e foundation '� 9IQ`m~H I' °?"Poured Lonare}e slab e� ®as a s w/to mil.paty vapor barrier m - m A400 s" ay 4~�¢ SAL U DRAWING TYPE: 13Uildinq`JeGhion"A" P�Uildiny GJeGtiGn"P�" 4 A p,40 0 Zlll: M SHEET NUMBER: A400 5 2 Ecu3@�.o5 N o �Eai�aTs 3p1 a 7 o e��m_s�onsn 1 Al � 1111�11 °' acm�n'm �ILLA W II S I I I I I y' L— d r------------------------= -----r'----------------------------------- 5 LI------- --------- -----------------------------------)J �\ �- ----------------, '- r-------------------------------------------------------------------� N L-------------------------------------------------------------------J — ____------__----- el VAT-ION v p Ah00 nAle-: I/4"= I'-O" w Q LEFT-eLe,/f T-1,:P { v Q h Nv - l1 �m8e 0 � 3 y�O0t 30 � I I I I a a 9 I I I I I I v a d d Ell LLJ El I I L I I 1 u ---E_�------ DUB ®v= a d J s s 1 I I I I I I I DRAWING TYPE: ------------------------------------------------------------------- r--------r_'- �5------------ `�------- Sig -I- ' � �j>� �.ela�ELEVftT'IOf.I Elevakions I rJ \ r--IGNT-eLey/aTION Ahoa pjGale: (/4"= I -O" SHEET NUMBER: Ji I u 0 co rn off 508-362-4541 ZONING SUMMARY — I fax 508-362-9880 downcape.com ® ZONING DISTRICT. RC DISTRICT rowh cepe eagiheeg inc. i MIN. FRONT SETBACK 0' Civil engineers 1 �0 land surveyorsMIN. SIDE SETBACK 10' MIN. REAR.SETBACK 10, -5, 50' 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 SITE IS LOCATED WITHIN ESTUARINE oco U) o G PROTECTION, RESOURCE PROTECTION (d o -7L/ ' OVERLAY, & AP DISTRICTS a,� L cus o Z- orses oe Ln �J �D —7 _ / V / Qrn Mai{ Beach Road on9 Nantucket Sound ��^��','' — — LOCUS MAP J �l' c'a-) GUY SCALE 1"=2000't WIRE O ASSESSORS MAP 207 PARCEL 97.002 BENCHMARK �( LOCUS IS WITHIN FEMA FLOOD ZONE C HYDRANT TAG 489 ELEV = 18.19' 4 �� \ 15 ' EXIST.DWEL . • �� �^�j�� i'� EXIST. - ,� ST .� 15 / �/ O • 15,9�•/ \ 0 0 DECK \ F I I N 16.73 s?S \ I I 1 x 16.16 PROP. \x 4 36 / / j //1 0.25 GUY GAR. \ '#36 S #2 WIRE 0 / \ // // /�'5" OAK o \ / / / // i � "A10.30 Off' x 1 6 x 3 46" CEDAR\ �.'' i #1 O S CONIFER • 5 1 � x 0 '7p. / / 10,89 4 TWIN 6" CA OVERGROWN BOG 10,49 10 O /1Q / 00 SITE PLAN �� = - = 9.35 / / LOT B2 OF 1�\J�` //j .42 1 WETLAND: 17295±SF 289 SOUTH MAIN STREET - \ . / CENTERVILLE 98,36 #8 PREPARED FOR 6� DANIEL LEWIS '3 AUGUST 28, 2013 - Scale:1"= 20' 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.L.S. ". B ,,\\SERVER\Land Projects 2007\04-296GREENE\dwgL09-166 D LEWIS 2013 20 sc.dwg, 11x17,9/24/2013 10:23:59 AM,Tabloid, 1:1 A -(ham 2 10) .5,12 trJ: (2B 4xWer LVL Joiner nbe rnm ba P—t+rW 21OWIa Abe P--4.11 ul _ P�'�d to tdmadar Pr'y+ded ko rore+'xtar pryadad ko-.0-or .P - Anideci adl wppy 6rge ede dmW W p d fit d&[ aA.oe psGem W dmmkb'I+y'�'aod Flamer a to cd oink mein pef Prtr,kopgge ae and agyx ,amwny«n to ra+eee M aehrtaa ekfdy d Corr. Notes: 5 1/4'Pe4111hed f4-..-t.dg WW14•axp—, 12 - 12 Al exterxr tin.a to be aeSAr PVC ro M- 12 12 Wallows ar'to be mead fcatarc fated eo#e dm&z hung.al.d 12 7 aM awnag xWdoW.. 2 91mfin sd tob.deftrneed IM inn wtWledoc V L t blm roof u 1.,LO I . m and water.hedd wdh ee _ membm:e at ae arve,wlleya aM rootlWdl)Immwa. ix3 rain bran - GO adhered -adhered ePOM memrroe roar xatdkd pe.wrw6Wm'a I I t n1.f—Mm 41 O 1 r.�n ob a!lay.l.pe mu rod. lag 1—tnm 9y4'x I aw funs bivrl ®j'j I fB faew _ _ _ _ _ - IxS - - - - - - - - - - - aOt-wud-.door 1� x B edhdu PK bxae bard - - - 5/4 x 6 oeel4r Pw A+ere board - - - - - - - - - - - P der M Pvad5 ..p dtadtnm P'wded ardnted x 5 gnage door d,m 54 x B and 54 x 6 oon:er boards x 8 u1d SAQ x 6 ozr:e 8 - s/a x 6 ewe�boats. F � I nwx -Px so(CiyP Lnn er v) Llbrat-W Y Anh:n.gg ff e 1 Y fwmp br.xk metal Y fk h S14 x 6 PV0 comer band 5/4 x 6 aeauln ,.L,bond a 6 CIL pe sl+rt bond' - 54 x 6 ceWdar hrt l Dad ' uign=� Left 51de Elevation Front Elevation Right 51de Elevation Rear Elevation Scale: 1/4"= 1'-O' 5cale: 1/4'= I'-U Scale: 1/4"= I'-O' 5cale: 1/4•- P-O" meld strops rafter 244T I.6• '-r .W 1'4' 94' 12 12� 12 'sl6 G bd- f xuu n g / ' i � - / / a - �`• N_ tin sera � � N _ ,� N a � r�49 .S:t2 9/4' xB'47 �., 5W mu 2xIOAoa,loDb - / --=2 10I 41 \.` n I s u2: 4•tzs'-lo 1L I i M ac z o 9 4) 46 _1 -71?ail: at z g 8 3 x55 /(! Wtl /4 ' Z IP fouMahm Wdb on 2PxlP keyed IA f Px54'f l� '`4 s nri na yy a A -W(1)05 bg baa G-Vamp and t'. Ivy S $p n I6'Haberap>Jstmn ra 4 M1 2T9 24 P .tratmem 'do,naaam9xs•1r 4 abds 16'oc.k1p - }'a'xm}ms vRA R •I2- .nohow..� aro to be pbed mdabxaed eoe a+n1900f1 - 4 r _ (P P5P bearing nparaby,4'1r maa.axn W.. K j AA Oanaefa shag be 4•mmmeaa wmh 6x6 iPl 1 "1 � Q_ I I I�. � 14 men and Darr a 6 mi P ')te..I t 17 f 16. . fJ pp y` ;+ 6 \ homy an•4•base anal 9r� onul:m � i�¢� -.._. � � ) I�f; p 7/I E lamer DP 9yatem wail.heatlmg 9 ^,f , I 1 l r ' 4 I' t. - I f b drop ka.w.leaf gmage door _ r S lrx 1 J 9 v� I'-0• IT4• !'-4' IT-I• I-S 1 T4• '-B' 8' 7W O y qj1 Foundation Plan Floor Plan with attic framing shown Roof Framing Plan b Scale: 114'= I'-V - Scale: 1/4'= I'-O" 4525P Scale: 1/4"= P47 N Typical Cr055 5ectin _ Scale:3/8"= I'-0' ll: 3 Irrx 11 7/B'x 19-9-LVLh-de General Notes: Framing and General Notes: In Ae wok a to be oD O&Ad m ova d-wdh A apphuMe code. AB Wink a bo be trot'.tap DWe m n-de wM mo ordmnce.r rylWae err—Pomm.wd F.h . admarce.-%-boa nd rrspmemle bad Per Q� S rand 16d rM1er ds 7 o typ. AD ay:k dawn,apeaheq ere�r err..'Wk;e mebacbe MW be Prn:m"y bm�ber o m kdn drcd 9-Pf w gwalad wdh toe folbwmg nvmmim �C In 10001b.'bap appoame "'9 v..d d ude.spn'ao61 erd:drd xrer�le: ry` troten.lasJmg to 1rmdQ adh Bd cn:mlon or Po e W wk—d boa rWa m 9'pM Wtteam q shoo.and ' R'I-W adrtnul mbnutan. 9 au Sin 5 6armrg(aWd.Madong ad Sao typ. Remove.W Wk masbmg bbc . � 1200 P91 1.400.0001' pomrd cpYiete stoop,eu6ce wM a 12 I IOOOOO PSI I,�OOOODD F551i S_� 4 namu rcW s'-r x s4r wd mrobrq (5)2.4.tad Add Wra' - ts)2w.e1xe Ads to exmag dmeaoy rod aemi pr�rtor'e to matdt exabng.t pawl uarmpas and beam hangaa ro roaaam. d gyage- Insta9 a6 a mgar hridm typ. d"':dLted b..b W Q 'nsta0 as�arYe podreb,adudeg LVL aM sbvetovl oonfiMrs. 'wdmala.lvanwg C W W a to m"4y Vb exlanor d km aglm femme,a0 Wren to be seed aamrdaee wdm mawhdaaeh re�Wyne�. _! N U pry Ord by eednre aarmw. 5yB'-t-bd Twm��114•ha -ha I b'barr:nkaaabeA W-d fa, d.dha M-W 110 MP �n 5U..q �P ter. 0n sde d the ARA Wood Prams Combudan MwW 110 MPIi aM L Garage Door Opening Detail ' A- I Scale:3/8"= P-O' 1 1 jZ 6(7 40-0' S-0• G-O. 3'-1 O" 3'- I 3'-6° 10'-2" ------------ m F Ln O N - - - - - it he / Din 15'-2" 1 1'- Master Be room - __ - _: O „ x 0 -- - — - -- peck dow - ao 1 up I dw 2'-85c6'-8" N 5-I O" 3'-6° I'-I 5'-4" 3'- 2'-6" 2'-6" 6'-8" 2'-6" 2'-0" 3'-6 - - r7 Laundry -- -- -= n; Closet _ 6 IT w/d N 2-6"x6-8" oo lei - - -O"X► F e r r :h 3'-gx6'-8 Fu° - whirlpool I I 2'-4'x6'-8' W Master Bath Po der c° _ a. r I 9'-2" 3'-I I" 0 5" 5'-2" I' 10" 2'-10" 3'-4" t First Floor Plan Scale: 114" = I '-0" 960 SF E Lew15 KC51dence 2 G9 South Main Street,Centerville, MA panlel Lewis AIA 13 July 2005 chit ect f 50.5-61 2-8771 _ 2009 . A-� 2'-0" 7.8" I'-10• 4'-1 a, 6'_g" 5-0" N _ b b � v _- - - - - - Bath ro s m Bed oom 2 dow m 11'-6"x 1 '-0" a� Game Room 21Ix3 II 325 51' N 2" 3 `Q D aattti¢_55 \ D ��— 2'-8"xG-8" aG 5 \ 5 "xG-8'bi d O lD <0 linen - closet N 3 " half Wal ' _ o b I � � I f 0 - 5'-6" 6'-10" 3'-4" 2 2" 714 25'-2" 3'-4" Second Floor Plan Scale: 1/4" 752 SF Lewis Residence I;Y 269 South Main Street, Centerville, MA .. _ Darnel Lewis AIA, Architect 13 July.2009 ® 2009 505-61 2-8771 m : m_ L E 4-3 4J a'V m O O --1 0.�''u 0o �� c� p'-' p � a c L ca.3 ., N I /4" !'- I O t m aL.a�, lU S lfl to 6, 4j C aLi L C' Z 1i1 N pOC � �+LiC: `� �"3 p-Q c) In pt U On loll -_ S- U �_ G1 4 L N V9 \ N t r r N X N .r N N � � v m � - v N \ \ vj � � 0 L L w, I O O V - N s I ( ' )�iloo.,G„ size bulkhead 0 0 co law' -- �� L th Andersenv I-W 2 851a ------- I O 18 xc�7-8 7 8 tp .� Heak-N-Glo®4r-M 4 2i— N yas firePlaoe 1 L14 .. 0 �-- � nL IL v � � 0 Anclersenm AW 2 t�p I -2 (4"Mull) N I x 4 Mohoyany deGkin9 ■ r.o. �'- t %/8" x 2'-4 7/8" T PN AndersendP F2WTr6PO I I /FWW670fo8,,S:PAL N _himPson®F"�lol0 2 (w/ f ' -ranso r.o. 3'-2 1�7/8" x 7'- I O" 6 p-t- f71h(ING1!FAI�IILy �JOI�I �, .. I x 4 )"foho9dny deGkin9 t 9 x 14 G A d rs AvY >� m r.o. 2'-4 7/8" x 2'-4 7/8 0)-O v �� .� . 6 U.. v 4-3 � _ Andersen®AVM/2 5 t .r-~ r.o. 2,-4 7/8" x 2 —4 7/8" Ei 'v d E Im - L O.- `(� V 14"cd�•-ru�rural f ibere�(ass # v_ O• � � � v1 ' Porch Column(Tuscan base and oaP ) S E ih�uilders No•-es: � "--} - � - O --_�A.All in-erior doors are•-o be}�rosGo solid Gore n L '------T �[ A-heron #8 5 4 w/hGhla9e®Orbi-hardware.(pre- rimed/pre-hunol ).)�ifold doors S are•-o be Morgan®M-2 Fla- I O5 V !pre-Primed/pre-hung ) Y, 1�.Base board is ko be 8" �Peedbase® ci.Poor and window Gasinys are 4-o be 3 I /2" �krakford Gasin9.�•I-ool eaPs are•�o be �1 y 1'>rosGo� # 12 7� and # 12 7 9 (pre-Primed) Q �.,. I7.hI airs are•I-o be Oak kreads w/Painked Pine risers. ------(L F. -air railin, � are+a be Coffman®(Pos•- •-o New England ,.4-yle. G• All Andersen®windows are•-o have 4 over I -7/8" wood grills. �Q Ex•-erior 4-rim is•-o be I x 4 ALAk®w/ 2" Gomposi-sill s•I-oGk. ` \ N +�+ L r i uL� Oo +� � o� o � � •L Fv d u ,n to L N N = O 4 L l� 0 } N C L .tit J N3Q3oNN \ N .�NI s r o r 0 rno E41 L N y L m � o1G' � OOv `� � 0 C L N � 0 G I £PLAN in w ,11 e'I N tit .. L :... p � ta � 430L z + N la J -0 ci L N 2 0 lZ++ 3 0 o Z- 6 v - " - Gale: I A4 I ,_O1, � L � 7 7 �o hross �c�. F-1'. Livino) sPaGe g L 41_011 2 0'-0' f 14 To4-Al Gross �c� f+. J-ivinoj �PaGe MRAKNG TYPE: Fire' Floor pl�►n SHEET NUMBER: - � 200 MQ oo O to O_ O 0 cmiami � �'LOpnc) �� to- t 7'-9 O iurn��uV`� flOU Aj j N N r N x 0 ar T d ,� G \ � : N g d N L 0 L Li 0 L IL 1 • - L o � 0 L d V � : V � 0 ..----- ---=---=-- -- ------- -- ----------- ----------- 0 N II I 11i N v V d 0 o N v NI — J nL t 5 C x IN O : I I o e ® I m _ o _end rsen TvY 2 4 4l0 2 ( 4 Mull) /s.ndersen 'I-�A/2 4 4l0 2 ( 4 t-(uCC) s err r er oo wa h � y h k-up •a x r.o. 5 x 4 I /8 /Sind rs N 11 1, I I r.o. 2 0 5/8 x O Ill �X f0/DIY `�'�...:��/0 X�0�10 ..+;, :..w...,.. � e} 0 ---------------------- ------- ------------------------ ry - _-.A_ ------LT --- ---� �0 m •— o T d �'X'J'hbbess Panel VX'l'�GGss Panel C \� ; O � T V -4 r lip IN, LD '1�3 4'knee wolf 4'�-nee wall ! � i---- ------------- ------------ ------ ------------ --------------- ------ ------- ------------------- ---------------------------------- --------------------- ---------------------- ------------------------------ - -� tQ O • S_ ID • ) E rn-- 1� V) E f�uiCder�tiio+ems: • a— ---- C tr •;--....U- y.. A.IS.II,m+error doors are+o be I�rosr✓o�olld tare , , - �.�her+on +�8�4 w/hohla e�Orbl+hardware.(pre- rimed/pre-hun ).patfoid doors _ ,., �•----�-----•.- L -, e e ® -2 t= - O V e- .me 'e- un ar +o b Mora�an M [� I � (fir prl d/pr h 9) }3.13ase board is+o be 8":� eedbasem ----- k N P G.Poor and window Gasin9s are+o be 'l F I /2"41.1+ra+ford Lasing.,S:t+ool baps are+o Y�ros Go® ) be n • I 979Frlmed m , P.4'+airs Are+o be Oak.+reads w/ ain+ed pine rise P. S-1+air railin4,.are+o be GoffmAnm( ;os+-+o Now Cn4lanei s+yle: 4.All AndersencP winJowiu Are+o heave 4 over I -1/8" wood grills. ex+erior+rim k.+o be '':I x 4 Azak(P w/ 2"Gompos i+mills+oak. � s a — 0 LN IDio � c �- = L .N � fl•- x \ N r L .1 y �� o� _ < L S_ Z 0 ry T -J � £ S— N 7 � 8 toss � 0 0 � • ;"��., [- o > fl o a S_ W 0 Ol V a, O„ w D RAMNG TYPE: sae n F n , -- ---------- o d loot �'la NUMBER: _ SHEET � O O , i m..::•+ss ,.-reM,«.....m—.*e...rr.:. +»,«.en.:..-..:.*+-.ma^_ra......w++,.,:aurvx.'.m+... +m.�mm^ a� rm.. .«w+-n»:,w. n «.s..r.•.--,.r .......e.,m— K..». "..�... _ _. T.. '+R'•'.V+ M,^+!"Mew• .'rYn ..>..ael•m*..+.s ... r .... .:c . .. - .. ,) ,. '.- ...,, .. .. _.. ,:. fi' ",. , Fer ,. .. •_ -:. , n .: ,.eawa teETR..;q. K�'.'.+i•, ,Yw.,rev,:..t3'"9 TOP FNDN. AT EL. 21 .25' SYSTEM PROFILE TEST HOLt' LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN BSC GROUP, INC. ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: 19.9'MIN MINIMUM .75' OF;GOVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM E. BARRY yop •v _ 18.5 WITNESS. RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 7/25/00 i � ti4 00 18.34' FOR FIRST 2'.. �` yp ._• PROPOSED 1500 17.7 PERC. RATE = < 2 MIN/INCH 7 `41 SLAB ® MIN. GALLON SEPTIC 17.69' p Ll wr :z ;o rT7 rTn LOCUS �8 CLASS I SOILS P# cN�R�N New R°� ELEV. 14.8' 17.94 TANK (H- 10 ) GAS ' 0 17.3' o BAFFLE 17.49' �0000 17.32 J go 0.50' ,p MIN 1 6.8' ( 2 % SLOPE) \_6" CRUSHED STONE OR MECHANICAL _ COMPACTION. (15.221 [2]) EQUALIZER 24 HD'S DEPTH OF FLOW 4' ( 1 % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 5' Q ELEV. Q TEE SIZES: 0" 15.1' 0" 15.4' INLET DEPTH = 10" A A OUTLET DEPTH = 14 USE ADJ. WATER AT EL. 11.8' MS MS " 1OYR 4/2 7" 1OYR 4/2 LOCATION MAP NTS 5 , FOUNDATION 20' SEPTIC TANK 20' D' BOX 4' LEACHING B B ASSESSORS MAP 207 PARCEL 97=�-2 FACILITY MS MS ZONING DISTRICT: RC PROP. RETAINING WALL. T.W. � Z81 5' REMOVAL OF UNSUITABLE SOIL " 1OYR 4/8 " 1OYR 4/8 YARD,{SETBACKS: i 17,75 REQUIRED AROUND PERIMETER of 18 17 EL. 17.7' (SEE DETAIL) l-,` LEACHING FACILITY, DOWN TO FRONT = 20' ,✓ / + 51 \`�� SUITABLE SOIL LAYER. REPLACE ✓ WITH CLEAN MED. SAND. � , SIDE 10' C GUY -I-16. � C REAR = 10' . . � �1a'.6 W!RE �� �A ELEV. WA MS PLAN REF. 406/42 �\ �� 1> �` 0„ 1;i.2' 0" 15.4' MS ` FLOOD ZONE: C \v� i 16, . A A BENCHMARK �,� L� \o �o \17.10 LS LS PERC 2.5Y, 6/4 2.5Y 6/4 GROUNDWATER ADJUSTMENT DATA: HYDRANT TAG 489 `�` �, •03 8„ 10YR 3/2 13„ 10YR 3/3 WELL: MIW 29 (TH 1 &-2) - 1 . 5.91 PROP. SLAB AT MIN. ZONE. C ELEV = 18.19 \\ o ELEVATION'of 17.7 - w AbJ: 3.1' B ii�P 1 so / �� (FRONT PORTION OF DWELLING) B 97,. � ✓ LS MS OBS WATER 7.1' 82 OBS WATER 8.6' VARIANCES REQUIRED (TOWN OF BARNSTABLE) PROP. 2 BR DWELLING ARTICLE 1, SEC. 360-1: PRIMARY SAS TO BE 90' FROM EDGE ,/• 1 / TOP FNDN EL. 21.25' 7.5YR 4 8 M " , OF,,WETLAND (10' VARIANCE); RESERVE TO BE-86•• FROM EDGE,- TOP�' 15.7 PORC PROP. SLAB HERE AT MIN. 36" 10YR 4/6 28„ / 120 5.1 120 5.4 OF`WETLAND (14' 'VARIANCE); SEPTIC TANK TO BE 66' TO 12,2 ARTICLE VIII, SEC. 360-17, 360-18A: INSTALLATION OF ONSITE 16.07 ELEV. 14.8' 1 EDGE OF WETLAND (34' VARIANCE) QP/ tiYo ./` // o- ~ �7 s SEWAGE DISPOSAL SYSTEM ON MARGINAL LOT GC�,�/�� // , Q� TITLE 5 VARIANCE REQ'D: 15.211: REDUCTION IN SETBACK, SAS & 15 6 ,' / / // �� PROP. WORK LIMIT LINE OF C RESERVE;TO PROPERTY LINE (10' TO 6') ,.� S'• TEST HOLE 'LOGS 15 STAKED HAYBALES NOTES: � � . TH2 C /�i tij• / 2 +15 MS A.H. OJALA, PE � T42A+15.86 MS ENGINEER: 15.os;f +14.14 72" oss WATER 9.1' 72" _.. f�. DE-SMARAi_, 1: DATUM IS NGVD „�` - 2/14/05 2. MUNICIPAL WATER IS .AVAILABLE �, T I oes WATER 9.4 r PATE: ~' 2.5Y 6 4 I I MINIMUM PIPE PITCH TO BE� '1 8" PER FOOT. 2.5Y 6/6 / � PERC. RATE '_ . < 2 MIN/INCH 3. r 4. DESIGN •LOADING FOR ALL UNITS TO BE AASHO H-- 20 CLASS I SOILS P# 1os1Q 5. PIPE JOINTS TO-BE MADE WATERTIGHT. 5.16 +1 .9 2 120" 2, 120" 5 4' 6. `CONSTRUCTION DETAILS TO ` BE IN 'ACCORDANCE WITH MASS. 5. 14.60 +14,5 w ENVIRONMENTAL` CODE TITLE V. �s s� 10.25 SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) ESER�� % 15.00 3- s 7. THIS PLAN IS FOR 'PROPOSED SEPTIC SYSTEM ONLY AND' IS .NOT GUY •6 �. GROUNDWATER ADJ. DATA (THs � DESIGN FLOW:EW _? BEDROOMS (110 GPD) = 220 GPD TO BE USED FOR ANY OTHER PURPOSE. WIRE .',�,', &6 �''� 3 `�'. EW 1 �p WELL:MIW)29 USE A 220 GPD DESIGN FLOW * 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE: IF RESERVE •.�,, -10.30 �. ZONE: C 220 440 9. COMPONENTS NOT TO BE BACKFILLED`' OR CONCEALED WITHOUT REQUIRED, WATER �' LINE & DRIVEWAY o ADJ: 2.4' SEPTIC TANK: GPD ( 2 ) INSPECTION BY BOARD OF HEALTH l'AND PERMISSION OBTAINED MUST BE }-14,60 ro , 1 b00 GALLON SEPTIC TANK FROM BOARD OF 'HEALTH. RE-ROUTED AND .�' ..� RETAINING WALLS i REQUIRED (CONTACT ' 10.89 LEACHING: ENGINEER) 14.59 SIDES: ` 1 9 38 x 8 (.74) = 225 TITLE 5 : Sl TE PLAN BOTTOM: TOTAL: 304 S.F. 225 GPD OF .,,. -14,30 . OVERGROWN BOG , , 269 , SOUTH ,VAIN STR E , USE 2 ROWS OF (4) EQUALIZER HD 24'S, WITH 2' � , 10.19 STONE BETWEEN ROWS, 1.75' AT SIDES AND 2.3' .AT IN:.THE TOWN OF: o , ._. a EW 5 ENDS (CENTERVILLE 8ARNSTABLE I +13.96 + 2 *2 BEDROOM DEED RESTRICTION REQUIRED PREPARED.,FOR: EEN E,I JaHN GR LEGEND -EW 9,65 LOAM AND SEED KENNETH SADLER JR. LOT B2 EL.18.5 100.0 PROPOSED SPOT ELEVATION c� l� 7 UPLAND: 11,300±SF EL.17.7' 70 0 �✓ WETLAND: 17295±SF I-- r+��4 t 20 40 60 ' 100x0 EXISTING SPOT ELEVATION ✓ o- 100 -o PROPOSED coNTouR ✓o WOVEN 'GEOTEXTILE FABRIC 100 EXISTING CONTOUR 9 (MIRAFI) USED AS TIEBACK _ �,lll(c ': _� ' SCALE: 1,, - 20' DATE: DECEMBER 1, 2004 1�8.36 PT 1 x 6 BULLNOSE DECKING ` ; Ewa �'� 5 :,.. .� REV. 3/17/05 (THs, MOVE SAS) WITH MIRAFI ATTACKED BY 3 SCREWS .. .. t ;�• r ."f f ,. i 4/28/05 (MOVE ,ST) 0, AT 16" CENTERS STAGGERED SPIKES p EL.13.7 •�'•c'� •r ��,zH OF Mq �,11 0 off 50-362-4541 O. 40 MIL. fox soe 3e2-9eeo POLY BARRIER •.,.;C: ••�,. rF ARNE i-1 ..,'.. p ARNE � F `SECTION VIEW � , •r oJALA H, down cape engineering, ine. 6" x 6' P.T. LANDSCAPE TIE KNEE WALL. 18"t HIGH, 6" DEEP CIV4L- OJ H CIVIL ENGINEERS �r p { NOT TO SCALE , , LAND SURVEYORS BOARD OF HEALTH /""" 44 RV. 939 main st. yarmouth, ma 02675 MA __ f k ARNY-H. ; OJALA, ., F'P.L.S. DATE O 4--,Z 9 6 APPROVED DATE °P. i i SYSTEM PROFILE TOP FNDN. AT EL. 21.25' NOT TO SCALE) PROVIDE INSPECTION _ TEST HOLE LOGS 1 ACCESS COVER TO WITHIN 6" OF FIN. GRADE ( PORTWITHIN ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) BSC GROUP, INC. y�°y 99.9'MIN MINIMUM .75' OF COVER OVER PRECAST WITHIN2*"SQ6PE1NRE0@fffD OVER SYSTEM DESIGN FLOW: ? BEDROOMS (110 GPD) = 220 GPD ENGINEER: ..4 18.5 USE A 220 GPD DESIGN FLOW * WITNESS: E. BARRY �P 75 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE Z2O = 440 7/25/00 5� 18.34' J, a FOR FIRST 2' 17 7' SEPTIC TANK: GPD ( 2 ) DATE: Po Lacus LPTR oNDSEPTO10 �� GG _ USE A 1500 GALLON SEPTIC TANK < 2 MIN/INCH cN�RaN Hew Ra SLAB ® MIN. _ _ PERC. RATE _ LEACHING: I ELEV. 14.8' 17.94K (H- 10 ) 17.69 ©�� 2 0 17.3' CLASS SOILS P# AST SYSTEM GAS 17.49' � 17.32 0.50' N/A BAFFLE 80 16.8` SIDES. - MIN o� 38 x 8 (.74) = 225 ( 2 % SLOPE) �_6" CRUSHED STONE OR MECHANICAL EQUALIZER 24 HD'S BOTTOM. COMPACTION. (15.221 [2]) DEPTH OF FLOW = 4� 1 SLOPE) 1 SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 5' TOTAL: 304 S.F. 225 GPD , ( TEE SIZES: USE 2 ROWS OF (4) EQUALIZER HD 24'S, WITH 2' ,. � ELEv'. 0.. �' 15.4' INLET DEPTH = 10" STONE BETWEEN ROWS, 1.75' AT SIDES AND 2.3' AT 0 A 15.1 A MS MS 14" USE ADJ. WATER AT EL. 11.8 LOCATION MAP NTS OUTLET DEPTH ENDS *2 BEDROOM DEED RESTRICTION REQUIRED 5" 1OYR 4/2 7" 1OYR 4/2 ASSESSORS MAP 207 PARCEL 97-2 FOUNDATION 20' --- SEPTIC TANK ----•-- 20' --- D' BOX 4' LEACHING B B ZONING DISTRICT: RC FACILITY MS MS YARD SETBACKS:2BACKS FRONT /BLOWE 18" 1OYR 4/8 17" 1OYR 4/8 SIDE = 10' w 1.5" VENT PIPING REAR = 10' C C PLAN REF. - 406/42 FLOOD ZONE: C MS MS GROUNDWATER ADJUS MEN T D.ATA: 1Z.81 ACCESS POI-k�+S --� n_____�n PERC 2.5Y 6/4 2.5Y 6/4 WELL: MIW 29 (TH 1 & 2) ZONE: C 5' REMOVAL OF UNSUITABLE SOIL ` ' @ ADJ: 3.1' PROP. RETAINING WALL. T.W. �� `\.75 I I TREATED WATER OUTLET \ REQUIRED AROUND PERIMETER OF 38" VARIANCES REQUIRED (TOWN OF BARNSTABLE) EL. 17.7' (SEE DETAIL) ll� /' + .51 \ LEACHING FACILITY, DOWN TO �!' ♦ SUITABLE SOIL LAYER. REPLACE 1 ARTICLE I, SEC. - VARIANCE); PRIMARY SAS TO BE 86' FROM EDGE �♦ WITH CLEAN MED. SAND. - _--- " i -_- _-_ 97" OBS WATER_ 7.1' 82' OBS WATER 8.6' OF WETLAND (14' VARIANCE); RESERVE TO BE 86' FROM EDGE WASTE INL`:-T (MIN. s - OF WETLAND (14' VARIANCE); SEPTIC TANK TO BE 75' TO GUY +16, /^ ♦`♦ 3" ABOVE OUTLET) � � EDGE OF WETLAND (25' VARIANCE) CMjYA WIRE " ARTICLE VIII, SEC. 360-17, 360-18A: INSTALLATION OF ONSITE f' 1> ♦�♦` ,A�� SL<� 120' 5*1' 120 5.4 SEWAGE DISPOSAL SYSTEM ON MARGINAL LOT 00 BENCHMARK ,� � , ' �17,10 S0 ®16' HYDRANT TAG 489 ,`� '/ `` 0" ti° ° 5.91 TEST HOLE LOGS ELEV - 18.19 J y1 9 PROP. SLAB AT MIN. O ,/P� r �' ELEVATION OF 17.7' "J �Q� tip' (FRONT PORTION OF DWELLING) ENGINEER: f A.H. OJALA, PE 18.5' PROP. 2 BR DWELLING 24" 72" WITNESS: D. DESMARAIS 'r ,62 PORC 16.07 TOP FNDN = EL. 21.25' 6" DIAM. ''OLE DATE: 2/14/05 PROP. SLAB HERE AT MIN. / < 2 MIN INCH �jO ELEV. 14.8' .5 MICRO FAST INSERT PERC. RATE _ oc��',%� �� °� ��. IN 1500 GALLON CUSTOM CLASS I SOILS P# 10910 I' 15 6 / f PROP. WORK LIMIT LINE OF , /� tk STAKED HAYBALES FAST TANK 'o �! / a/ ____ .,.. EVA ELEV. WA INSTALL AS PER o" 15.2' o" _ 15.4' _I- /uROP! 2. ;,4 5�1,,, ���' MANUFACTUR R'S SPECS A A �H2A f LS LS ,i+15.86 / E '5.08, / ® -I-14.14 PROP. MONITORING WELL OR SAMPLING PORTS 8" 10YR 3/2 14 {, ' 10YR 3/3 T TO BE PROVIDED FOR REQUIRED TESTING - r „ � 1 B GROUNDWATER ADJ. DATA (THs .� �' ACCORDING TO SAMPLING AND MAINTENANCE B 1A AND 2A) V � w +15.12 J. � ``,\ I AGREEMENT PROVIDED BY F.A.S.T. SYSTEM LS MS WELL: MIW 29 ZONE: C �♦� �.. '"`'` � � 8 S � / ADJ: 2.4' SQ�ti15 �'° _ OPEPATIONS AND___MAINTENANCE AGREEMENT 1OYR 4 '6 7.5YR 4/8 r = •,.: �,, w _ � , ._ 1-�:.. •,._.:� �• Elr' 2 SHALL B�� IN PLACE F'F�IOR i O it S USE, AND C"�]3A.$7 ®14.60 -I-14.5 \ -"'.,. +1 ,9 I 10.25 SHALL BE FOR THE LIFE OF THE SYSTEM `-RESER�E� ✓/ i 15.00 _- GUY �. .5 ,, 6 WIRL �� 3 �` Q� C +14.46 (VOTE: IF RESERVE �-10,30 O�- PERC REQUIRED, WATER . a� ,. „� ® 54" C MS LPNE & DRIVEWAY i .OU. MUST BE }14.6U °r ' . • ALARM LIGHT MS NOTES: RE-ROUTED AND +�` ' RETAINING WALLS rj. / REQUIRED (CONTACT 10.89 • 4 �I� 72" 9.2' 72" oes ,;,,;="I=R 9.4' OBS WATER _.. _ 1 . DATUM IS NGVD ENGINEER) +14.59 BALLASTUL AND '.5Y G 4 � 1.6 JUNCTI❑N BOX 2.5Y 6/6 / 2. MUNICIPAL WATER IS AVAILABLE b�1r 9 UL LISTED 600 VOLT DIRECT BURIED CABLE , 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. +14.30 VERGROWN BOG q ' :_:.:,,. :, UP TO 40 LONG ;,.2' L _ 5 4' 5. PEPEGJOINTSODITO BE MADE WATERTIGHT. AASHO H- 120" 120" 4 20 AS NEC ..'r ', `4 PIN CONNECTOR 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 49 o .6'x4• REDUCER ENVIRONMENTAL CODE TITLE V. Irtiv 5 : .. PHOTO CELL 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT 00 „. + TO BE USED FOR ANY OTHER PURPOSE. +13.96 / ' DISINFECTED EFFLUENT 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9.35 EW 6 EFFLUENT 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT LOT 62 FLOW RESTRICT❑R INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 7 UPLAND: 11,300±SF FROM BOARD OF HEALTH. ♦j aJETLAPzD: 17295±SF a ry Ew 8 31 CD _ TITLE 5 SITE PLAN GPM 6 ULTRAVIOLET DISINFECT❑R _ 269 SOUTH MAIN STREET ..OWN OF: "TF-`E DISINFECT❑R`, INC, (CENTERVILLE) BARN STABLE 1-877-770-1500 A } : JOHN GREENE LEA LEND LOAM AND SEED .'KENNETH SADLER JR. 100.0 PROPOSED SPOT ELEVATION � EL.18.5' 100x0 EXISTING SPOT ELEVATION c0 EL.17.7' O o 20 40 60 o I-�•* 4 w o- 100 -o PROPOSED CONTOUR WOVEN GEOTEXTILE FABRIC ' -... 100- EXISTING CONTOUR (MIRAf I) USED AS TIEBACK _ SCAL., .- DATE: DECEMBER 1 , 2004 PERC TEST IT 1 x 6 BULLNJSE DECKING ' ' R SAS) , ' ITH MIRAFI ATTACHED BY 3" SCREWS REV. 3/17/05 (THs, MOVE REV. 4/28/05 T 16" CENTERS MOVE ST) STAGGERED SPIKES REV 6/15/05 PERC TH1A) +i 40 MIL. EL.13.7' ' : •f POLY BARRIER ' cn 5W-362-4541 SECTION VIEW •c.'�:.r ` r ': t10FryA SS rg fm 5W W2- 1W 6" x 6' P.T. LANDSCAPE TIE KNEE WALL 18"t HIGH, 6" DEEP �o�� ARNE H. 9cy � L�H OF AS C engineering, 1I3C. o NOT TO SCALE � OJALA, �� �° RNE down cape engineering, 50 o CIVIL � H.CIVIL ENGINEERS ENGINEERS BOARD OF HEALTH N0. 3JT JALA N / 26346 LAND SURVEYORS y�F MA armouth ma 02675 APPROVED DATE ssr OJA t /,, ss� � DATE 939 main st. y , 04-296 �.a , TOP FNDN. AT EL. 21.25' SYSTEM PROFILE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT TEST HOLE LOGS WITHIN SEPTIC DESIGN: NOT ALLOWED ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE (GARBAGE DISPOSER IS ) BSC GROUP, INC. OP 19.9'MIN MINIMUM .75' OF COVER OVER PRECAST WITHINWsQ6PEINREWRAD OVER SYSTEM DESIGN FLOW: 2 BEDROOMS (110 GPD) = 220 GPD ENGINEER: 8.5 -- -- ,;~ y 2" DOUBLE WASHED PEASTONE USE A 220 GPD DESIGN FLOW * WITNESS: E. BARRY 4 RUN PIPE LEVEL 220 _ 440 7/25/00 18.34' J, FOR FIRST 2' r 17.7' SEPTIC TANK: GPD ( 2 ) - DATE: PROPOSED 1500 its GL E I no Locus SLAB ® MIN. GALLON SEPTIC /� USE A 1500 GALLON SEPTIC TANK PERC. RATE _ < 2 MIN/INCH ��RCN �E9 ELEV. 14.8' 17 94' TANK (H- 10 ) 17.69' O� o , LEACHING: CLASS I SOILS P � .-;�• �•• W/FAST SYSTEM BAFFLE r GAS � 17.49' �� 17.32' 0 17.3 o N/A 0.50' SIDES: MIN o�o�o o� 16.8' _ ( 2 % SLOPE) \--6" CRUSHED STONE OR MECHANICAL EQUALIZER 24 HD'S _ BOTTOM: 38 x 8 (.74) COMPACTION. (15.221 [2]) DEPTH OF FLOW = 4' ( 1 % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 5' TOTAL: 304 S.F. 225 GPD TEE SIZES: USE 2 ROWS OF (4) EQUALIZER HD 24'S, WITH 2' Q ELEV. C� INLET DEPTH = 10" " 15.1' 0" STONE BETWEEN ROWS, 1.75 AT SIDES AND 2.3 0 AT 15.4' LOCATION MAP NTS OUTLET DEPTH = 14" _ USE ADJ: WATER AT EL. 11..8' q A ENDS MS MS *2 BEDROOM DEED RESTRICTION 77-QUIRED 5" 10YR 4/2 7„ 10YR 4/2 ASSESSORS MAP 207 PARCEL 97-2 FOUNDATION 20' SEPTIC TANK 20' D' BOX 4' LEACHING B B ZONING DISTRICT: RC FACILITY MS Ms YARD SETBACKS: FRONT = 20' 10YR 4/8 10YR 4/8 [BLOWE 18" 17" SIDE = 10' 1.5" VENT PIPING REAR = 10' PLAN REF. - 406/42 C C FLOOD ZONE: C MS MS GROUNDWATER ADJUSTMENT DATA: ' Z 81 ACCESS POI,TS r ! ZONE: Clw 29 (TH 1 & 2) PROP. RETAINING WALL. T.W. ,� 17.75 5' REMOVAL OF UNSUITABLE SOIL - PERC 2.5Y 6/4 2.5Y 6/4 ADJ: 5.1' REQUIRED AROUND PERIMETER OF I I TREATED WATER OUTLET EL. 17.7' (SEE DETAIL) �' �� LEACHING FACILITY, DOWN TO -{- 51 �\ SUITABLE SOIL LAYER. REPLACE VARIANCES REQUIRED (TOWN OF BARNSTABLE) WITH CLEAN MED. SAND. _-_ -_--- --- ARTICLE i, SEC. 360-1: PRIMARY SAS TO BE 86' FROM EDGE �\\ WASTE INLET (MIN. 97" OBS WATER 7.1' 82' OBS WATER 8.6' OF WETLAND (14' VARIANCE); RESERVE TO BE 86' FROM EDGE +16. / I OF WETLAND (14' VARIANCE); SEPTIC TANK TO BE 75' TO GUY �� 3" ABOVE OUTLET) ��y EDGE OF WETLAND (25' VARIANCE) \ `� <'� ARTICLE VIII, SEC. 360-17, 360-18A: INSTALLATION OF ONSITE ®16 120„ 5.1 120" 5.4 SEWAGE DISPOSAL SYSTEM ON MARGINAL LOT BENCHMARK `� ,� 1� - \ \17.10 50" HYDRANT TAG 489 '.��C' ' '03 ''1� 5,91 TEST HOLE LOGS ELEV = 18.19 O� 1 9 PROP. SLAB AT MIN. , ��P l o �1' ELEVATION OF 17.7' (� A.H. OJALF,, Pc � ti (FRONT PORTION OF DWELLING) ENGINEER: 72„ D. DESMARAIS 18.5' PROP. 2 BR DWELLING 24"-3- WITNESS: _ ' 62 1� �j TOP FNDN = EL. 21.25' 6" DIAM. HOLE DATE: 2/14/05 PORC 16.07 PROP. SLAB HERE AT MIN. +15.4 1>O ELEV. 14.8' .J R0 F' _aT INSERT PERC. RATE _ < 2 IM 40H ��G�S 6 / , j o' �� PROP. WORK LIMIT LINE OF IN 10 GA . N CUSTOM CLASS I S01!_' P 10910 , .0. � STAKED HAYBALES -AST k, ,K 2 ' : A APROP/ �.4 5, �� ER Q ELV. E: A � 4 / . I LL AS 0" 15.2' A 15.4' /+15:66 +14.14 N; 1FACTU�� ''S SPECS Ls Ls f / o PROP. MON )RING WELL OR SAMPLING PORTS 8,. 1'.-YR 3/2 1, „ 10YR 3/3 T TO BE PROS 'ED FOR REQUIRED TESTING - - Z '00,/� ( GROUNDWATER ADJ. DATA (THs w ACCORDING i SAMPL'"•:G AND MAINTENANCE B B 1A AND 2A) +15.12 � ,• I , AGREEMENT P �'VIDED Y F.A.S.T. SYSTEM LS MS WELL: MIW 29 1 �----. N I ZONE: C OPERATIONS A MAIN'. .-NANCE AGREEMENT ADJ` 2.4' ' )YR 4 6 7.5YR 4/8 J � •a7 �; +14s \ \ \ 1 ! 5'16 +1 .9 o s SHALL BE Ir! CE PRIOR TO ITS USE AND 36' / 12 ,1 28" i '"`" SHALL BE F� THE LIFE OF THE SYSTEM .....- 1' ESER�� r , 15,00 S Gilt •c'- + �,6 `. - --- -WIRE - �� '• EW 3 ` EW 1 +14.46 VOTL RESERVE 40, I 7U, :_,J. WATER aft ♦�� ,. �-10.30 C .{ l' t DRIVEWAY +� �' .00 ,' MS p% >1 +14.60 tpa ALARM LIGHT �,5 NOTES: ;� P %UTED AND + A 'lNG WALLS j n"�U QED (CONTACT ' 10.89 1 UL LISTED 72" ` oas 'MATER ^_ 72 " OBS WATER 9.4' i ENGINEER) _ 1. DATUM IS NGVD +14,59 , 2 16' BALLAST AND 2.5Y 6/6 2.5Y 6%4 JUNCTI❑N BOX 2. MUNICIPAL WATER IS AVAILABLE 1 . 9 �' y 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. UL LISTED 600 VOLT DIRECT BURIED C"�BLE -) UP TO 40' LONG 120" 120" 5 4. 4. DESIGN LOADING FOR ACL' UNITS TO BE AASHO H- 20 +14:30{ ,� OVERGROWN BOG ; ...':»..'•:. . .......< 5.2' 5. PIPE JOINTS TO BE MADE WATERTIGHT. AS NEC;. .:' ; 4 PIN CONNECTOR 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 10.49 2 ; f O - -.: 6'x4' REDUCER ENVIRONMENTAL CODE TITLE V. 5 00' PHOTO CELL 7. THIS PLAN 1S FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT + 2 TO BE. USED FOR ANY OTHER PURPOSE. I +13.96 DISINFECTED EFFLUENT 8. PIPE FOR SEPTIC SYSTEM<:TO SCH. 40-4" PVC. ' 9.35 EW 6 EFFLUENT �- 9. COMPONENTS NOT 70 BE BACKFILLED OR CONCEALED WITHOUT LOT B2 FLOW RESTRICT❑R INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 8E2 7 UPLAND: 11,300±SF WETLAND: 17295±SF FROM BOARD OF HEALTH. i �Jo 42' -�8 36 EW 8 tJ� 31.' O O_ LO TITLE 5 SI TE PLAN GPM 6 OF 269 SOUTH MAIN STREET UL`FRAVIOLET DISINFECTOR y IN THE TOWN OF: ` "T iE DISINFECTOR', INC, (CENTERVILLE) BARN STABLE 1-877-77G-1500 PREPARED FOR: JOHN GREENE EG N P LOAM AND SEED K EN N ETH SAD LER J R. PROPOSED SPOT ELEVATION EL. I 100xO EXISTING SPOT ELEVATION c� EL.17.7' 20 0 20 40 60 0- 100 -o PROPOSED CONTOUR -� WOVEN GEOTEXTILE FABRIC .. ' - 100- EXISTING CONTOUR (MIRAFI) USED AS TIEBACK ' Pr 1 x 6 BULLNOSE DECKING SCALE: 1" 20' DATE: DECEMBER 1 , 2004 , WITH MIRAFI ATTACHED BY 3" SCREWS "',`�, •' �: .3 REV. 3/17/05 (THs, MOVE SAS) '' REV. 4/28/05 (MOVE ST) I AT 16" CENTERS Iecv•S�S�oS STAGGERED SPIKES .�'.t:t : •' 40 MIL. EL.13.7' • f f •r POLY BARRIERr+o+ 1lgss9 H o��sySs� off 5W-362-4541 SECTION VIEW : : �0� ARNE H. oy �� ARNE cyG� fox 5oH 362-9eeo 6 x 6 P.T. LANDSCAPE TIE KNEE WALL 18 t HIGH, 6 DEEP o OJALA H. A CIVIL OJA „ NOT TO SCALE " No 3079 P F � D r down cape engineering, Inc. o�p N�26 4 O CIVIL ENGINEERS BOARD OF HEALTH or, T LAND SURVEYORS -104 MA ARNE OJALA, , P.L.S. DATE 0 4-,2 9 6 939 main st. yarmouth, ma 02675 APPROVED DATE i ` SYSTEM P OFILE �' TOP FNDN. AT EL. 21.25' TEST HOLE LOGS , ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT I :. WITHIN BSC GROUP, INC. ACCESS COVER (WATERTIGHT) TO �6" OF FINISH GRADE ENGINEER: y I / 19.8'MIN MINIMUM .75' OF COVER OVER PRECAST _� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM E. BARRY op I 18 5' WITNESS: •,� 2" DOUBLE WASHED PEASTONE 7/25/00 �y<< [ RUN PIPE LEVEL �,/ DATE: 18.43' FOR FIRST 2' S° f7 I PROPOSED 1500 17.7 PERC. RATE < 2 MIN/INCH SLAB ® MIN j GALLON SEPTIC LOCUS ELEV. 14.8' �• 17.70 og CLASS i " SOILS P# 17,95 � 17.3' GNURCN N\1Y ROP9 TANK (H- 10 ) GAS ' 17.32' o _ � w BAFFLE 17.49' 0000 80 0. 0' MINwEt $ oo�"`� 16.8' ( 2 % SLOPE) \_6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) --� EQUALIZER 24 HD'S DEPTH OF FLOW 4 _ 1 ( 1 % SLOPE) ( 7. SLOPE) 3/4" TO 1 1/2" DOUBLE WASHEC STONE 5' Q ELEV. C� I TEE SIZES; 0" 15.1' 0" 15.4' I INLET DEPTH 10" MS A I IVIS OUTLET oEPTH = 14" USE ADJ. WATER AT EL. 11.8' 10YR 4/2 „ 10YR 4/2 LOCATION MAP NTS 4 5" 7 f t LEACHING B B FOUNDATION 24' SEPTIC TANK 21' D' BOX 4' FACILITY MS ASSESSORS MAP 207 PARCEL 97-2 i. MS ZONING DISTRICT: RC ,! , 81 5' REMOVAL OF UNSUITABLE SOIL 10YR 4/8 PROP, RETAINING WALL. T.W. „ 10YR 4/8 YARD SETBACKS: t ` EL. 17.7' (SEE DETAIL) ��'� ��+17,75 REQUIRED AROUND PERIMETER OF 18 17 LEACHING FACILITY, oowN To FRONT = 20' + 51 \% SUITABLE SOIL LAYER. REPLACE C/ i ♦ WITH CLEAN MED. SAND. SIDE _ 10 I �� �f GUY +16. ♦ C C REAR = 10 -\ c .6 WIRE ♦� WA ELEV. WA MS MS PLAN REF. 406/42 I; \\�,i 1� ♦� 0" _ 15.2' 0" 15.4' FLOOD ZONE: C �P 16. ♦ A A BENCHMARK �� o \17.10 LS LS 2.5Y 6/4 2.5Y 6/4 GROUNDWATER ADJUSTMENT DATA: PERC I wr HYDRANT TAG 489 • 10 " 1OYR 3/2 1OYR 3/3 WELL: MIW 29 TH 1 & 2 ELEV = 18.19' J� 'f 1 5.91 PROP, SLAB AT MIN, 8 3 ZONE: C ( ) Q /?1 69 g ELEVATION OF 17.7' B ADJ: 3.1' B ,���' 97" OBS WATER 7.1' 82' OBS WATER 8.6' �w PROP. 2 BR DWELLING LS MS _ VARIANCES REQUIRED (TOWN OF BARNSTABLE) TOP FNDN = EL. 21.25' ARTICLE I, SEC. 360-1: PRIMARY SAS TO BE 90' FROM EDGE I 1 OYR 4 6 7.5YR 4/8 OF WETLAND (10' VARIANCE); RESERVE TO BE 86' FROM EDGE 62 l 15.7 / PQRC 36" / 12 2' 28" 120 5.1 120 5.4 OF WETLAND (14' VARIANCE); SEPTIC TANK TO BE 66' TO =3 ~ 16.07 1' EDGE OF WETLAND (34' VARIANCE) ARTICLE VIII, SEC. 360-17, 360-18A: INSTALLATION OF ONSITE �� SEWAGE DISPOSAL SYSTEM ON MARGINAL LOT SETBACK, SAS do G� •t„•,r4 ;•��".. ,. / , .� __. TITLE 5 VARIANCE REQ'D: 15.211: REDUCTION IN K, I C RESERVE TO PROPERTY LINE (10' TO 6') S PROP. WORK LIMIT LINE OF TEST HOLE LOGS .,., ,• '� ,i �: 15 AK H S �c STAKED AYBALE � s rr..... NOTES s .,�, .;P tom. ,�, TH2 2 +15 ► t S - A.H, OJALA, PE -- �. ,�� f � � k�,. ..�r;. .. ,..,;. ENGINEER: . -I-15.e6 MS DATUM 15.os, ; e_ +14,14 72" oes WATER 9.2' 72" oes WATER 9.4. WITNESS: D, DESMARAIS 1 D U IS NGVD 2/14/05 2. MUNICIPAL WATER IS AVAILABLE i I DATE: p 2.5Y 6/6 2.5Y 6/4 PERC. RATE _ < 2 MIN/INCH 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. I w I 1os10 4. DESIGN LOADING FOR ALL UNITS TO BE AASHO H- 20 ,f 90 so ro 120" 120" 5 4 CLASS SOILS P# 5. PIPE JOINTS TO BE MADE WATERTIGHT. 5.2 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. \ _ , 5.16 +1 .9 EW 2 14.60 +14.5 \ w NOT ALLOWED ENVIRONMENTAL CODE TITLE V. ESE 10.25 SEPTIC DESIGN: (GARBAGE DISPOSER IS ) i I;' 15.0 �s 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT WIRE 66- + ,'Ew 3 ` , GROUNDWATER ADJ. DATA (THs DESIGN FLOW: 2 BEDROOMS (110 GPD) = 220 GPD TO BE USED FOR ANY OTHER PURPOSE. ♦ ,; EW 1 p WELL:-AND )29 USE A 220 GPD DESIGN FLOW * 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE: IF RESERVE 1�O -10.30 �� ZONE: C REQUIRED, WATER ,' 440 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ADJ: 2.4' SEPTIC TANK: 220 GPD / 2 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED i u= LINE & DRIVEWAY i 0 ,• \_) I MUST BE +14.60 I •' , RE-ROUTED AND ,°o- USE A 1500 GALLON SEPTIC TANK FROM BOARD OF HEALTH. RETAINING WALLS i REQUIRED (CONTACT 10.89 LEACHING: ENGINEER) +14.59 4 N/A SIDES: 1 . 9 38 x 8 (.74) = 225 TITLE 5 SITE PLAN ' BOTTOM: I +14.30 oV GROWN G TOTAL: 304 S.F. 225 GPD OF USE 2 ROWS OF (4) EQUALIZER HD 24'S, WITH 2' 269 SOUTH MAIN STREET I 10.49 ' ENDS BETWEEN ROWS, 1.75 AT SIDES AND 2:3 AT IN THE TOWN OF: EW 500 (CENTERVILLE) BARNSTABLE PREPARED FOR: JOHN GREENE +13.96 .}. 2 *2 BEDROOM DEED RESTRICTION REQUIRED 9.35 LEGEND \ EW s LOAM AND SEED KENNETH SADLER JR. LOT B2 EL.18.5' 100.0 PROPOSED SPOT ELEVATION\I� , 7 UPLAND: 11,300±SF EL.17.7 20 0 20 40 60 f 1OOxO EXISTING SPOT ELEVATION ♦TT WETLAND: 17295tSF `r ,' WOVEN GEOTEXTILE FABRIC •. o- 100 -o PROPOSED CONTOUR p •• • I (MIRAFI) USED AS TIEBACK DECEMBER 1 2004 I I ---- 1oo- EXISTING CONTOUR 9 SCALE: 1 = 20 DATE: I�8.36 PT 1 x 6 BULLNOSE DECKING "'' ' •. ' EW 8 a-� WITH MIRAFI ATTACHED LY 3" SCREWS •••= _ • •: •:`. REV. 3/17/05 (THs, MOVE SAS) r N, AT 16" CENTERS :: .• , STAGGERED SPIKES -Y. .�. off 5W-W2-4Ml O. 40 M I L fax sae 352-OW EL.13.7' • , , OF POLY BARRIER "s.�•f:[.•'� a� ARNEs�cy o`' ARNElItA OF el �A4S�cya a I SECTION VIEW down cape engineering, inc. 6" x 6' P.T. LANDSCAPE TIE KNEE WALL 18"t HIGH, 6" DEEPS H. o� OJALA ` NOT TO SCALE OJALA N CIVIL N CIVIL ENGINEERS No.26348 No. 30 2 LAND SURVEYORS BOARD OF HEALTH NpEs 939 main st. yarinouth, ma 02675 ► NAL � . 04--296 APPROVED DATE E H. OJALA, P.L.S. DATE SYSTEM PROFILE TOP FNDN. AT EL. 21 .25' NOT TO SCALE) ACCESS COVER TO WITHIN 6" OF FIN. GRADE ( PROVIDE INSPECTION PORT TEST HOLE LOGS WITHIN SEPTIC DESIGN: NOT ALLOWED ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE (GARBAGE DISPOSER IS ) ti, 19.9'MIN MINIMUM .75' OF COVER OVER PRECAST WITHINz "SQbP I E� D OVER SYSTEM DESIGN FLOW: 2 BEDROOMS 110 GPD = 220 GPD ENGINEER: BSC GROUP, INC. °29 18.5 -- ( ) SLAB MIN. USE A 220 GPD DESIGN FLOW * E. BARRY 2" DOUBLE WASHED PEASTONE WITNESS: ELEV. 17.7' \n7 RUN PIPE LEVEL `/ , SEPTIC TANK: 220 GPD ( 2 ) = 440 DATE: 7/25/00 FOR FIRST 2' 18.34' PROPOSED 1500 17.7 GALLON SEPTIC USE A -- GALLON SEPTIC TANK PERC. RATEMA CDCD ---- I17.94' TANK (H- 10 ) � �017.3' LEACHING:W/FAST SYSTEM cAs 17.49' ��� 17.32 CLASS SOILS P F� BAFFLE 80 0.50' N/A a MIN o 0 80 16.8' SIDES: - ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL EQUALIZER 24 HD'S BOTTOM: 38 x 8 (.74) 225 COMPACTION. (15.221 [21) DEPTH OF FLOW = 4 ( 1 % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 5' TOTAL: 304 S.F. 225 GPD USE 2 ROWS OF 4 EQUALIZER HD 24'S, WITH 2' i ELEV. z TEE SIZES: � Q 15.4' INLET DEPTH = 10" USE ADJ. WATER AT EL. 11 .8' STONE BETWEEN ROWS, 1 .75' AT SIDES AND 2.3' AT 0„ A 15.1' 0" A LOCATION MAP NTS OUTLET DEPTH = 14 ENDS MS MS *2 BEDROOM DEED RESTRICTION REQUIRED 5" 1OYR 4/2 1OYR 4/2 4' LEACHING B 7" ASSESSORS MAP 207 PARCEL 97-2 FOUNDATION- 20' SEPTIC TANK 20' D' BOX FACILITY B ZONING DISTRICT: RC MS MS YARD SETBACKS: FRONT = 20' 1OYR 4/8 1OYR 4/8 [BLOWER 18" 17" SIDE = 10' 1 .5" VENT PIPING REAR = 10' PLAN REF. - 406/42 C C FLOOD ZONE: C MS Ms GROUNDWATER ADJUSTMENT DATA: ACCESS PORTS WELL: MIW 29 (TH 1 & 2) 5' REMOVAL OF UNSUITABLE SOIL ©RCM 2.5Y 6/4 2.5Y 6/4 ZONE: 3 C' PROP. RETAINING WALL. ,' �� REQUIRED AROUND PERIMETER OF TREATED WATER OUTLET T.W. = EL. 17.7'MIN. l'� i' LEACHING FACILITY, DOWN TO 38 (SEE DETAIL) i � SUITABLE SOIL LAYER. REPLACE VARIANCES REQUIRED (TOWN OF BARNSTABLE) ' �� WITH CLEAN MED. SAND. 1 PARTICLE I, SEC. 360-1: PRIMARY SAS TO BE 86' FROM EDGE '�� / WASTE INLET (MIN. min 97 OBS WATER 7.1 ' 82" OBS WATER 8.6' :OF WETLAND (14' VARIANCE); RESERVE TO BE 86' FROM EDGE '�, / GUY � �� OF WETLAND (14' VARIANCE); SEPTIC TANK TO BE 75' TO �D WIRE \` 3 ABOVE OUTLET) 'Q EDGE OF WETLAND (25' VARIANCE) / \I� " ARTICLE VIII, SEC. 360-17, 360-18A: INSTALLATION OF ONSITE P ^ Q �p 120" 5.1' 1 20" 5.4' SEWAGE DISPOSAL SYSTEM ON MARGINAL LOT BENCHMARK ' �1 50" HYDRANT TAG 489 '� o ELEV = 18.19' J'� /'' �/ \\ PROP. SLAB AT MIN. TEST HOLE LOGS ELEVATION OF 17.7' Gj �Q`� / / 2�,\0 \T\ (FRONT PORTION OF DWELLING) ENGINEER: A.H. OJALA, PE 18.5' // \ PROP. 2 BR DWELLING 24" 72" D. DESMARAIS TOP FNDN = EL. 21.25' WITNESS: 6" DIAM. HOLE 2/14/05 / PROP. SLAB HERE AT MIN. DATE: 177 / �09 �` �jO / ELEV. 14.8' .5 MICRO FAST INSERT < 2 MIN/INCH / •A PERC,. RATE _ •� ,I PROP. WORK LIMIT LINE OF IN 1500 GALLON CUSTOM I I P 10910 qo r \ / pQ CLASS SOILS # Gj STAKED HAYBALES FAST TANK PROP. GRANITE � �� ' PROP/" 2OJ-��GD� - 15- - PROP. CONCRETE STOOP WA ELEV. W2 A COBBLE BORDER tij• rT 2 Uf�YI' �� AT BASEMENT DOOR (3'X4') INSTALL AS PER 0" 15.2' 0" 15.4' (TYP.) � ' _ � °� °' I MANUFACTURER'S SPECS �S LS PROP. MONITORING WELL OR SAMPLING PORTS 1 OYR 3/2 IOYR 3/3 ��E; TO BE PROVIDED FOR REQUIRED TESTING 8 13' GROUNDWATER ADJ. DATA (This �✓ o�J�\ '��. C, ACCORDING TO SAMPLING AND MAINTENANCE B B 1A AND 2A) AGREEMENT PROVIDED BY F.A.S.T. SYSTEM WELL: MIW 29 LS MS ZONE. C . c n. R �. C- n it Arorrn - 7 _ s so 1� EW C�PFR4TlClhyl A.JD �•%�"IT:_hL,.,t�. �.I-— 1-1 �T 10 /� /8 rpJ 2 �' I _ - 5YR 4 L - C6 _ - - J I SHALL BE IN PLACE PRIOR TO ITS USE, AND 36" YR 4 28 o A , s / �� 12.2' 1' ♦� �5 / !C SHALL BE FOR THE LIFE OF THE SYSTEM GUYEV.I 3 \ .\ �� C WIRE 10 / / /, HAND RAIL \� // / / /.' J \'� EW 1 O NOTE: IF RESERVE \ / // \ �- PERC REQUIRED, WATER _ / / �� / C LINE & DRIVEWAY / / / /, ® 54" MUST BE 3/4" STONE MS RE-ROUTED AND 90 BELOW DECK / !r ALARM LIGHT MS NOTES: RETAINING WALLS REQUIRED (CONTACT / I 72" OBS WATER 9.2' 72" OBS WATER 9.4' ENGINEER) / // /W 4 UL LISTED 1 . DATUM IS NGVD BALLAST ❑N BOX / 2. MUNICIPAL WATER IS 16 2.5Y 6 6 2.5Y 6/4 AVAILABLE DRY LAID / - - - / /'' UL LISTED 600 VOLT DIRECT BURIED CABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PAVER WALKWAY UP T❑ .................................._............. _ _.._._......_.......... 4 0' L❑ - AASHO H OVERGROWN BOG LONG 120" 5.2, 120" 4. DESIGN LOADING FOR ALL UNITS TO BE 20 5.4' 5. PIPE JOINTS TO BE MADE WATERTIGHT. AS NEC: 4 PIN CONNECTOR 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. /, Ew 5 p 6'x4' REDUCER ENVIRONMENTAL CODE TITLE V. / ✓ �1A' /� /�� ~.,''.i.. Y PH❑T❑ CELL 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT • TO BE USED FOR ANY OTHER PURPOSE DISINFECTED EFFLUENT EW s 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. EFFLUENT 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT LOT 82 FLOW RESTRICT❑R INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED EW 7 UPLAND: 11,300±SF FROM BOARD OF HEALTH. WETLAND: 17295±SF 42„ EW 8 �� 31' 01 'O 1 O„ TITLE 5 SITE PLAN GPM 6 ULTRAVI❑LET DISINFECT❑R �F 269 SOUTH MAIN STREET "THE DISINFECT❑R', INC, LOAM AND SEED IN THE TOWN OF: EL.18..5' ( CENTERVILLE) BARNSTABLE EL.17.7' MIN. LEGEND PREPARED FOR: Dh,N I EL LEWIS +•, + FIELDSTONE � 100.0 PROPOSED SPOT ELEVATION 1Oox0 EXISTING SPOT ELEVATIONFI PROPOSED CONTOUR � + • + •'• �• ••, � 20 0 20 40 60 o- 100 - ':+ 100- EXISTING CONTOUR P4uf7�D,•:I +f'1lACE CONCRETE FROST WALL MORTAR JOINT (TYP.) PERC TEST 40 MIL. EL.13.�' •. ' #5 REBA�R`"2�:' O.C. SCALE: 1 " = 20' DATE: DECEMBER 1 , 2004 POLY BARRIER 1 ' I REV. 3/17/05 (THs, MOVE SAS) FL.13.2'f REV. 4/28/05 (MOVE ST) A' REV 6/15/05 (PERC TH1A) • F- 1L- 2.� HOFMs � `'' "wr REV 11/9/05 (MOVE WORK LIMIT) 5 REBAR 12" APART 20 CONCRETE FOOTING ; �yo�y1 Sgctia�NQFf''ts� -6-09 (FND, DRIVE, RET. WALL) ' �E+OF DANIELA. f� Yfo� DANIEL \ �`�� SS9 �LZNOFhlgSS off 508-362-4541 c"'� fax 508 362-9880 �'���� SECTION VIEW I� A. \ 1; o`' ARNE H. yGN o`' //�,RNE c'J� MORTARED FIELDSTONE KNEE WALL 18"f HIGH, ON FROST FOOTING No.4650 �il J^ I��.` o OJALA a H. NR down cape engineering, inc. pO NOT TO SCALE ` ��F r No. 098c CIVIL N LA OFE s s °` R t' o .0 26348 IN 3 792 CIVIL ENGINEERS BOARD OF HEALTH TONAL ENS �gti�s �� cff �o �F �� o LAND SURVEYORS f U c L� ----- N� O� 04-296 939 main st. yarmouth, ma 02675 APPROVED DATE A OJALA, P. ., 5. DATE