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0260 PLUM STREET - Health
260 PLUM STREET, A = 196 038 Lk . (�(Wo��e G-Ul . }} 1k ° 1 4 ° Wlfl�Y`,YY � P P � n AS Ir rq Ln jw.,v' ru C, 7 V"1 N J-a. '.czz . .� ° �''+ ' to Postage $ a �* v O Certified Fee L x [7 C3 Return Receipt Fee �, o T K(Endorsement Required) �,� Here�4 � � � O Restricted Delivery Fee tJJ •w r� (Endorsement Required) % r 0 Total Postage&Fees Sent TO 3 l .�_......."-"' It Street,Ap.No.; B.'�.:_---' i ?.1 o s V ti� r R -+ �! y z "r•+ ; i;e'� � f.. OrPOBoxNo. Q._.�6 ?; City State P W +4 ...-�. ;0- t r a kl- 61, sty a d ham` 1e it rinY SIRS r j,� a'.. Z .� ,. ! sr s f.auSt^x ,ex F4 f �•<'� .±#'may.�,'yR��°c�a� •� ±- irP�I t wl � i• 1 bi T' «�5^f''JJff«' _! 5 . t��e i tar BSI �•�� TOWN OF BARNSTABLE LOCATION ;ZC.Q?1um:S ttee}- SEWAGE# III `{30 VILLAGE �(, �� :,�y��f, �� ASSESSOR'S MAP&PARCEL MG,m03'7 INSTALLER'S NAME&PHONE NO.,D�,s A ,�yV n�c SOr3-�/20—`/S3y SEPTIC TANK CAPACITY 2 LEACHING FACILITY: (type) Atc.%, 14;may (size) I1,1 X ?.571 S NO.OF BEDROOMS OWNER Mec, `a PERMIT DATE: 12-I`I 1 I COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility N010e. olxw-4660 Private Water Supply Well and Leaching Facility(If any wells exist on `-Vk�cvcs;)— site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY e 2000 _ c�I-� JT OUT. 10 _3 33 Obp ems, i . . r � , Afc-IG NC 001IS bbs porgy u+ v�r�pb9p�� r a No. 2 Fee Q THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1-1 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes / application for bisposal 6pstem Construction permit Application for a Permit to Construct( ) Repair(1,�rUpgrade( ) Abandon( ) ❑Complete System ED ndividual Components Location Address or Lot No. ��IvM 5 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �ivt'yt j 4 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ©v/cS ✓ .✓ ,,.e-30e�_yCtn-7/5_5 Type of Building: Dwelling No.of Bedrooms tJ Lot Size `l y 1-7/ sq.8. Garbage Grinder( ) Other Type of Building` No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date / / Number of sheets 3 Revision Date Title Size of Septic Tank C)(15tL* Type of S.A.S. .W✓G 3 C N� /�20 rf/O(.�S C�� C -Description of Soil 5 e it n j o� Nature of Repairs or Alterations(Answer when applicable) t t 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 the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Sig d Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Jb Date Issued Z No. 6I I :.� t, Fee 0 rr• — Entered in computer:s� THE COMMONWEALTH OF MASSACHUSETT$ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes / 2pplicatlon for Disposal 6pstem Construction Permit CP Application for a Permit to Construct( ) Repair(G<`Upgrade( ) Abandon( ) ❑Complete System U/d idual Components Location Address or Lot No. y Owner's Name,Address,and Tel.No. r Assessor'sMap/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and and Tel.No. �v✓�lay .f rvw,✓ �N�3�-yCm-7/S 5 ~f ,,✓e p/,.vf (/VC�I�/ls sv y'�r- r3i3 F / Type of Building: R Dwelling —No.of Bedrooms Lot Size 1 y 15-7 J sq.ft. Garbage Grinder( ) Other Type of Building _f� ,a . No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) y 9Q gpd Design flow provided y JG. /�/ gpd Plan , Date /2�/f�i/ Number of sheets '? Revision Date Title Size of Septic Tank /l5 f IN S Type of S.A.S. W1e 3 C 14 20 xowc Cat- C Description of Soil Nature of Repairs or Alterations(Answer when applicable) t N3 �?p, S Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sighed Date10, /Z / Application Approved by i Date Application Disapproved by or ✓ Date for the following reasons Permit No. ¢ o l I' II30 Date Issued I o7- 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS r- Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ! 'Upgraded( ) ti. Abandoned( )by ,/ ov t/oh /�..� ni �'�✓� at (7 /�/v.� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.7 U 11 'y dated ,7- i Installer����/G, t� /���o„✓.•� �Nc Designer -,,, ,,, .�rG .1 1 N #bedrooms C/ Approved�de'si' flow g'a/6. y/ gpd The issuance of this permit shall not be construed as a guarantee that the systemtwill fun s d�s ed. Date 2 //5 /// Inspector I,-,- ------------------------------------- ------------------------- ----/0� ------------ No. L' u Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(1,� Upgrade( ) Abandon( ) System located at 41�0 P/v w 5 1A/,r and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. S Date l ? 1 - / Approved by I c u --- — --------- - -_ Town of Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 27 Z— Sewage Permit# 90 -q 30 Assessor's Map/Parcel Installer&Designer Certification Form Designer: Worl4s, Inc . Installer: p� Address: )z W, C ro s S :e 1 ed IZ#. Address: r ©- �C Tw J-d 6eA k-UV t Le M�-192i�32 On D.Pr ra--v,2 , I n L. was issued a permit to install a (date) (installer) septic system at 2420 V/1'1- S+-, UJ 19 based on a design drawn by (address) _I�C.Fe r&L c-F l j-e SL-- dated Z�I JJ 1 1 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system),but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was cted and the soils were found satisfactory. OFlygs�9 PETER T. tp , ©6ar;_ McENTEE v nstaller s Signature) CIVIL -4 A 9 No.35109 O 90 FGIST0- (Designer's Signature) (Affix Design re) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. - q:\office forms\designercertification form.doc lime Town of Barnstable P# / 1 Department of Regulatory Services Public Health Division Date I 639.��� 200 Main Street,Hyannis MA 02601 Date Scheduled �- � , Time C � Fee Pd. Soil Suitability Assessment for S e Disposal Performed By: 1 `stc_✓ C Witnessed By: LOCATION&GENERAL INFORMATION Location Address N Z O 1 �� c Owner's Name �v, W . 1�jRr h S V-tfbo J Address zfco 9�J W1 Assessor's Map/Parcel: 19 Engineer's Name I —7 NEW CONSTRUCTION REPAIR Telephone# ,Sp Land Use !��..� h l�0. Slopes(%) 2/ Surface Stones r� Distances from: Open Water Body ?/,ZeJ ft Possible Wet Area 7 Zy ft Drinking Water Well 1ST ft Drainage Way /'j/-4k ft Property Line — ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) G4,-r-f_-#-5 f"La`ell 2 � L � I Parent material(geologic) Depth to Bedrock 3 4 r f0 Depth to Groundwater: Standing Water in Hole: t v`A Weeping from Pit Face /j Estimated Seasonal High Groundwater _j Cr',-._AA, = r DETERMINATION FOR,SEASONAL HIGH WATER TABLE Method Used: ; Depth Observed standing in obE.hole: in. Depth to soil mottles: ink d✓°t Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level Observation PERCOLATION TEST Date Time Hole# 2 Time at 9" i :31 Depth of Perc J Time at 6" l Start Pre-soak Time @ 1 c�6 Time(9"-6") End Pre-soak r � Rate Min./Inch M c n l t y1 (� M•a c�� Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPnC\PERCFORM.DOC DEEP OBSERVATION�HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture . Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) \ (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Graven 1 DEEP OBSERVATION-HOLE°LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other h Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) Flood Insurance Rate Mai): Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification _ I certify that on Z( (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature DateL�Q( C Q:\SEPTIC\PERCFORM.DOC PROF SNE 1p�� Town of Barnstable Barnstable Regulatory Services Department OftericaCily BARNSTABLL 9 MASS 9Mn+► 0 Public Health Division ' I., rFo 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 FAX: 508-790-6304 Thomas A.McKean,CHO November 15, 2011 Barnstable Deputy Sheriff Department PO Box 729 Barnstable, MA 02630 RE: Kenneth J. Megnia, 260 Plum Street, West Barnstable Dear Deputy. Sheriff: Please hand-deliver the enclosed letter to the last and usual known address of: Kenneth J. Megnia, 260 Plum Street, West Barnstable, MA 02668 The billing address for the service is: Public Health Division= S. Crocker Town of Barnstable 200 Main Street Hyannis, MA 02601 If you have any questions, please feel free to call me at 508-862-4644. Thank you for your assistance in this matter. Sending my regards to you all, Sharon Crocker Administrative Assistant Q:\Legal\CONSTABLE\legal 260 Plum WB.doc Civil Processing Division 508-362-9578 Town of Barnstable �tME r, Regulatory Services Thomas F. Geiler, Director BMWSrwst.e. KASRg Public Health Division i6;¢ 10 ''�n►ra'�" Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 CERTIFIED MAIL 4 7006 0810 0000 3524 5119 Oct 20, 2011 Kenneth J Megnia 260 Plum St. West Barnstable, MA 02668 NOTICE OF VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND TOWN OF BARNSTABLE CODE � 353-9-DISCHARGE ONTO GROUND PROHIBITED. On Oct 20, 2011, Health Inspector Donald Desmarais R.S. investigated a complaint and observed raw sewage being pumped onto the ground from the septic system owned by you located at 260 Plum St., West Barnstable. The following violations of 310 CMR - 15.00, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and Town of Barnstable Code were observed: 310 CMR 15.303(1) (a)(2): Septic system is in hydraulic failure. Town of Barnstable Code § 353-9: Discharge of sewage onto the ground. (1) You are directed to keep the on-site sewage disposal system pumped as many times as necessary(daily if needed) to keep it from overflowing onto the ground. (2) You are ordered to obtain an engineer to design the repair plans for the failed septic system at said location and file the plans and variance application (if applicable) with the Health Division within thirty (30) days of your receipt of this letter. (3) The septic system shall be installed in strict accordance with the approved engineered plans within sixty (60) days of your receipt of this letter. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Non-compliance will result in the issuance of a non-criminal ticket citation of $100. Each day's failure to comply with an order shall constitute a separate violation. Q:\Order letters\Septic\260 Plum St.doc PER ORDER OF THE BOARD OF HEALTH ThoAas Atean CHO, RS Director of Public Health QAOrder letters\Septic\260 Plum St.doc Barnstable County Sheriff's Office I hereby certify and return that on November 16, 2011 at 1:25 PM I served a true and attested copy of the within Letter, by leaving for the within named Defendant, Kenneth J. Megnia, at the last and usual address of: 260 Plum Street, West Barnstable, MA 02668, and by mailing 1" cla s to the Defendant at the stated address on the same day. Fee: $45.00 Fr is M. Welby, Deputy Sheriff PO Box 1043, Centerville, MA 02632 (508) 362.9578 October 17, 2011 Thomas Mckean, Director Town of Barnstable Health Division 200 Main St. Hyannis, MA 02601 Re: 260 Plum St., West Barnstable Kenneth Megnia - Parcel 196037 Dear Mr. Mckean, I believe the septic system on the above-referenced property has failed and I am concerned about the safety of my drinking water as well as the drinking water of others in my neighborhood. I also believe this could potentially have a negative effect on Garrett Pond. I don't know for sure, but it appears the homeowners may be pumping the septic liquids directly onto their front lawn. i I choose to write this anonymously as I do not wish any confrontations. I just want everyone's drinking water to be safe. Perhaps you could just let them know that neighbors have been noticing an odor coming from their property. Thank you for looking into this. a �� o r;�). r • 7e. r.. rat�.. ,i-!7 t` i 'ji.. 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 X ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No 1 M � 3. Service Type ❑certified Mail ❑Express Mail b ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7006 0810 0 0 3524 5119 (transfer from service label) I PS Form 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 • /dwkiPi A6ur- Town of Barnstable �t►,F rti Regulatory Services Thomas F. Geiler, Director BA�tvsrnBLL 9 MASS Public Health Division t63q. �Q' iOTFa ram" Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 CERTIFIED MAIL#7006 0810 0000 3524 5119 Oct 20, 2011 Kenneth J Megnia 260 Plum St. West Barnstable, MA 02668 NOTICE OF VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND TOWN OF BARNSTABLE CODE & 353-9-DISCHARGE ONTO GROUND PROHIBITED. On Oct 20, 2011, Health Inspector Donald Desmarais R.S. investigated a complaint and observed raw sewage being pumped onto the ground from the septic system owned by you located at 260 Plum St., West Barnstable. The following violations of 310 CMR 15.00, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and Town of Barnstable Code were observed: 310 CMR 15.303(1) (a)(2): Septic system is in hydraulic failure. Town of Barnstable Code 4 353-9: Discharge of sewage onto the ground. (1) You are directed to keep the on-site sewage disposal system pumped as many times as necessary (daily if needed) to keep it from overflowing onto the ground. (2) You are ordered to obtain an engineer to design the repair plans for the failed septic system at said location and file the plans and .variance application (if applicable) with the Health Division within thirty (30) days of your receipt of this letter. (3) The septic system shall be installed in strict accordance with the approved engineered plans within sixty (60) days of your receipt of this letter. You may request a hearing before the Board of Health if written petition requesting same is received within ten(10) days after the date the order is served. Non-compliance will result in the issuance of a non-criminal ticket citation of $100. Each day's failure to comply with an order shall constitute a separate violation. Q:\Order letters\Septic\260 Plum St.doc i PER ORDER OF E BOARD OF HEALTH Thomas A. McKean CHO, RS Director of Public Health Q:\Order letters\Septic\260 Plum St.doc r fI S f f f { j As f ra r v` e, ....nlow ��Yi ai d.• � . a • +tJ � f�"tom. , �� .,gyp#V � • f r,�' ,..°¢ 1 O I er f s ` el Oro If f !� ?, it, if +' ► t ,, ',. fix, INL _ '�Y �.Y.'14- � In ` �11 �•,�� .» � ��tr � ,, `� .�\ Al MAPS Jw op . "off- . f. � �'� ♦ _.�.. - ��ll Z. .. •r ems,- rl fy" lggwle aw ;' �6, � ATM, • ,,. tti►., .L L :rs�; 1199 PER ORDER OF BOARD OF HEALTH Thomas A. McKean CHO, RS Director of Public Health Q:\Order leaers\seoc\260 Plum st.doc Town of Barnstable 'THE r Regulatory Services ,. Thomas F. Geiler, Director BARNSTAD Public Health Division sb;q. �Ve DOTED ( Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 CERTIFIED MAIL#7006 0810 0000 3524 5 119 Oct 20, 2011 Kenneth J Megnia 260 Plum St. West Barnstable, MA 02668 NOTICE OF VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND TOWN OF BARNSTABLE CODE � 353-9-DISCHARGE ONTO GROUND PROHIBITED. On Oct 20, 2011, Health Inspector Donald Desmarais R.S. investigated a complaint and observed raw sewage being pumped onto the ground from the septic system owned by you located at 260 Plum St., West Barnstable. The following violations of 310 CMR 15.0.0, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and Town of Barnstable Code were observed: 310 CMR 15:303(1) (a)(2): Septic system is in hydraulic failure. Town of Barnstable Code . 353-9: Discharge of sewage onto the ground. (1) You are directed to keep the on-site sewage disposal system pumped as many times as necessary (daily if needed) to keep it from overflowing onto the ground. (2) You are ordered to obtain an engineer to design the repair plans for the failed septic system at said location and file the plans and variance application (if applicable) with the Health Division within thirty (30) days of your receipt of this letter. (3) The septic system shall be installed in strict accordance with the approved engineered plans within sixty (60) days of your receipt of this letter. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Non-compliance will result in the issuance of a non-criminal ticket citation of $100. Each day's failure to comply with an order shall constitute a separate violation. Q:\Order letters\Septic\260 Plum St.doc +R� M f �y f � � t r . r ' . r � s r a Ail r � :r e 51 g I 3 � a ya61 I�_ __� Parcel Detail Page 1 of 3 gg 4t Ba1ti_NSTAB d 4£�3S � Logged In As: Parcel Detail Thursday,October 20 2011 Parcel Lookup Parcel Info Parcel ID 196-037 _ I Developed LOTS 2&3 Location 260 PLUM STREET I Pri Frontage Sec Road I Sec Frontage I Village 1WEST BARNSTABLE ( Fire District jW BARNSTABLE v �) Sewer Acct i � Road Index 2 4 Asbuilt Septic Scan: Interactive 196037_1 Map I A i � V;lf, Owner Info Owner MEGNIA, KENNETH J - �I Co-Owner j Streets 1260 PLUM ST I Street2 I City W BARNSTABLE �I State zip 02668 Country Land Info _ Acres I2.29 J Use=Fam MDL-01 Zoning JRF Nghbd,0111 Topography I Level Road Unpaved utilities Septie,WelI ) Location Construction Info Building 1 of 1 Year 1992 I Roof Gable/Hip Ext Wood Shingle Built� Struct Wall _ � 0 Living 16464 Roof Asph/F GIs/Cmp I AC Central t� Area! Cover Type Style(Colonial I wan Plastered J Rooms 6 Bedrooms H _. W WI Plastered Model FResidential Int Hard( wood I Bath I�Full+ 1 H g'' Floor I Rooms 8(+t Grade Custom ( Heat Hot Air Total 18 Rooms I � '14_ , Type Rooms A . Stories 12 1/2 Stories I Heat Oil Found Poured Conc. Fuel ation Gross l 11288 _ I Area Permit History Issue Date Purpose _ Permit# Amount Insp Date Comments http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=14213 10/20/2011 Parcel Detail Page 2 of 3 4/1/1992 B35016 $12,500 1/15/1993 12:00:00 AM WB SW.POO 2/1/1992 IB34854 $390,000 1/15/1993 12:00:00 AM �WB 2 STOR Visit History ........ ......_....... Date Who Purpose 5/8/2000 12:00:00 AM Donna Dacey Meas/Listed-Interior Access 3/15/1993 12:00:00 AM ML Sales History Line Sale Date Owner Book/Page Sale Price 1 4/16/1997 MEGNIA, KENNETH J 10700/144 $385,000 2 1/15/1996 PRUDENTIAL HOME MORT CO INC 10026/149 $385,000 3 2/15/1992 KING, CLIFTON P&CAROL 7865/133 $210,000 4 3/15/1989 WENTWORTH, PERI S 6662/119 $1 5 6/24/1980 1 WENTWORTH, KEVIN P&PERT 3115/29 1 $0 - Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2011 $731,200 $12,300 $65,300 $474,500 $1,283,300 2 2010 $731,200 $12,300 $75,200 $474,500 $1,293,200 3 2009 $839,100 $10,400 $44,100 $477,400 $1,371,000 4 2008 $867,700 $10,400 $44,100 $497,700 $1,419,900 6 2007 $943,600 $10,400 $44,100 $497,700 $1,495,800 7 2006 $829,800 $10,400 $45,200 $531,200 $1,416,600 8 2005 $729,300 $10,400 $46,100 $442,700 $1,228,500 9 2004 $604,900 $10,400 $46,600 $393,500 $1,055,400 10 2003 $519,300 $10,400 $47,700 $107,100 $684,500 11 2002 $519,300 $10,400 $47,700 $107,100 $684,500 12 2001 $519,300 $11,000 $47,700 $107,100 $685,100 13 2000 $464,000 $11,000 $35,900 $68,400 $579,300 14 1999 $464,000 $11,000 $31,000 $68,400 $574,400 15 1998 $429,300 $11,000 $31,000 $68,400 $539,700 16 1997 $461,600 $0 $0 $53,100 $553,000 17 1996 $461,600 $0 $0 $53,100 $553,000 18 1995 $461,600 $0 $0 $53,100 $553,000 19 1994 $402,700 $0 $0 $74,900 $512,000 20 1993 $0 $0 $0 $75,900 $75,900 21 1992 $0 $0 $0 $83,400 $83,400 22 1991 $0 $0 $0 $121,200 $121,200 23 1990 $0 $0 $0 $121,200 $121,200 24 1989 $0 $0 $0 $134,600 $134,600 25 1988 $0 $0 $0 $37,000 $37,000 26 1987 $0 $0 $0 $37,000 $37,000 27 1 1986 1 $0 $0 $0 $37,0001 $37,000 Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=14213 10/20/2011 ro Eli 017120 oennzaov s g f * c Lb 10� a o y— Yet VZ Y 4 4 k ya u • r� ''� I)p 17 11 .x yr to � � r tlti"f Y Alt. 1 ' Jo- 14 . ,� `r •ys.. Fr r `_i lrf e• l"ram c } Department of Environmental Management/Divisi on f'Water Resources WATER WELL COMPLETION REPORT WELL LOCATION GEOGRAPIUC UESCROTIGN Address N S AF-i W of V " r _ _ earl (circle/ City/Town (1 rrr—acr—(road/7� Well owner 1 Address -� A N E W Of (circle) Board of Health permit: yes �r no ❑ intersect. W/ ? (road) WELL USE „ WELL DATA L jv Domestic 'f Public❑ industrial ❑ Total well depth ft. Monitoring❑ Other Depth to bedrock - ft. Water-bearing rock/ nconsolidated aterial: Method drilled Date drille � � �� . / Description.2: 1 d -�/u CASING Water-bearing zones: � � �'�! /!ic 1) From To Type py l —�� „^a Length ft. Dia(I.D.)_4� —in.. 2) From To 3) From To Length into bedrock /V ft. ' Gravel pack well/Vb di.. Protective well seal:, 1) Screen: dia. Grout-❑. Other V�j Slot*.4s—length 4_from64 to WELLTEST Static water level below land surface ft. Date � Drawdown j�_ft. after pumping, , hr. - - m.... gpm How measured Recovery ft. after—hr. min. 0 LOG of FORMATIONS COMMENTS g Materials From To l� Driller A//// h 4 �' -A-V" ,Q Mass.�Re'istratio,rt# n C4411n fil a 4A Firm�� Spa ) Address r i /j � / ".r,. f/r (� City/Town?,,/r�r �/rM —signature o 3u ervisin re istered well driller Please Print firmly V .. 00 ARD OF HEALTH COPY GR13UNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCO) i Field ID: Z499 Lab ID: 2628-01 QC Batch: VGA-931 Project: Gable/Lot 38-37 Sampled: 02-06-92 Client: Envirotech Laboratories Cont/Prsv: 40ml VOA Vial/NaHSO4 Cool Received: 02-07-92 Matrix: Aqueous Analyzed: 02-12-92 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (U9/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 1 BRL 1 Vinyl Chloride BRL 5 Bromomethane BRL 1 Chloroethane BRL 1 Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride . BRL 1 trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane 1 cis-1,2-Dichloroethene * BRL 1 BRL Chloroform BRL 1 1,1 ,1-Trichloroethane BRL 1 Carbon ,Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropene BRL 1 Bromodichloromethane BRL 1 Z-Chloroethylvinyl Ether BRL 1 trans-1,3-Dichloropropene BRL 1 Toluene BRL I cis-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene 1 BRL m+pp-Xylene * 1 o-Xylene * BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 11 4-Dichlorobenzene 1 BRL 112-Dichlorobenzene QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Bromochloromethane 30 31 103 % 83 - 117 % Fluorobenzene 30 30 100 % 87 - 113 % BRL - Below Reporting Limit. * Mon-target compound. "Trace" indicates probable presence below listed Reporting Limit. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). ???ln?ln(?rlrl?!??(??Ii?(?1111nTlnt(nnlntttlrnrl..... TT�nTitrr?ntnn?nttlTt?>nturtnrnrt?mtltpnrttinnnnt?ltnlntntTlT1?nT tt t1T m jr jtutnr ryt?4 trrT.. Tr trmm rttt r .f ENVIROTECH LABORATORIES EE Mass. Cert. #:MA063 449 Route 130 Sandwich,MA 02563 (508) 888-6460 CLIENT: J. Gable LOCATION: Map 196 Lot 38-37 Plum St, 13 ADDRESS: arnsta e � y _= COLLECTED BY: L. Wile SAMPLE DATE: 2-6-92 TIME: DATE RECEIVED: 2— —92 SAMPLE ID: _ `= New Well 85' 6" PVC JOB WELL DEPTH: RESULTS OF ANALYSIS: Parameter Units Recommended limit Result - r 0 — Coliform bacteria/100 ml (MF Method) 0 75: PH pH units -- — 6.0 8 5 6.32 Conductance umhos%cm 500 133 c- Sodium mg-L 20.0 18.9 Nitrate-N mg/L 10.0. 0.09 z: Iron mg/L 0.3 <0.05 Manganese mg;L 0.05 0.11 =_ Hardness mg/L as CaCO S00 39.6 >~ 3 i~ Sulfate mgi L 250 20.2 20.0 Potassium mg%L 1.0 Alkalinity mg/L 200 8.4 = Chloride mg/L 250 28.7 E Turbidity NTU 5.0 0.26 Color APC units 15.0 <1.0 c: Background bacteria COMMENT: EPA 601/602 VOC None Detected* See Attached Report _ ra YES No WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS T TED. XT O DATE �� L ���1llUll!!!lill111i11111111111111111{11111111111111111t1111U11i1!lWilWl111111Ui1111111i1111111i1iiiliUliiiliiiiiiiliiliiiiiiiiiiiiiliUililutiiiiiii4liilil iU{Ili}!WilllliUU111111111lltlilliiltlllllllltltllillilliUlllUlil\�� I q�(?ll(?TT?11?r;?1????ln?ln(?rlrl?!??(??Ii?(?1111nTlnt(nnlnfttlrnrintrt(1TT�nTitrr?ntnn?nttlTt?>nturtnrnrt?mflfpnrttinnnnt?ltnlntntTlT1?nT tt t1T m jr�jtutnrryt?•4 trrT.. Tr trmm rttt r .f ENVIROTECH LABORATORIES Mass. Cert. #:MA063 449 Route 130 Sandwich,MA 02563 (508) 888-6460 CLIENT: J. Gable LOCATION: Map 196 Lot 38-37 Plum St, arnsta e, ADDRESS: - A _= COLLECTED BY: L. Wile SAMPLE DATE: 2-6-92 TIME: DATE RECEIVED: 2— —92 SAMPLE ID: _ `= New Well 85' 6" PVC JOB WELL DEPTH: z :y RESULTS OF ANALYSIS: E: Parameter Units Recommended limit Result - r 0 — Coliform bacteria/100 ml (MF Method) 0 PH pH units -- — 6.0-8 5 6.32 Conductance umhos%cm 500 133 c- Sodium mg-L 20.0 18.9 Nitrate-N mg/L 10.0. 0.09 -_ z: Iron mg/L 0.3 <0.05 Manganese mg;L 0.05 0.11 Hardness mg/L as CaCO S00 39.6 i~ 3 i~ Sulfate mgi L 250 20.2 _ r _ Potassium mg%L 20.0 1.0 Alkalinity mg/L 200 8.4 = Chloride mg/L 250 28.7 E Turbidity NTU 5.0 0.26 - Color APC units 15.0 <1.0 c: Background bacteria COMMENT: EPA 601/602 VOC None Detected* See Attached Report YES No WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS T TED. ra DATE �� L ���1llUll!!!lill111i11111111111111111{11111111111111111t1111U11i1!lWilWl111111Ui1111111i1111111i1iiiliUliiiliiiiiiiliiliiiiiiiiiiiiiliUililutiiiiiii4liilil iU{Ili}!WilllliUU111111111lltlilliiltlllllllltltllillilliUlllUlil\�� Commonwealth of Massachusetts . p0yv - 19g Executive Office of Environmental Affairs ��TixoFPsjq Department of Environmental Protection. ' MNtm F.W" Th*Cate donne. ssewsgt An"Psui Cwkwd DWW B.StrWW SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PAST A - CERTIFICATION pr,,s r� 260 Plun•St. , West Barnstable, 1.1A Address of owner. Prudential Asset Recovery Date otlaspeadoac 3/10/97 & 3/14/97 & 3/26/97 (If dWerent) Two Corporate .Drive Name ofInspoator. Bruce McAllister & A.M. Wilson Shelton, -CT 06484-6238 Company Name.Address and Telephone Number. A. M. Wilson Associates, Inc. 911 Main Street CER'TIFICATIONSTATEMEI4T Osterville, 11A 02655 (508)428-1450 I cart*that I have personally inspected the sewage disposal system at this address and that the information reported below is true,aecmato -and complete as of the time of inspection. The inspection was performed based on my training and cgwzience in the proper A=c:d a and ' maintenance of on-site sewage disposal system• The system: =' Passes _ Conditionally Passes Needs Further Evaluation By the Local Approving Authority . _ Fails Inspector's Signature —. 3/27./97 - i ' The System Inspector shall submit a copy of this mspeetion report to the Approving Authority within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original drodd be seat to the system owner and copies sent to the buyer,if applicable and the approving authority. INSPECTION SUMMARY ' Cbeck A.B,C,or D: AI SYSTEM PASSES* 1 I haw not fotmd say information which indicates that the system violates any of the Wore miteria as defined in 310 CMH 15.M Amy bilms criteria not evahrated are indicated below. B] SYSTEM CONDITIONALLY PASSES: One or more system components used to be replaced,or repaired. The system,upon completion of the replseement or npwz,passes Iadiette yes,no,or not determined(Y.N,or ND). Describe basis of detersomation in all msrsaces. If"not determined",otplain why not) Tba septic tank is metal,crocksd.structurally imsoond.shows substantial infiltration or ecMtsation,.or tank foams is The system will pass inspection if the casting septic tank is replaced with a Pmdormiag septic tank as approved by the Board of Health. (revised 11,13/95) 1 ' one Whiter Street a Sasaki,Massachusetts 02108 a FAX(617)556-1049 a Telephone(617)202-5500 Pnaad an Recycled Paper 1 . .. , .; ,..�� . - :.. ---- - -- _ _ �� ... . . =•�:gip. ' - SUBSURFACE SEWAGE DISPOSAL•SYSTEM INSPEL"TION FOAM PART A - CEBTIFICATION(continued) -- ' Pzowty Add. 260 Plum St, West Barnstable:*,'. owner. Prudential Asset Recovery": - . . Da"ethupw .law 3/10/97 & 3/14/97 & 3/26/97. sl [SYffIZ Co ND rrI0 NALLY PASSES(aaatiawd) ' - age bwJmp or breakout or high static water level observed is the dinugntboa box is en or due to a broken,settled trib or uneven distribution box. The system wsII pan or obstructed the B abate B a oar Ian) Health). rasps (with approval d of broken pipes)are replaced ' obatrnction is removed distribution.box is levelled Te system Pig more than a year dw to bavben or obstructed pipe(s). The sysem will' pets iaspsetioa if(wit$approval of the of Health): pipes)are replaced obstruction is removed C1 FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: ' Conditions exist which regmiz fiu they evaluation by the Board of Health in order to if the system is furling to protect the Public health,safety and the environment. ' 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES T THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND THE ENVIRONMENT: _ Cesspool or privy is within 50 feet of a surface Cesspool or privy is within 50 feet of a bo vegetated wetland or a salt marsh. ' 2) SYSTEM WILL FAIL UNLESS THE BO OF HEALTH (AND PUBLIC WATER SUPPLIEI,IF APPROPRIATE) DETERMIM THAT THE FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRO Tbs system a septic tank and sort absorption system and is within 100 feet to a surface water or saFP19 trsbuta:y to a surface supply. system ban a septic tank and soul absorption system and is within a Zone_I of a public water supply weII. system has a septic tank and soul absorption system and is within 50 feet of a private water supply welL The system has a septic tank and soul absorption system and is less than 100 feet but 50 feet or more ft om a private water supply well,unless a well water analysis for eoliform bacteria and volatile orgamie oompoaads indicates brat the wan is fM from Poltihaa from that facility and the presence of ammonia nitrogea and nitrate nitrogen a equal to or Use than 5 ppm S) OTHER (revised 11/03/95) g i:Lav • .. - ..Fib SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A 1 CERTIFICATION(oontinued) Property Address 260 Plum St. , West Barnstable 1 Owns- prudential Asset Recovery : Dat'of Inspeotiao: 3/10/97 & 3114/97 & 3/26/97 DI SYSTEM FABS: 1 I has determined that the system violates one or more of the fcUawkng failure criteria as defined in 310 CMS 15 basis far this determination is weati5ed below. The Board of Health should be contacted to determins what will be to ccerce!the failure. 1 Backup of sewage into bacilitY or system component due to an overloaded or clogged SAS oasepooL Dbeharge or pending of effiusat to the surface of the pound or surface waters to an overloaded or clogged SAS or 1 cesspool. - static liquid level in the distribution box above outlet invert due overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6'below invert or Is volume is less than L2 day flow. Required pumping more than 4 times in the year NOT due to clogged or obstructed pipe(:). Number of times pumped 1 _ Any portion of the Sort Absorptio ystem,cesspool or privy is below the high groundwater elevation. Any portion of a privy is within 100 feet of a surface water supply or tributary to a surface water supply. ' _ Any portion of cesspool or privy is within a Zone I of a public well. Any of a cesspool or privy is within 50 feet of a private water supply well. 1 Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a w with no accept wIs ater quality analysis. If the well has be private water�F� ell analyzed to be acceptable,astaeh copy of wall water analysis for aoliform bacteria,volatile organic compounds,s.�.,,i nitrogen and nitrate nitrogen. L7 LARGE SYSTEM FAILS: 1 Tha fallowing criteria apply to large systems in addition to the criteria - The gstam serves a facriity with a design flow of 10,000 gpd or (Large System)and the system is a Agnificant threat to pubic - 1 hsakih and safety and the environment because one or the following conditions east: the system is within 400 feet of a drinking water supply the system is within 200 of a tributary to a surface drinking water supply the system is in a nitrogen sensitive area Qbterim Wellhead Protection Area(IWPA)or a mapped Zone II of a public NEW MOD ' The owner or of any such system shall bring the system and facility into!till compliance with the groundwater treatnuft pram 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for ltrrthar information-, (revised 11/03/95) 3 i i ' SUB-SURFACE SEWAGE DISPOSAL-SYSTEM ViSPEMON FORM ' PART B . CHECKLIST Psupaq Adarew 260 Pluri St. , Jest Barnstable Prudential Asset Recovery D&W of Nismadam 3/10/97 & 3/14/97 & 3/26/97 ' Ch0Ck if the fol>owi g have been dome: _ XP=q mg=&rmatm was requested of the owner occupant,and Board of Health. & Sewer Dept. ' No record Of.Puriping. Names of the system Components have been pumped for at least two weeks. Large whmres of water have not been introduced into the system recently or as part of this inspection. ' (Residence has been vacant for +12 months x As built plans have been obtained and examined Installers Card attached The fanlh7 or dwelling was inspected for signs of sewage back-up. 1jOne found. ' The system does not receive nan-sanitary or industrial waste flow The site was inspected for signs of breakout. None found. ' k All system components,exe-uding the Soil Absorption System,have been located on the site. The septic tank manholes west uncovered,opened,and the interior of the septic tank was inspected for condition of baffles or ' tees,material of eamstruetiaa,dimensions,depth of liquid,depth of aiudge,depth.of scum. YThe size and location of the Sort Absorption System on the site has been determined based as or appsa®ated by noes inansive methods. S information 1 _The,�m�s� )were provided with iaformatioa on the proper maiatenaace of 5d& Surt(revised 11/03/95) 4 SU89URFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C ... ' SYSTEM INFORMATION Propwq Ad&,= .260 Plum St. , west Barnstable owae:: . Prudential Asset Recovery tDaU of Inspend 3/10/97 & 3/14/97 & 3/26/97 FLOW CONDITIONS RBEIDffiH'IZAL• , ' Degp flow: 1329 pHcw /day N=bw of _q_ Nambsa of corseat residents: 0 Gasbar grinder(Tes or no): Laundry aoaaeeted to err(yes or no)-Y seasonal tees(7es or no): o water m.tw redincs if available: Not available. Site serviced by -private onsite well, Lasti�.ofoa�opan�.+S� ng 1996 COMMERCM/MUSTRIAI- N/A y Type of.stab)ishms= Design flow day ' Grasse trap P�(Yes Waste Iadostrial Wae Tank present:(yes or no)_ Non discharged to the Title 5 system:(yes or no)_ Water "sdinV6 if available: ' Last date of otCUpaner. OTIi1 m weeeabe) Last date of oecapaa r. GENERAL INFORMATION ' PU31MGr RECORDS and mum of information: ' Sya:.m pompd as part of inspection:(yes or. no) 1 o System should be pupped prior to next If yes,OM=for pumping:oip �P°d` a:Unns Reason occupancy of serviced dwelling. B TYPE OF SYSTEM X Septic taaitldistribttdoa bW=A absorption system sbww a nspool O"rllow cesspool Privy ' shard system(7as or no) (if y.s,attach previous inspection records,if any) Other(aplain) APPRo�LTzAMofalloom May 28/29, 1992 poneats,(date installed if)mown)and source of information: ' Sewage odors detected when arriving at the site:(yes or no)NO (revised 11113/95) 6 a SUBSURFACE SEWAC■E DISPOSAL SYSTEM INSPECTION FORM ' _ .-: PART C SYSTEM INFORMATION(continued) ' p:op"add. 260 Plum St. , .I-Test Barnstable Ovnw. . Prudential. Asset Recovery Date of. 3/10/97 & 3/14/97 & 3/26/97 ' sEMc See. attached Plan and Installers Card ' TANB:_ � Qoests an sits plan) , ' Depth below iR� 1' (cover) lr[ateeiat of aouust:vexion-X aoaerec.mtal F'RP_ot6er(a:plsm) D Sbadga dspth. -. . Disranes 4am top of sbrdgs to bottom of outlet tee or baffle gcom t>, ... i a 4" ' Distance 4+omn top of seam to top of outlet tee or baffie: . Distance bom bottom of scum to bottom of outlet tee or baffle: 6,� Comments: ' (recommendation for pumping, condition of inlet and outlet tees or baffl depth of liquid level in relation to outlet invert,structural integrity, evidence of leakage,etc.) Tank should be pumped tees and raffles in good condition ' GREASE TRAP-_ Comte on site plan) N/A Depth below Vade Usterial of conatrudioa:_oonabte--metal FRP e:plaia) Dimensions: Scum thickneew Distance Avoom tap of scum to top of or baffle: Distnuos$elm bottom of 2===two of nutlet tse or baffle: Cam for ping.condition of mkt and outlet tees or baffies,depth of lignid level in relation to cutlet invat,strvetmsl integrity. evidence of 1 etc.) (revised 11/03/95) 6• SUWU"ACZ SEWAGE DISPOSAL SYSTEM IIVSPF,tTrION FORM PART C SYSTEM INFORMATION(oantiwued) —partyAd&wc 260 Plun St. , [lest Barnstable Owner. Prudential Asset Recovei; te' Da of Inspea iow 3/10/97 & 3/14/97 & 3/26/97 TIGUr OR lxom I(i TANs: _ . N/A . . - QooWs an ate plow) Depth b low ltrzde: Naterial of aoa.trutim—_amxrvft a"— - Da igw i1oi as_llcaaraay - Alum level: cam: (condition of' aoaditiow of alarm and float switches,etc.) t • DISTMUTION sog., See attached Site .Plan and Installers Card (loeate as site plan) Depth of hgmd level above outlet=vait: 0 Cwmaatr (vote if level and diaeributiuw is equal.midance of solids carryover,wWeaoa of UakW into or out of bee,ate.) Liquid level even.-NAth all outlet inverts; no sign of solids carry overlevel and in good condition; +2 1 / ' hPiovT b a(iP PUMP cgAMssR_ N/A . (]cent.an ate plea) Pumps in working an1w..loves or no) (mote a mdwon of Pump .condition of pumps sad appiwtanaaaes,ate.) 1 (revised 11/03/95) 7 SUBSURFACE SEWAOE DISPOSAL SYSTEM INSPECTION FORM ' -.:.. ::.. PART C SYSTEM INFORMATION(continued) Plo ertT Ad&em 260 Plun St. , West'Barnstable owner. Prudential Asset Recove�,r Date OfIaspeotiow - 3/10/97 & 3/14/97 & 3/26/97 SOIL A RSOMM ION SYSTEM(SASk= _ Qoaate am site plsa,it Pon&*sx=mdon not iequked,bat may be&Maximmied by=.i=,wjm nsthods) _: -- See attached.plan and installers card If not determined to be preaeat, ; Type: ice.msmber:_3 ' - �chambers.number: - - )..chasg trenches,mamber,]aogeh. _ ' &Wx camber,di emions overflow cesspool,amber eo . ' nn �noa adition of soil.sign of hydraulic failure,level of tioa pondiag;mndi of vegetation,etc.)GS Pr i n i l o f }; Tc nnra. n � CESSPOOL&_ N/A Number and configuration: Depth of sebda Ito Wet invert Depth of sew LyQ: Dimmaoas of o.eePool X00601-Of Indicatiam at pumdwaser; iaflow(eeeepool " •pmaped as pert of inspeetioa) (note condition of mg.agas of hydraulic fasZme,level of poadmg;.coadition of vegetaticm,@tc.) PSIV7G N/A _ Qoe:te a�cite pLa) ' Depth at Bide __ � D° _..• .._._ _._._. ' caomamtc(note at Baal,dgas of 1pdrsal;t ,leval G(pondinm aomditioa von.etc.) (revised 11/03/95) 8 . • SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(oonanued) Prop"AddI 260 plur-l' St. West Barnstable Prudential Asset Recovery Da"at lmpwdAo-- 3/10/97 & 3/14/97 & 3/26/97 SKRT=OF SWAM DISPOSAL SYSTEI melude d"tO U lamift two parmauent zefumm,12"f1m.rks or b=ehln r kcas as wwu wkwa 100. ', "S ATTP IED DESIGN pj�,1j By BA TER & NYE, REV, TBROUGil 1/16/92' AND ATTACBEb INSTALLERS CARD FOR PMETTIT #92-72 By D,.. AijApD CONSTRUCTION. ALSO, SEE =01 M, F 100?, PLA1vS TO SHOW 2,0014 DZSjGjTATTOjTS. DW=TO GROUNDWATM Depth to V I met uw- 121 =gawdie&wrmiw d or appludnadm-.. Comparison of TP an nd surfarp water information on* design plan witb bj Eh water Tpvel fOr GnrrPti- '-.q Pnn(i cilir-;nr, F,;.i 1 1 C)qr, wnicri saw record hjo. t elevations. (revised 11/03/95) 9 26r, TOWN OF BARNSTABLE LOCATION_ 1J / 2 3 . F 0/' cj-r SEWAGE # q�- 7S - VILLAGE A � ASSESSOR'S MAP & LOT 19(p-a 'd37 iINSTALLER'S NAME & PHONE NO. I gG 37 36 SEPTIC TANK CAPACITY q 1 LEACHING FACILITY:(type) (S ) G pars 3) 1 NO. OF BEDROOMS T/ PRIVAT WEL R PUBLIC WATER BUILDER., OWNER 444 C�i��/�/� V-1A (� 1 DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED:__ VARIANCE GRANTED: YesEl No�uZ/�iv�fD� 160 � Q Q 0�4 � l 1 -t p � / L o��5 /✓i P �'v -CPQ . �FtEfF L ABC-, FZCR~ 'D�,vEwa`� t LS:000 I/czr r ' - Bo /Vf/l/rF IC ( • '_ � � cc� = G•lo IFS .�{• / \ �/� \ \ \ �� 0.11CFS) S16 I v J Ems` I P r li 1 1 �o ooe loe ' T"� _� _� _ _ _ - - _ 1 - - - - - - - - -- - - - - r I SDI _ • j ---- =- �'/=,-.7GG�-- ��G6--of ✓r�..ET�+T��j --T CP ✓tLET}t T�� faVc i/mod,cJ+, i I 1 _ �E EA-r P N >. Po cam! fl INo Vt5FOSAL� . • V�� • 25 cep G� TQ�.kL -- - SiDeWALL_ . ate- • 34C� �a� 3�1FT G/ Fa s� S A�� ���r Z0 r �'�► 'i _rc7AL. 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Vael utlt•rl ret ,. r1 t � sr� Iw rra•s. ]oce. �Q 4 `J FAMLT•�!'L �-rwt.I�toJl IC o =_ -�'•"'• — EATING AREA \ a 'Y " tors aotao i r ao � r•.i - _ •C4Q1� �� it I�/� Ir ,i C p�� S I GARAGE __xcc• ]vt •• ]oco r..► ]oce ...��. , Y i� �b V S �_� racf o.;-- -.•.+^ -- a I BATH 4 � y YY to rtWiK t; r �. ♦ • Lr.--- - - - - I ATaa .. ST ; �Sf 7T1 A((s Yea: j n g POWDER RM. PLAN _ OiW 1 r•yr LN1fIG RM. GUEy! i IuL�: VNNG RM. 1°i --•-�! .a r mac RM. ii GUEST RM. --"—M (\ t•-- 1. � vim. E li' tra j e I SIUK +• Ir�NK�t• © .-.-1 F -�"� I l i IQ 4 1 awn -7 I�J.CASt►t EIS 1' .w um tre .rL mow \ FOYER 0 aofof� i r aoaan O to-n Y••I a'-n 1/r 1 a-n yr •. v c�a.� •'� a+' •' r-n r•a• r-t• Z• tl4 N 4 RIO I � Z I r ! FIR5T FLOOR PLAN 'a I .L...Y.'.to J W u CO 1 p Fa In 1 WADE wmOW 501EDlxE EXTERIOR DOOR SCHEDULE �I:m maraf 1 .r eeatf ]-]•.a'-11• !e][O O[Q tL+rof tW ea tG Q CL t. 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J L Jj L J L I 1 1 ral D 11 � .e•�r I r-1 r-'1" ' ea• so •'o re �e sa• r-s •..r Iro se .•.a, 1 I 1 � /11115 Yu�p01 M.III .— I • II ✓ ` la II I �.•w•41•rt Illr.r ' 1 1 1 I r r•o•..ra a r••r ' tv" to z f4mcm. 1 1 1 LL a r•• tall9.00 1 1 y, reasm/east 8 i •tom se t•o ra, r.a. p Ind �j m ReSFMENT/FOUNDATION PLAN =O 3 yQ1 1••<r AS rill rr6 VIM" 1 Q _mN nee' /J N ..O' it'4 T-3 VY t'4K 3'-r W' Vf.- if4 Lr .'•3 Vr Y'e .'.0 M1 7r r�vY n K.0 vl s'-o v"4• r-..K t•yr i .-e K BAT" a-e v.- s , TM BEDR .y...iatc n(J n BEDROOM t, MASTER BEDROOM 01, BATH BAT"'-A .�. s -- -- !S MALL ....ea.er- .e. :`�.° .• S i$ 3. �. v.e trn WALK-N N W S1411c, CLOSETBEDROOM 4BEDROBEDROOMp N--T : ; ® Y BELOW —L €€ i t W, Y-r K f-w lT -b"r IVi .'y W .'-O Y Y VrTj .V YI is-* Y t'-1yr lwi VY � Q J W • OC Q 1 O F- un -ULOND FLOOR PLAN W ozc. j m 0 • I om worm Tfy. Q =�P J. 4:; iqonn I .., re r��e r•o s�a - 1O I n_n n„n • �y cc re..eras r.a .car ILI 1-1 IJ�I ILI:IIJI�I . ►rr u!a.racer _-_ c rTAA..e:r�'o to terra LOFT B OM �� it WALK—N r►►e to sort.rwi rota .r �'CLOSET IOOM ----- SET ..a I ® ' STORAGE _"" •t rsme►ar s UMa.r.t 7i I.v�� MALL i S Y s S .•a a �' i r ItNFiA/ Sbyr-ti j I u' u.► i � I f I bier 14 TT/ 10 SPA'0 N mI j zi ;I10 P BATH r STORAGE i e yr err a V ac a O ►- z ATTIC FLOOR PLAN W N 06 Inc a••(• A7yq . . . Date Work Done Contractor Septic systems are individual wastewater treatment systems that use the soil to treat small waste- water flows,usually from individual homes. They are typically used in rural or large lot settings where centralized.wastewater treatment is impractical. _ There are many types of septic systems in use today. While all septic systems are individuallyYOUR designed for each site, most septic systems are based on the same principles. SEPTIC A Conventional Septic System SYSTEM =_ :ice • . " A videotape version of this brochure,also -- -- entitled "Your Septic System: A Guide for - Homeowners,"is available through the EPA Small Flows Clearinghouse.Call 1-800-624 8301. 0 o For more information about maintenance or inspection of your septic system, contact your local board of health or the Department _ ,. of Environmental Protection: pn- Central Regional Office: } (508) 792-7650 `^, Northeast Regional Office: A septic system consists of aseptic After the partially treated wastewater (617) 932-7600 r tank, a distribution box and a drainfield, all Regional Office leaves the tank, it flows into a distribution Southeast R �� .`l connected by pipes,called conveyance lines. box, which separates this flow evenly into a (508) 9egiona 0 Your septic system treats your household network of drafnfield trenches. Drainage holes at the bottom of each line allow the was- Western Regional Office: wastewaterby temporarily holding itin the septic tewater to drain into gravel trenches for tempo- (413) 784-1100 tank where heavy solids and lighter scum are rary storage. This effluent then slowly seeps allowed to separate from the wastewater. This into the subsurface soil where it is further Boston Office: separation process is known as primary treat- (617) 292-5673 treated and purified(secondary treatment). ment. The solids stored in the tank are decom- Published 1990 by the Northern Virginia Planning District A properly functioning septic system does not commission with assistance from Virginia posed ter scum, and l professional sioved,along with Pollute the groundwater. National small Plows Clearinghouse, nd the Northern Virginia the lighter scum, by a professional Sept1C'tank Health Departments. Reprinted 1994 by the Division of Water pumper. . Pollution Control of the Massachusetts Department of Environ- mentalProtection. � Ca-x-,ir-ItNEALTI+;F iMASSACHUIE',3 Printad an Rncyclad Papw C_FIARTME`IT OF Eivi;=Jtl?AEiI'AL f Pr�7:C:-:,;;: Tips to Avoid Trouble accumulated solids in the bottom of • be very expensive to repair, • DON'T allow anyone to drive or park The accumu DO have your tank pumped out and the septic tank should be pumped out every • and,put thousands of water supply users system inspected every 3 to 5 years by over any part of the system. The area three to five years to prolong the life of your at risk if you live in a public water supply a licensed septic contractor(listed in the over the drainfield should be left undis- system. Septic systems must be main- watershed and fail to maintain.your sys- yellow pages). turbed with only a mowed grass cover. tained regularly to stay working. tem. Roots from nearby trees or shrubs may clog and damage your drain lines: Neglect or abuse of your septic system Be alert to these warning signs of a failing DO keep a record of pumping, inspec- can cause it to fail. Failing septic systems system: tions, and other maintenance. Use the can I • sewage surfacing over the drainfield back page of this brochure to record DON'T make or allow repairs to your (especially after storms), maintenance dates. septic system without obtaining the re- (espec • cause a serious health threat to your quired health department permit. Use family and neighbors, • sewage back-ups in the house, professional licensed septic contractors DO practice water conservation. Re- when needed. • degrade the environment, especially • lush, green growth over the drainfield,. pair dripping faucets and leaking toilets, lakes, streams and groundwater, . slow draining toilets or drains, run washing machines and dishwashers only when full, avoid long showers, and DON'T use commercial septic tank • reduce the value of your property, sewage odors. use water-saving features in faucets, additives. These products usually do not shower heads and toilets. help and some may hurt your system in the long run. DO learn the location of your septic DON'T use your toilet as a trash can system and drainfield. Keep a sketch of b dumping nonde radables down our it handy for service visits. If your system toilet or drains. Also, don't poison your :.:...:::::..:...:..:....:: :: - has a flow diversion valve learn its oca fnspedlon:lF4mP'.Out):Focts.. '....... .....:.....:.. •.............:.:... .: :. tion, and turn it once a year. Flow septic system and the groundwater y diverters can add many years to the life pouring harmful chemicals down the Tee of your system. drain. They can kill the beneficial bacte- ria that treat.your wastewater. Keep the �► , , . ; mum {� u� * � Pq4 s' outlet:Treated Wastewater following materials out of your septic 7fi� s Fa � �q a.-r- kt Goes to Distribution Box e DO divert roof drains and surface water system: Inlet:Sewage ! .. �€ m and Drain Field Enters from House , from driveways and hillsides away from the septic stem. Keep sump Pumps x way _ p Y Y wastewater x `""4.^-� and house footing drains away from the septic system as well. rd e, disposab lastics, etc. s� • DO take leftover hazardous household chemicals to your approved hazardous waste collection centerfor disposal. Use ine, 01, bleach, disinfectants. and drain and toi- thinner, pests let bowl cleaners sparingly and in accor- dance with product labels. SITE PLAN REVIEW FOR OFFICE USE ONLY DATE RECEIVED APPLICATION SITE PLAN ## ACTION DATE OF ACTION LOCATION Legal Description: 260 Plum Street W. Barnstable Planning Board Subdivision Number: Assessors Map and Parcel Number: 196/37 and 38 Property Address : 260 Plum Street W. Barnstable OWNER r APPLICANT Name : King, Clifton Name : Austin, Stephen Address : 260 Plum Street Address : 12 Quail Road W. Barnstable Osterville, MA Phone : Phone : 759-5454 DEVELOPER CONTRACTOR Name : n/a Name : n/a Address : Address : Phone Phone : ENGINEER AGENT Name : Baxter and Nye, Inc . Michael D. Ford,Esq. Address : 812 Main Street MYCOCK, KILROY, GREEN & FORD Osterville, MA 02655 Box 960 Hyannis, MA 02601 Phone : 428-9131 Phone : 508-771-5070 STORAGE TANKS UTILITIES ZONING CLASSIFICATION Existing Sewer Zoning District : RF/OKH Size Public Flood Hazard Above ground Private X Groundwater Overlay AP Underground Fire Dist Contents : Water Lot Area : 2 . 25 Acres Public Private X BUILDINGS PARKING CURB CUTS Electrical Existing: single family dwelling Req. 11 Exist. Gas : Proposed: 0 Prov. Prop. Natural Demolition 0 On site To close : Propane TOTAL FLOOR AREA Off site Total : Residential : 8, 000 sq. ft Office : Medical office : Commercial : Restaurant : Retail : Storage : IN HISTORICAL DISTRICT YES IN AREA OF CRITICAL CONCERN NO PROJECT WITHIN 100' of WETLAND RESOURCE AREA: NO Zoning District : RF Old Kings Highway District YES Listed in National and or State Register of Historic Places : NO Perimeter set Backs : in excess of required Lot coverage : n/a Type of use : single family dwelling with assisted living help for up to 9 clients . Flood Plain Zone : n/a Elevation: is above 60, Number of Floors : 2 1/2 floors Floor Area: approximately 8 , 000 sq. ft Parking Requirements : Required: Building Commissioner determined 11 spaces are required. There are 6 covered spaces on site and parking area for remaining cars provided for as per plans submitted. Provided: 11 r Handicapped Spaces : Are there accessory buildings : there is a detached 24 , by 36 , garage with a storage loft . Floor area of accessory buildings : 864 sq. ft PLEASE PROVIDE A BRIEF, NARRATIVE DESCRIPTION OF YOUR PROPOSED PROJECT: The applicants wish to establish an assisted living facility in this house for a maximum of 9 people . Zoning relief is required and a Special Permit and Variance petition will be filed at the Board of Appeals for the November 2 , 1994 hearing date . I ASSERT THAT I HAVE COMPLETED (OR CAUSED TO BE COMPLETED) THIS PAGE, THE SITE PLAN REVIEW APPLICATION AND THE CHECKLIST ON THE BACK OF THE APPLICATION AND THAT, TO THE BEV OF MY K4OWLEDGE, THE INFORMATION SUBMITTED HERE IS TRUE. signature date Aust site . for 1866 Main Street West Barnstable d � :• MA 02668 � 8 � September 27, TO: TOWN OF' .BARNSTABLE LP rd of A ea 1s Building Commissioner r' '> O Licensing, Authori Board of Health Conservation Commission Planning Board Old King's Highway Regional g Prec. 11 Cnclr. Audrey Loughnane SUBJECT : 260 Plum Street, West Barnstable E TO WHOM IT MAY CONCERN: j Some individual residents and taxpayers in the Flum Street, West Barnstable, area have received the enclosed letters, and one was brought to my attention. The subject matter raises a number of serious questions : 1. How did a so-called "residence" of this nearly one-fifth of an acre ever get built in the first place, in an area with no municipal water supply or sewer ::service and located close to a Town Great Fond? Irreversible water pollution potential? 2. riat permits would be required to allow this 1proposed use and „hat government agencies are involved in its licensing and protection of nearby residents should future use changes be con- templated? 3. ghat and the correct figures regarding building size, num- ber of bedrooms and baths, according to occupancy permits and other Town records? There seems to be a discrepancy between paragraph 1 of thVl owners' (.Clifton and Carol Ding) letter and the advertisement of Norton Realtors, i.e. "a nine-room residen- tial home as it currently exists" and "18 rooms, 9 bedrooms 7 1/2 baths. " The latter sounds more like something built as a motel than a private home, and even then exceeds the presently permitted number 1 ber of rooms al lowed 11o��ed for rental. 4. A'hat will be the effect of additional paved parkin; consi- dering the proximity to this fresh water pond? 5 . ''LlthouCD gh all would probably agree with the concept and need for this type facility, does the .location on an unpaved essenti- ally one-track road in an isolated area make any practical sense from a :safety standpoint? b. Ho,:,, raiany baths (toilets ) did original permits .]specify? aery t our-- Helen E. Wirtanen September. 21, 1994 To the Abutters of 260 Plum Street: I am writing to you to introduce myself and my family to you as I am interested in purchasing the King residence. , I have been a Cape Cod resident for over 20 years and my wife Linda and children have been life long residents of the Cape. My wife and I have been involved in emergency medical care and related health care services since 1978 . I also served eight years in the U. S. Coast Guard at the Canal Station and was a call Firefighter for the Sandwich Fire Department for 17 years. My family and I look forward to our move to West Barnstable and offering my services to the West Barnstable Fire Department. We are interested in purchasing the King residence 'for use as a home tor the elderly who require an assisted living environment. The King home provides the type of high quality and elegant environment that we want to provide to our residents. I would anticipate we would be a quiet and non-intrusive neighbor. Our residents would not have any vehicles and the only automobile traffic would be from our use and two extra aides per day to assist us in the activities we will be providing to our residents. An Assisted Living resident home is not a nursing home or retirement home, but a residence in common with its members with the owners of the home helping with daily living. This provides the lonely, and partially or temporarily disabled elderly a place to have a family and friends with a little extra help of everyday living. After a resident needs more care requiring the use of nurses they must move on to a nursing home. We look forward to a favorable response from you so we may proceed with the proper filings and permits. If you have any questions, please call me a': home at 508-428-0288. I look forward to hearing from you. Sincerely, /tee and Linda Austin 4 � i D e a r I am writing to you to inform you that I am in the process of negotiating a sale of my residence at 260 Plum Street to a buyer who intends to use the same as an assisted living home for the elderly in a residential home setting. The dwelling would be used as the site for a nine-room residential home as it currently exists now, staffed by a husband and wife trained in care for the elderly and a daytime program director. The residents would receive al-1 their meals on-site, as it is the intent of the assisted living operation that it be a residential home environment. The Commonwealth of Massachusetts has recognized the great need for assisted living residences and encourages that they be operated in residential settings with support services on-site as opposed to medical or nursing home facilities. As we have discussed this with some of you already, several have mentioned to us how great a concept like this is for our parents now and even ourselves in later years. That alone has given us a great deal of satisfaction in knowing that our home will be of such great personal value in being an example for similar home concepts in the future. No changes to the exterior of the existing structure are planned, as it is the intent that the site remain residential in character, setting and use. The site would undergo some improved landscaping, which would include the provision for some additional parking space only to satisfy zoning requirements . In actuality, there will be less cars and traffic versus a large family with multiple cars . I would appreciate it if you would favor me with any comments you may have with respect to this plan, as it is my intention to keep you, as an abutter, fully informed of the project as it progresses through the permitting process of. the Town ,of Barnstable. May I please hear from you. Sincerely, Clif and Carol King CAPE COD REAL ESTATE - "r t; YARMOUTHPORT tlx •f r VII1AGIi is the home for this OCEANFRONT kt ' wonderful 1950s built 3 lidrm 2 ^t" MINT-CONDITION. Bath Cape. A Center Hallway,X• East S:tridwich. 100 ft.of >t;: Living room w/fireplace, Eat-in private beach offering r. Kitchen,Formal U.R.,13reemwal, views from Plymouth to and Screened porch make this Provincetown are just home a treasure. View the Kati• ]-tart of the beauty of this u!marshes from your front:ard and stroll the quiet nt:-rshside lanes. cottage sited on nearly I 112 acres. From the liv- ing room with fireplace to the 2 nice bedrooms to the beautiful - Village Square Realty, INC endosccl INnrh to take in the views this home offers the perfcct 161 Route 6A Eunily retreat or inv(•stnu•nt opportunity. Nicely priced at Yarmoulltport,Massaiitusetts 02675-0215 215;INx). (508)362-2151 ---- — r TRUE EXECUTIVE _ LIVING. tE4 East Santtwich. 'this diPA'I'(l(:I?r\NVII.\X/ti �t,t.hurt a ilk ho I MUMS snl:t•hing colonial home s m, ca Dennis 13cach & oftctti more than 3,0x) will cfuh from this ctr. ,;4z "` sq. ft. of living space un i hedroom ranch with quality features Ni lat}c Iirehlaccd ftnf nKml,In•shfy decornt•cl througltout. Shed on nearly 3/4 acre accented with lush land ring mom dining scaping and fieldstone walls, there are 3 generous bedrooms K+nt, t'ull bast ntent,over including ntmer suite with sitting room, 2 fidl and 2 half tooth. I' All g:trtgc, :utcictivc lot plus a stunning.unr om overlooking the in-ground t and .ill) irrig:rlion s'SIC nt \ 1 g f, f. f tan)'CLL.U7nt fiat r(-s inside&out.Rcduce(I to$220,5(X), adxuta. $342,500 598 Rte. 6A, E. Sandwich, MA'02537 Dick NeitZ,REALTOR* (508)888-1555 • (800)696-2006 34 No. M'a;n St. So Yarmouth, kx Massachusetts 02664 508-394-3000 -- BARNSTABLE VILLAGE. y Enchanting Antique Federal Colonial - this f' a! stately property is in "Showcase" condition, ; boasting"classic" ,4 rooms with wainscoting, paneling, wood floors, fireplaces 1r and "charm." Exceptional kitchenibathrt ms have all been #,t tiptiatc(I,_1 1 edr -erns, 3 baths. Magnilice 'rota ds high- A..` li W&d itlt herb and � orlowcr gardens. j( Realistically priced rt $39500. ON GARRETTS DECOHA' OILS tit 10W I I()USE POND" { West liamsiabk-Iknvlt i.ight and ]aright throughout, gleaming hardw��lod t country Ian(, set on y Iloors, •i hedrtonts, 2 haths, sitting room, Profit to over two waterfront hack living room, formal (fining room and der�with :101 arets to brick Patin. Lovely grounds, with fbeach sq.,fool home; 18 rooms; 9 bedrooms, 71/2`Baths;Carriage`- rights and views of Kc•Ilcv Pond. Located in the house in addition to:tttached 3inr garage. Lovcly yard with in- hcart of West Itennis, close uo shopping, 5to es anti ground pool over hooking pond. Tndy Slxctactd:tr:uul irn hcach(s. Listed at $24t>,O0(t \ placrthlc al flit•asking price of$725,(Xx). - 3221 Route: 6A, BarnstaMe, MA 02630 (508)362-2120 e (800)321-2120 Exclusive AIIkkn' McDevitt Realtors R,►. NORTON&CO.,REALTORS ►►� -1 IIE Route 134, South Dennis, MA 02260 i T , (1508) 385-8316 ML INTI?RNATIONAI °' ALTY CAPE COD LIFE 163 . lll,,, P � S P � c•� We,the undersigned, are opposed to die trantonning ot..ZGU 1'IUIC lr_e Lto a assisted living center or any other commercial use Ior the following reasons: • road--Plum Street is a one-track road with many curves and poor visibility. Sections contain heavy tree cover and blind curves. It Is one of the last streets to be plowed in the snow. • fire hazard--It is very difficult for fire engines and other emergeny vehicles to maneuver on the narrow road, which is only 9 feet wide is some places. Area is heavily wooded and has no town water. • lraI ic--Plurn Street is a quiet, nrral street which only residents use. Even now, we must pull over for each other and we are "trapped" iftiouleone is having a delivery' or olher service involving large trucks. The proposed facility would greatly increase traffic and noise. • environmental concenis--llle properly is on (iarrelt's Pond. Niue-I I adults--PLUS visitors and workers--would be usiu8 same "Optic gvstenl_ Signature Address l� 23 �, �, l}ll}% �_.�i) l�llll!/ _J,� `Liu• i�C��'l�/�` G' �3 o� 7 L/4,z*4,- CL 71 TA Ci,•r..r. ��(�.U�-� I � I ����.��,r�i '..� ) L..i . ��:ofl,'YV)�(`c.Q>�0 _D �r� vti.�vl �1c,�c it o'�U �i�.l,wn �. w . \ � II' tNc Gtovu w 1 /mac r I vu i .IJ11- DEv�� �ZcF1LE ALaJC PeoFM T� �21/E WQ�/ // / i / / / / // l oc.vs AA AP I ;2.5,000 Year 0 LTD // ( l/� F1r'y -6rv�I�JnGG 'i+'RE Ilni•,�-'� P,•( u/ELLli ':,Lcr-'E cr V��= -•L fi •� -CoEYTIQ6u1" �'� / / \ \/�\ \ \ \ 'QTa M / � J/y \ \ \\\ ♦ G / •COOS r U•10 GF5 F1tG5lg( 2 J \ \ � �. ;IJivb v',E 1 &00 c iL i 6kg Prr/2 CT JF (}invoLcs o+l cFS) \) 2.2B�4c¢df, `) Tn4e S' tl } 6 . l e J+wG ' } ( } 12.94 \ \ 1 ✓Fl67x7-Ea W6T4ru�j Q\�P ITT-S A 6FEA[ Rog ) PD f^I 1] No VI5P6pL- — — ---- Dbll l FLo�J °9'�ilo 10 d 2;cep G V TAUL / \ fEsr I�ooe �� 3 P•3aos - USG-. rf• ::: FG. E7�'�o _ELF LZ EL-L2 0 51DEWAu-.A 1+ -' �. S✓e . 3 u•t 250.7 rw P. LOA- vc. 3A3`\ C l.o: 13'z1 LQD f4S ?, nd r✓ V15T'. rv✓ 3 L DE36+1 Ld l 77 " �00 5•r (t77\LDPI� PAU 940G"PD vtiL 5� s7s 64� ce l'IA A L�xu1 1 r Pn s g OF' a• o }wA�Hm eta ,I PLA,4 Gf L KID L• 3 A IZ N 5 TA6 (w-sr) MASS EO So a l6 U/AT'FR-- P-01Z �'IM17.5 P.tn GLIF-TaF,J IUI�IG i —_ /GALS I - 40 II.I I`lI -Ca/ELDp•D P2cR(L- AlDti1� PQOFO�L� SEPTIC" SYST�N ,,.A r 9�E INL Esv L:C-1/,,-&EEL I , W � DLUBL-o- 51-b'" 11eaECO Y I CEt5 oeu fiA 3 54Bkx �'EIiUIR�ut�JTS DF tNE TaW>a of DAVWMb1 \ pt17 IS 111 11oT 6eAT» WItMI}JTNE Fi•� p„AIt1 ;-�`— 11u An M- // /� �pTE 12-II-9� (&LISTD LAIm U2veyo>Z f3 C4 . 3� i 1866 Main Street W P—_West Barnsta6fe,-MA 02668 4 P $F ,i c.7 �J ,..,..... � Z7 l _. �' �_- \ i �� � ' �� �j,�. ,.- � . ... O2a TOWN OF BARNSTABLE LOCATION G�r 2I� �J� SEWAGE # VILLAGE 4, 30Nj ASSESSOR'S MAP & LOT /9�p-a�8`o3'7 INSTALLER'S NAME & PHONE NO. '16F `, 37 R. RUIA doln SEPTIC TANK CAPACITY 2S'dd (541- 2 g LEACHING FACILITY:(type) P—if5 (size) �s NO. OF BEDROOMS / PRIVAT WEL R PUBLIC WATER BUILDER OR OWNER 44it C /NCo DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: y—- VARIANCE GRANTED: Yes I�� ��.�o 0 / $ .� a� '= � - �. i � v l -�� ��/r /_ ., �. �v � �'i_� , ' st` .�c ,•ice'= P�F� i• No....l... `1 Fss......,l�l��........... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliratinn for Dispnnal Workii Tun.itrur#inn Frrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ................ �f.... /3..-----. ... .... 1 � ............................................................-. Loc t no.Address or o. w Ow N A r s ` } Installer Address U Type of ilding Size Lot__,2&_O2.P AKtq. feet Dwelling—No. of Bedrooms........ ................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures .. --•----•--•-•----..._.....---•----•--•--------••----------------------------- w Design Flow............... .../1V.....gallons per person per day. Total daily flow............ ................_----gallons. WSeptic Tank—Liquid capacityOX..gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No.......... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ p14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ---•---•--•-•---•-•••••-----................................................................................................................................ 0 Description of Soil...............................................................................-_-----------------•----------------------------------------•--------........----.--- x U ---•-•-•-----•-----.....•------------------•--•---....---------------•--......--------------------•--------•-------------•-----------------•----•--------•----•---------------------.....-------------- w -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... -•-----------•--------------•---------•-----------------•--••------------•-----•----•----...........--•------•-•--•-----•---•---------------------------•••--•---•--.......---••---•....---.........---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance been issued the board of ��allt�th---. _ Signed ---------------- ---- 1 G ....... --- . --------s- Dace Application Approved By .............. ... - ------------- -------------------------------------------------------------- ----?, - Dace Application Disapproved for the following reasons: .. . ........ ................... .......... ............................................................................ --- -------- ------------------- -- --- ----------------------------------- ------ -------- ---------------------------------------------------------------------------------------------- -------------------------------------- Dace Permit No. .--.��. Issued �.�...q Dace No.....!.. � FE .......................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Disposal Works Tonstrurtion thrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ...:............ o .... :��:--- ---.. ------------...---------- � / Loca'onr Address or Nor........ ..... Ow 4- me Ad. Installer a Address tire_ Type of Building Size Lot._.P..�f� !"1..�'s P-�_. q. feet �-t Dwelling—No. of Bedrooms.........._................._---------------Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building No. of persons____________________________ Showers ( ) — Cafeteria ( ) d Other fi / Gv�tO.c,-- /lv qq w Design Flow___________________________________________gallons per person per day. Total daily flow............_l__��_..................gallons. WSeptic Tank—Liquid capacity_Agallons Length................ Width................ Diameter................ Depth.................. x Disposal Trench—. Width.................... Total Lengthl_:�f___-'___:__ Total leaching area--------------------sq. ft. Seepage Pit No........................__._. Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) ~' Percolation Test Results Performed by.....................................................•_--.____. ' a --..._..... Date........................................ Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water----------_............. G74 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ----•-••-----------------------------•----------------•-••••-••----•-----•...__....••-------.-....-.......................................................... 0 Description of Soil......................................................................................................................................................................... x u •-•--------•---•-•-•-------•-•----•-----...-•---•----•------•---•------•-----••---•---•--------------•---••--•-•--•----•••--•--------•-•---•-----•-•-•--------••--•-•-------•----•---.....•-•----------- w UNature of Repairs or Alterations—Answer when applicable.___............................................................................................ =--------------------------•------------------------------•------------------------........-------------------------------------...-----------------------------------------------•--•-•--•--•-•-••---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with _ the provisions of TITLE 5 of the State Environmental Code—The undersigned fdi�� th to place thee, system in operation until a Certificate of Compliance Aas been issued by the board mot' S7 z Q Signed -------------------------�.....................------------- .............................. Date- Application Approved By . ----.... ............................................................................. ....... Date ........ Application Disapproved for the following reasons: ....................................................................................................................................... ------------------------- -- ------------------- -- -------- --- q -7 # iV V r Date PermitNo. ..------ -/.-OL-'--./-- ----------------------------- Issued .............................................................�� .�� ------ Date a THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C�Pxfifi a e of Taraylianre THIS IS TO CE FBI', Tha the In_d-vidu'I Sewage Disposal System constructed ( ) or Repaired ( ) by............................................. t� P� . }- t"Tf( ,,dt / Installer at .......... �� l....... .......- �.�, ---...:...S.T A -1 , 1 has been installed in accordance with the provisions of TITLE�.r� of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ---7 ---- -------- dated ------------------------------------------ -- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. q - DATE---- ------------------ ' cf--'../.........----------------- --------- Inspector ......... -...' ............:.............. ------ ......................... THE COMMONWEALTH OF MASSACHUSETTS , BOARD OF HEALTH TOWN OF BARNSTABLE No(.. ..�.°2...... FE . a�',?........ Disposa orks 05o ion stunt per, Permissio is hereby granted �l G Z(r to Construct or Repair ( ) Individual Sewage Dispos System �A at No.- ----C 7 - �a�- SCE'. ...... u ---- Street �� as shown on the application for Disposal Works Construction Per N Dated............................................ �+ •----------.'"-----------�-- -----••--�`th -------=------- -•---•-- j �"� /"1 � � �� --•----• Board of IIealth DATE....... •--- ---- ----- FORM 36508 HOBBS Q WARREN,INC.,PUBLISHERS '3 -- ----- ----- �C----------- No.- - Fee--- ---- BOARD OF HEALTH TOWN OF BARNSTABLE ZppficationArlVell Con5tructionPermit Application is hereby made for a permit to Construct ( ), Alt e ( ), or Repair( )an individual Well at: o p(ackr---- f------- -_ '1 lQ' -----------PC-A-------- -�-� — — Location — Address — —— Assessors Map and Parcel — — — — ------------------------—------------------ ------ --------------- O wner Address A Installer riller Address Type of Building Dwelling-- - -------------------------------------------- Other,- Type of Building ----- No. of Persons--------------------------------------------------- r Type of Well- -- p., -- ---—--—---------------- Capacity----------------------- --— - - - -- Purpose of Well' ------ - - Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operationgunt* a Certificate of Compl�nccehas been issued by the Board of Health. Sign --- -1E�-� A.�----------- -- �— f a - - date Application Approved By--_-- - -------------------------- --- - --------- -- date Application Disapproved for the following reasons:---------------------------------—----- - - - -_—_______________________ ——--- - ----- - -- --- - _---- - - -- ----------------------------— - -- ------ ff date TTP— -------------------------------------- Permit No.- - —- - - -- — Issued— - - -- — — date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CERTIFY, T at the Individual Well C structe ( L�/Altered ), or Repai d ) by � ---------- -- - ---------------- Installer at-------------------- =� -------- �---------------------------------------------- - - -- ---------------------- has been installed in accordance with the provisions of the Town of Barnstable Board ojf Healt rivate Well Protection Regulation as described in the application for Well Construction Permit N61V— Dated----------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------------------------- — --- —----------------- Inspector- - -- ------------------------------------------------------------ NO.--�- Fee------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Zpprication-*rVell Cootructionpermit Application is hereby made for a permit to Construct ( ), Al r ( ) or Rep�'r ( )an individual Well at: -- -C _1'�( f� --------------------- , t-�l`� - - - C A---------5v__V -�-�-- Loccaatti'onn — Address Assessors Map and Parcel ------—----------—-----—------------------ ---------------------------------------------------—-------------------—---------- Owner ress_ WY. -----------------------------------------Add ------- —------------------------------- Installer — Driller Address Type of Building ` Dwelling-------------------------------------------------------- Other - Type of Building----------------------------------- No. of Persons-------------------------------------------------------- r Type of Well _!--U� ___ - - - --------- Capacity------------------------------------------ —_-- -- Purpose of Well- ------------ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation uV a Certificate of Compliance has been issued by the Board of Health�/da ,/t Sign t- - ---`� ----- — - - ApplicationApproved By---------------------;-------------------------------------------------------------- ---------- ------------------ date Application Disapproved for the following reasons:-------------------___________________—__________--_—T-------- -------------------------------------------- -------------- -- -.------------------------------------------------------------------------------------------------------- - ------ ------- I ) q �� date Permit No. ,�j- -= —- — -- -- -- Issued------------------------- ------------------------------------- date BOARD'OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CERTIFY, That the Individu 1 Well Cohstructed0( Altered ), or Repai gd (, ) by;`_- %�` � -- rry`- � .�1/�. - `-�=---- ----, ----c�vt ----------------- Installer at—--- ---- - - ------------------ ------------------------------------------------------------------------------------------------ has been installed in accordance with the provisions of the Town of Barnstable Board��°of)Healtb,Private Well Protection Regulation as described in the application for Well Construction Permit No�-t�-ten=5-Dated--------------_------_--- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------------- - ------- Inspector------------------------------------------------------------------------ BOARD OF HEALTH TOWN OF BARNSTABLE Vern cootruction3permit � No. ------- Fee-----�------------ Permission is-hereby granted -k_Q j--[��_i. � --------------------------------------------------------------- to Construu t ( X!. Alter ( ), or Repair ( ) anyIndividual Well at:No. --------gll` 1 — ="------- Q fl - - f �•4r -— -- --- -_� - -------------------------------------- Street as shown on the application for a Well Construction Permit �A P ------------------------------------------------------ Dated - --.-- ;" -71� - No.- - �: -------------- Board of Health DATE------------- -------------------- 3 y _ LEGEND Q N ——18 —— EXISTING CONTOUR RO�te ---- t� x 16.82 EXISTING SPOT GRADE Church St �4 J Q EXISTING WELL G Pk BK __ 42 1 �arretts . ' EXISTING GAS SERVICE 0 x 35g _ P 75 I- = - ---- -- �� . Pond UNDERGOUND WIRES 0- G. -44------ c. —U z - -4E ----- �\ WETLAND SYMBOL ; -- CFO � Rd�g------------- Q� TEST PIT - -_ --_ BENCHMARK 4° Gponds \ --,- --- LOCUS a - - :; /-�� ------ --- \ ��+J GENERAL NOTES: LOCUoS MAP �`\ T T SCALE ' - (LOTS 2 & 3) ' ` 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL �6 �' '�� PN 196-037 `� BOARD OF HEALTH AND THE DESIGN ENGINEER. " ``\`— =;` `�� — 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 99;571 S.F.t OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 2.28 Ac.t LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: —310 CMR 15.405(1)(b): 41� _ _ 1) A 3' variance to the 3' maximum cover requirement, for 6' of max. cover. S.A.S. shall be H-20 and vented. POOL & rgg '. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR PA TO AREA \ \ .; TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING GARAG FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 11 1 1 11 ( PAt/EQ ENGINEER BEFORE CONSTRUCTION CONTINUES. Df?IVEWAY; O \``� 5. ALL ELEVATIONS BASED ON ASSUMED DATUM (APPROX. GIS DATUM). 1 1 1 _ EXISTING DECK `ip� �tp \ 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 1 y a \ \ \ \ \I THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF -HOUSE(#260) HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED' FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE Cr) 1 I I '' �c`1l i �n? �v\ DIRECTED BY THE APPROVING AUTHORITIES. 10, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY o ; �� \ � THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CO II EXIST. -- ��. '�, CONSTRUCTION. NK TA :' -- ```�\ 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS ---- ------ t",Q�` �8 i IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND —v' ```�0 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). \� -------- ____ _— \ 2 I 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE o R p - L=20 56 Old I ; I bouldei i --- - - INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. p ;' 0.;. ® ! % D� R=211.46 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND Bog - 1�% IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. N road Q SEE SHEET 2 G F 20 SCALE C-60 01 R�2CO Mq PROPOSED SEPTIC SYSTEM UPGRADE PLAN PETER T. 260 PLUM STREET, WEST BARNSTABLE, MA McENTEE CIVIL "' Prepared for: Kenneth Megnia, 260 Plum St., W. Barnstable, MA 02668 2.5-:31 �p--- -- No. 35109 � REG/SjE��� �� Engineering by: SCALE DRAWN JOB. N0. 58 FFSS Engineering Works, Inc. 1"=40� P.T.M. 262-11 12 West Crossfield Rood, Forestdale, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 12/15/11 P.T.M. 1 Of 3 57.58 arrett5 \ ' . v& ti Pond �'L. � + 55,0,£ 57:59-. .: `\\ '\.•` �2: ` ��\\\ �\\ ` \\\ ♦`�� �Oc ��s, ' POOL & `� \` `� \ ��' /, ry �, // �: ., 1►. ( PATIO AREA ` \\\ \ \o+ 55,09rr • 58,1:1 . • \\ \\\ \\\ \\ \\\\\\\\\\\\ 6)\\\ GARAGE PA I/ED 58,1.3 • // \\ \ \\ �`� \\ �\ \\\ \ / \ DRI VEWA Y-'. CO DECK \ / o; �'• \ \\ `\ \\ ch' I 0 1'`.) x 56,64 �Il ., .. ., .. .. . r EXISTING 58.43 \ \ `..... . �. 57, x HOUSE(#260) 58,33 T.O.F.-59.Of x 5826 j I I + 57.68 SPIKE \\ � � � ��� • 1'ii /'-�\\` \\\ '• \\\ \\\ \\\ `\ 58.8 58.01cn �, r• / \ \ \ \\ I I I r I C 0 0Cb q i is ,/ --I O ✓r �d/ \\ \\. \ \\ \\ j I '. '�/S� �0' . II • I ,� 58,2 + 59:C(1 (� 4,01 I . ..: 57,9,11 58,43 �o i `\ m o-I \ \ r O cfGT ` \ \ \ r �g — I ♦ 64,10 ` \ \ ' � Benchmark Set ♦ '`� �e EXISTING LEACHi PITS r \ \ I (FROM RECORD A, -BUILT) r 8�58 OUTSIDE COR. BOTT. STEP �• TO BE PUMPED, BILLED WITH SAND ' ` I 1 I L1- x I / -�c)6-- EL.=58.81 Assumed datum)1 AND ABANDONED OR REMOVED � `- 1- t-�--� +"I" 60,44 / `\ ob I I j I (SEE, ALSO, NbTE 11) I_I I I �I I i - // �,' ----- + 64,30 _-- ___-- I r .. boulder 1 I I I -t r"► �,,� . 203 56 l I I x 57,41 Cal 1-�D 1 60,71 L= Q� 9 r I I r p O I I Kv 11 IN 4� ,// z 1.46� G r T 1 L-1 L �' V ti j5 m So �R o PETER T. TOTS 2 & 3) I I I I I 1•'1 .1 ,/ x 62�9 p.�1_ -i / V McENTEE .'..;. —I CIVIL "' r r r r o API 196�037 T I 1._r _r,_I -� j \ ��c - ���' EXISTING 2500 GALLON No. 35109 i l r r r o r 99,571 S.F.f . :. ':, 5. :. 89-�-t 59,4 I I `�, ` EPTIC TANK p (TO REMAIN) / 2.28 Ac.f - : -- 1 LJ �i1 L VENT FFS N 59.82 / \ TOP OF TANK=57.3f S � /� x 28 25.5 61.3 g1 \\ \\- INV,(OUT)=55.8f 12�15 / r 58.41 j 0,Y�9 ' LEGEND " ^`6 '` �61�61,28+ , - PROPOSED SEPTIC SYSTEM UPGRADE PLAN 58.39 -1g -- EXISTING CONTOUR - j - -� _ UP 61.32 �� 260 PLUM STREET, WEST BARNSTABLE, MA X - ., . x 16.82 EXISTING SPOT GRADE x 58,07' ' ' ' ' ' ' ��' , �� • m ood ` Prepared for: Kenneth Megnia, 260 Plum St., W. Barnstable, MA 02668 —G EXISTING GAS SERVICE r ,� , D \g6 ,� f gro 5 Engineering by: SCALE DRAWN JOB. NO. —U UNDERGOUND WIRES Qy -< �� 05 + 61,6 e o 1"=20' P.T.M. 262-11 X 6�,41------- ADO•A� ��89 ed9 v Engineering Works, Inc. TEST PIT ( 62,21 is P� 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. BENCHMARK \ x 63 �' 60 90 , ` (508) 477-5313 12/15/1 1 P.T.M. 2 of 3 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.55.6 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PROPOSED D—BOX PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT CHARCOAL VENT T.O.F. EXISTING F.G. EL.--58.3 (MAX.) F.G. EL: 58.4t F.G. EL:161.6(MAX.) ff MAINTAIN 2% GRADE (MIN.) OVER S.A.S. �n P n� 17.46" 1 L 15' MAX INSPECTION —►IINs�Tt�uTMEDf�— L = 15' ® S=1% (MIN.) ® S=1%((MIN) PORT 6.5, 4"SCH40 PVC 4"SCH40 PVC 10.,1 6" 13" 9„ 14" 10.75" TO EXISTING 48" LIQUID INVERT I _ I LEVEL INVERT T GAS BAFFLE INV.=55.52 PROPOSED INV.=55.35 9 ROWS OF 6 UNITS AT 5.0'/UNIT + 1 COUPLER = 31.2' HEIGHT DOME END INV.=55.80f D—BOX INV.=55.20 SOIL ABSORPTION SYSTEM (PROFILE) POST END EXISTING EXISITNG SEPTIC TANK ESTABLISH VEGETATIVE COVER C33" BACKFILL WITH NATIVE FILL OVER SAND BACKFILL WITH PERC SAND TO 18" ABOVE TOP OF CHAMBERS •%�,•�''•;• `•;.':•'•;� ':J<:. •. ", ,•.•, •?: NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT NOTES: BREAKOUT=TOP TO CHANGE WITHOUT NOTICE, PRODUCT DETAIL MAY 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELEV.=55.63 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=55.20 4640 TRUEMAN BLVD 2) D—BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=54.30— ® HILLIARo, oHIO 43026 Are 36 SIDE PORT COUPLER GRADE ON A MECHANICALLY COMPACTED SIX ADVANCED DRAINAGE SYSTEMS,INC. UNITS MUST BE STAMPED H-20 INCH CRUSHED STONE BASE, AS SPECIFIED IN 4' MIN. ABOVE BOTTOM OF 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. 2.83' SET UNITS ON A 6" 3) INSTALL INLET & OUTLET TEES AS REQUIRED. EFFECTIVE WIDTH=25.5' BED OF PERC SAND 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM OF TP-1, EL=48.7 — EXISTING SUITABLE 63.25" AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL. ESTIMATED HIGH G.W., EL=38.0 MATERIAL USE 9 ROWS OF 6—ADS Arc 36HC UNITS + 1 COUPLER @M- - L - - - SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW & NO STONE 16" TYPICAL SECTION 34 5" N.T.S. DESIGN CRITERIA SOIL LOG DATE: DECEMBER 14, 2011 REF(13,491) TOP VIEW NUMBER OF BEDROOMS: 9 BEDROOMS SOIL EVALUATOR: PETER McENT E P WITNESS: DONALD DESMARAIS R.S. HEALTH AGENT SOIL TEXTURAL CLASS: CLASS 1 -- 60" DESIGN PERCOLATION RATE: 4 MIN/IN ELEV. TP— 1 DEPTH ELEV. TP-2 DEPTH END CAP END CAP 58.7 A 0 58.8 A 0" FRONT VIEW SIDE VIEW DAILY FLOW: 990 G.P.D. SANDY LOAM SANDY LOAM END CAP I DESIGN FLOW: 990 G.P.D. 58.0 10YR 4/2 8" 58.1 10YR 4/2 8„ REAR/TOP VIEW GARBAGE GRINDER: NO B B NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW SANDY LOAM SANDY LOAM TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LEACHING AREA REQUIRED: (990) = 1337.8 S.F. 56.2 10YR 5/8 563 10YR 5/8 30„ DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. C1 30" , 4640 TRUEMAN BLVD 0.74 HILLIARD, OHIO 43026 PERC iIffAw Arc 36HC DETAIL EXISTING SEPTIC TANK: 2500 GALLON CAPACITY 36 /48" ADVANCED DRAINAGE SYSTEMS,INC. UNITS MUST BE STAMPED H-20 PROPOSED D—BOX: 1 INLET, 9 OUTLET (MINIMUM) LOAMY SAND LOAMY SAND 10YR 10YR PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 9 ROWS OF 6-ADS Arc 36HC UNITS + 1 COUPLER WITH NO SEPARATION BETWEEN EACH ROW & NO STONE >20% GRAVEL L >20% GRAVEL 260 PLUM STREET, WEST BARNSTABLE, MA BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Prepared for: Kenneth Megnia, 260 Plum St., W. Barnstable, MA 02668 (Arc 36HC Units) 54 UNITS x 5.0 LF x 4.80 SF/LF = 1296.0 SF 48.7 1 1120" 48.8 1 1120" Engineering by: SCALE DRAWN JOB. NO. (Side Port Coupler)9 COUPLERS x 1 .17 LF x 4.80 SF/LF = 50.5 SF PERC RATE=4 MIN./IN. Engineering Works, Inc. NTS P.T.M. 262-11 TOTAL AREA = 1346.5 SF ESTIMATED GROUNDWATER, IEL.38 (POND ELEVATION) 9 g NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74(1346.5.5 S,F.) = 996.41 G.P.D. 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