Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0333 PARKER ROAD - Health
333 Parker Road W. Barnstable A = 176 020 1 i r TOWN OF BARNSTABLEj LOCATIONS 3 3 ��� k�� /� SEWAGE VILLAGE Wi?S-r SA XAI S'r�9 ASSESSOR'S ! AP & LOT I INSTALLER'S NAME&PHONE NO. :T"P/hA C oAf 16 er r S O Al SEPTIC TANK CAPACITY �•�l,O (.�/1�1/.J Cig/j2 /1 O DC� LEACHING FACILITY: (type; .3= IN rll- A 10 Rs(size) /a /0`` t B 9` , NO.OF BEDROOMS a� BUILDER OR OWNER i s N V COMPLIANCE DATE: PERMITDATE: i Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet .Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by i \ . to A IN N3 o s3 4 {Nod 50.00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS 0(pplication for 30igpogar Opotem Conotruction Permit Application for a Permit to Construct( . )RepairXX )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.3 3 3 Parker Road Owner's Name,Address and Tel.No. West Barnstable,Mass.02668 Gretchen Wagner Feero Assessor's Map/Parcel _ 2 O Installer's Name,Address,and Tei.No. 5 0 8—7 7 5—3 3 3 8 Designer's Name,Address and Tel.No.5 0 8—7 7 5—9 7 0 0 J.P.Macomber & Son Inc. Ronald J. Cadillac Box 66 CEnterville,Mass.02632 P•O.Box 258 W.Y.Mass.02673 Type of Building: DwellingXXX No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil; See plan an Nature of Repairs or Alterations(Answer when applicable)Add i n 1 -1 0 0 0 crallon pump chamber with pump ,on,off light,and alarm floats. ,,'5`j&6 erz.�, 5-High Capacity Infiltrators packed in 4 ' ®MIGION;91110MM MUSTSUPERVISE 39 'X10 ' 1 0"X1 01 /4" Remove impervious soils D'C 11FP RITING Date last inspected: perkablTHEOSYWEM WAS INSTALLED IN STRICT Agreement: ACCORDANCE TO PLAN. 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 E vironmenW Code and not to place the system in operation until a Certifi- cate of Compliance has been isstwd by this ar 'f th. Signed % .n Date 12/1 1 / 1 Application Approved by Date r Application Disapprove for the following reasons Permit No. Date Issued f i A ETT ell Entered in computer: V ✓ T- ;COMMONWEALTH OF�'MASS C U�_.- S 7a"r Yes PUBLIC HEALTH DIVISION -.-TOWN'OF BARNSTABLE., MASSACHUSETTS Zpprication for )0iopogaL*pgtem Construction 3permit Application for a Permit to Construct( . )RepairXX)Upgrade( ,)Abandon( ) ❑Complete System ❑Individual Components Location Addressor Lot No.3 3 3 Parker Road Owner's Name,Address and Tel.No. West Barns`table,mass.0266_8'`f �. -4 Gret. ien :iWagyter Feero Assessor's Map/Parcel 02© - Installer's Name,Address,and Tel.No. 5 0 8—7 7 5_3 3 3 9�'' Designer's Name,Address and Tel.No.5 0 8—7 7 5—9 7 0 0 J.P.Macomber & Son Inc. Ronald J. Cadillac,. Box 66 CEnterville,Mass.02632Z P•O Box '�58 W.Y.Mass.02673 Type of Building: - DwellingXXX No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil See plan i Nature of Repairs or Alterations(Answer when applicable)Addin 1—1 000 gallon pump chamber with pump ,on,off light,and alarm floats. /gyp rztawd 5-High Capacity Infiltrators packed in 4 ' of 1-�" stone. ` 39'X10' 10' 101 /4" Remove impervious soils and replace with clen D m Date last specte : perkable sand. Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation',until a Certifi- cate of Compliance has been issued by this Poar 'Wfllth/ . J12/11 /01 _ Signed — Date 1 / Application Approved by _ i0C Date Application Disapprove for the following reasons w Permit No. ""' Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate-of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )RepairecX )Upgraded( ) r Abandoned( )by J•P.Macomber & Son Inc. at 333 Parker Road West Barnstable Mass. has di constructed in accordance with the provisions of Title 5 and the for Disposal System ConstructioWPermit No dated Installer J.P.Macomber & Son Inc. Designer Ron d /C_AAJ11ac,P,LS,RS The issuanc of tj's permit shall not be construed as a guarantee that the syst will unctio a designed. Date z�'/ Inspector !, tj /� 00 No. [/ — - -----------------------Fee-- -.ih THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Oigpooal *pgtem Construction hermit Permission is hereby granted to Construct( )Repair(XX)Upgrade( )Abandon( ) Systemlocatedat 333 Parker Road West Barnstable,Mass. and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construct' n mu Ibe co pleted within three years of the date of tlyde,' V . iDate: Approved by RONALD J. CADILLAC, PLS, RS Professional Land Surveyor & Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 (800) 520-5591 January 29, 2002 Mr. David W. Stanton, Inspector Barnstable Health Department 200 Main Street Hyannis, MA 02601 Re: 333 Parker Rd.---W. Barnstable Dear Mr. Stanton: We have inspected the septic system installed at 333 Parker Road by J.P. Macomber& Son, Inc. and found it to be in substantial compliance with Title 5. The septic tank and pump chamber were moved to avoid a French drain. Call with any question. Sincerely, Ronald J. Ca illac - .l V 1 1 11 VA AJ'Ct 1 110 l Cl IJ l 1. Department of Health,Safety,and Environmental Services IKEPubltc Health Division Date d 367 Main Street,Hyannis MA 02601 I RARNRTABM MO. t���A 16g 9• ��� 1 d rEn Mat Date Scheduled 0) Time 1 Z,Q d Fee Pd. /00 v Soil Suitability Assessment for Sewage Disposal. Performed By:- /C®/f/�Q �/' adl Witnessed By: L(�CAT ON& GENERAL INFORIYIATIOI�1 Location Address 35.3 Pik R Owner's Name e r c�� lvAr�ne. Address 2—.,�j 3 Ptyke,�,A 1 LV-�• Assessor's Ma /Parcel: f 761 2© v P � Engineer's Name R 1 J ,CAC i`r'A¢{1 NEW CONSTRUCTION n REPAIR Telephone# ?S—97� O Land Use Iye', mod' /LI-( A) Slopes(%) 7U 70 Surface Stones l t Distances from: Open Water Body _R Possible Wet Area �6�/ R Drinking Water Well /�O (I rm l Drainage Way / g y Io�R Properly Line b/ /� ft Other p SKETCH: (Street name,dimensions of lot,exact locations of tes soles&perc tests,I wetlands in proximity to holes) P P� � 6t C�0 s io VV Parent material(geologic) Depth to Bedrock IV� Depth to Groundwater: Standing Water in Hole: /O 6 i'7,YZ Weeping from Pit Face Estimated Seasonal High Groundwater 8 A1ayEf (O r&W,56 bTLNATZON SEASOALJUGZ 'VYAY2TABLE. Method Used: / Depth Observe standing in obs.hole: in. Depth to soil mottles: Depth to veeping from side of obs.hole: in. Groundwater Adjustment fl. Index Well# Rr.adine Date: Index Well Icvcl ,I D ll#,��_ Add.factor_� t'�� Adj.Groundwater vcl (/ 2 Z _ I Lc-- pE COLA I I( 1V TEST 151 t Ca Df►�me l �' Observation Hole# Time at 9" Depth of Perc 6"161 66 Time at 6" Start Pre-soak Time @ _1 r ,00 Time (9'-6") End Pre-soak 7'l Rate Min./Inch L - } Site Suitability Assessment: Sile.Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division• Observation Hole Data To Be Completed'ori B2.Cl< _ j,' Copy: Applicant ti DEEP 0 3SERVAT10 ROLE LOO o1e ## DeofromSoil Horizon Soil TextureSoil Color Soil Other Sur (USDA) (Munsell) Mottling (Structure,Sloncs,Doulderes. CQnsistcni�cy.y�DD° rrl1avel D—4Z 42_,2)/' 119-- /)v 56- 67" — 'di oat DEEP OBSERVATION HOLE LOG Hole# 2. ; Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA). (Munsell) Mottling (Structure,Stones,Doulderes. ten °oGravel) 77 �.. _ (3 Yr 3/3 /7' /off /C� r G�Z rl0 be PAS bT✓I P OIi IZVA:TI0N 1 L.li LOG #ole# .:. Depth from Soil Horizon Soil Texture Soil,Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. tenc % ravel Le 361 fDG iQ .� �p hG 16 81" G/ nwd:( .4 60 '�-/2)N C 2. b / ail , PEEP; OBSEIZVA;TIOIV HCjIE L(�G Ho;Ie# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. nsistency.°° ril el 24', 77' C/ f Z,S y G3 �Io 7—126 C Z 2, Flood Insurance Rate Maw Above 500 year flood boundary No_ Yes Within 500 year boundary No_ Yes / t Within 100 year flood boundary No t 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 A ic- 1tertifyllaroi�;: /UOJ �QCI (date)1 have passed the soil evaluator exatri�naUori approved by tlTe • . c. Q. .• "°.DeparTment�bf `'livmronmental Protection and that the above analysis was•perfoimed'by me.Consistent witlr the recipired' expertise and experience described in 310 CMR 15.017.. t Signature �w Date /O AO Z V1 • � O f TOWN OF BARNSTABLE LOCATION R SEWAGE # �.3 3��0` � � � VILLAGE 6,4 C,&S J,f/3t e ASSESSOR'S MAP & LOT 1 INSTALLER'S NAIvE&PHONE N0. �•P�/9 C O/�'� ��' T SEPTIC TANK CAPACITY �`00 �U/yl,�' 1'0 00 LEACHING FACILITY: (type) ' ����L�� D/ (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: i a N O COMPLIANCE DATE: I Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) !. Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by d £ s of 0 � .� 101 Tremont Street, Suite 911 F. Gene, Boston MA 02108 Tel.617-216-7919 e-mail billgens@aol.com December 6, 2013 By Certified Mail/Retum Receipt Requested And First Class Mail Karl Niehoff P.O. BOX 808 W. Hyanhisport MA 02672 Karl Niehoff and Jeannette C. Niehoff 28 Union Street o Hingham MA 02043 w Karl Niehoff ^ C) ca 67 Irving Ave. Hyannis MA 02647 Re: Housing Code and Other Violations: 333 Parker Road West Bamstabl MA CD M Dear Mr. Niehoff: I am writing you on behalf of myself and Helen D. Gens, your tenants at 333 Parker Road, West Barnstable, MA, 02668. Please be advised that as a result of the lack of running water—both cold and hot—at the rental premises for the better part of the last 30 days, and your neglect and failure to remedy the same, a complaint has been made with the Barnstable Health Department concerning this violation and other violations that have persisted for years despite many requests to remedy them. ' . Please be further advised that any action by you to initiate an eviction action, a rental increase, or any changes in the rental terms in response to this notice or the complaint to the Health Department will be opposed as a retaliatory action in violation of Massachusetts Law. Such opposition will also include counterclaims for unfair practices under G.L. chapter 93A and for general damages for the many deficiencies in the premises that violate the state sanitation code, local health ordinances, the warranty of habitability and the law of quiet enjoyment; all as discussed below. THE WATER PROBLEM As you are aware, the first loss of water occurred apprgximately one month ago after I noted you that a pipe had sprung a leak. Your response to the leaking pipe was to shut off the water main attempt and fail to fix the leak rs tf p you a , and then abandon all 1 • Page 2 repairs and leave the water shut off. I left for Boston and returned 5 days later on November 14 and discovered that the leak was still not repaired and the water was still shut off, but it would not come back on when I put a bucket under the leak and opened the main water valve. You then fixed the leak and somehow the water came back on November 15, but the water failed the next day(Saturday, November 16). You informed me that a plumber would be coming to install a new well pump on Monday, November 18. 1 went the remainder of the weekend without water. When I came home from work on Monday, November 18, there was no new pump or any visible new parts or work performed on the water system, but the water had come back on. It failed again on Wednesday, November 20 and was still off when I left town on November 21. 1 called and left you a message regarding this and requested that you immediately hire qualified professionals to repair the system. I stayed'at my other residence as long as I could until December 5 when I had to return for work purposes and there was still no visible plumbing work performed. After I arrived the water came on for about 5 minutes and then failed. This cycle repeated several times until the water stopped altogether and I was without water into December 6. When I got back from work on December 6 the water had come back on and has luckily stayed on through this writing. In the meantime, one Tom Desmond from Desmond Well in Orleans came to the house on December 6 late in the afternoon at your request to survey the situation. Mr. Desmond informed me that he had never been to the premises before and I had to show him where the main tank and the well pump were located.After inspection, he informed me that the main tank and its fittings were installed in 1977 and were decades past their expected life span and were failing and would need to be replaced. He also stated that the main pump was being overheated by the failing tank operation and that the pump may be suspect as well. He told me to expect further failures. He advised that he did not have authorization from you to begin repairs. The failure of a landlord to restore the loss of water to rental premises is a condition that may"materially endanger"the health of the occupants and by law must be remedied within 24 hours. Failure to restore water is a violation of the State Sanitary Code 105 C.M.R. sec. 410.705(C), 410.180 and 410.190. It is also a violation of local health ordinances, the landlord's warranty of habitability and the law of quiet enjoyment, which requires that a landlord must provide essential utility services. You have been on repeated notice now for over 3 weeks that there has been a recurring failure in the provision of water to the premises but have still not yet remedied the problem or even engaged a qualified professional to undertake repairs. As a result, the premises have been largely unusable and, when I have been compelled by my work obligations to be at the house, I have had to suffer through all or part of 9 different days without water. When you have no water you cannot shower, shave, brush your teeth, use toilets, do laundry,.or cook. 2 • Page 3 The situation is unsafe and unsanitary and your handling of the matter as a landlord has been grossly negligent and unlawful. The purpose of this letter is, among other things, to once again demand that you fulfill your legal responsibilities and immediately restore a reliable water supply to the premises. OTHER VIOLATIONS No Carbon Monoxide Alarm—The State Code requires that carbon monoxide alarms be maintained in good working order 105 C.M.R. sec. 410.482 and 410.351(A). The failure of a landlord to install carbon monoxide alarms to rental premises is a condition that may"materially endanger"the health of the occupants and by law must be remedied within 24 hours. You have been on notice for several years now from your own insurance company of this requirement but have at all times failed to comply. ` Roof Leaks and Condition of Walls-The State Code (105 C.M.R. sec. 410.500) requires that structural elements of rented premises be kept in good repair and be weathertight, free from chronic dampness, and free of holes, cracks, loose plaster and other defects. For the entirety of the 9+years of the tenancy, you have been on repeated notice of chronic roof leaks in the living room, kitchen and adjoining hallway; all of which surround the central chimney where the roof flashing needs repair/replacement. This problem has never been adequately addressed and, as a result, in anything more than a light rain pots, pans, and towels have to be deployed to catch the drippings from the ceiling and furniture has to be moved to protect it from water damage. This significantly reduces the value of the rental. In addition, the gutters and downspouts of the premises have for years been in disrepair(and in the case of the rear downspouts and splash blocks missing entirely) and you have ignored all requests to replace or repair them. As a result rain and melting snow have not been directed away from the property but instead settle and permeate through the rear porch and the rear shed roof and a) have chronically leaked into the interior of the two rooms at the rear of the first floor(damaging our property and further harming your structure as well) and b) been a significant. contributing factor in the half dozen substantial flooding incidents occurring during the past five years in the first floor of the property. These floods have caused us considerable damage and repair costs to carpets, electronics, books, furniture, and much more. Moreover, the floods have caused substantial damage to the interior walls of the first floor and waterlogged the wallboard. I was present for the insurance inspection where your insurer deemed that all the wallboard needed replacement. I was also present during your so-called repairs, consisting of a new coat of paint, and for the post repair insurance inspection, where the insurance representative apparently was led to believe that behind the new coat of paint were replaced walls. As a result of your engaging in "disaster capitalism" (a/k/a insurance fraud) and your utter indifference to the requirements of the state code and the warranty of habitability—not to mention your disregard for the structural integrity and value of 3 • Page 4 your own property, the walls on the first floor-especially the bedrooms-are peeling paint, bubbled and cracked, chronically damp, and give off a faint musty odor. Dampness is a serous problem and we have had to run a dehumidifier at all times including the dryer winter months. Shoes and other items that normally would be stored on the floor or lower area of closets cannot because of the humidity and the: constant threat of further flooding. Many items have been mildewed and/or damaged beyond repair. NOTICE , We have been your loyal tenants for over 9 years and while we have politely requested that you remedy the above deficiencies on numerous occasions, we have endured the above issues regarding the premises and we have perhaps indulged your neglectful tendencies by not initiating legal or enforcement action. Your inadequate handling of the water loss problem is, however, intolerable. We simply insist that you remedy it immediately. If you do not adequately remedy the water problem and/or if you should retaliate by taking any action to initiate an eviction action, a rental increase, or any changes in the rental terms, we will pursue all available legal remedies including, but not limited to, claims under M.G.L. c. 93A sec. 9 as the acts and omissions described above that are violations of the state sanitary code, local health ordinances, the warranty of habitability and the law of quiet enjoyment also constitute unfair practices under G.L. c. 93A sec. 2. Be advised that a violation of this law can carry an award of double or treble damages and include both attorneys fees and costs. Alternatively, if you desire a reasonable and amicable resolution of the situation— and we certainly do—then get the water problem fixed immediately. The choice is yours. Sincerely, VVUU6(V1't E. GLENS William E. Gens Cc: Helen D.Gens Mehmet Baysan, Esq. Barnstable Health Dept. 4 Citizen Web Request Page 1 of 3 �f qw OY. ,M1AriS' Li U.,u 11nS5 ... �.w. ..,�. Logged In As: Citizen Request Mai agC iIIe11t Thursday, December 12 2013 TOWN\oconnelt Route to Users Search Requests Create Requests Reports Changes saved Request Information Request ID: 47911 Created: 12/6/2013 3:02:45 PM Status: Closed Assigned To: O'Connell,Timothy Health Office Anonymous: No Request Category: Chapter II : Housing Substandard Routine work: No Estimate: No Date scheduled: Estimated 12/20/2013 Change Estimated Nov December 2013 Jan Completion Completion Date: Date: Sun Mon Tue Wed Thu Fri Sat 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13114 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 Created By: Crocker, Sharon Priority: Medium Health Office Citation Numbers: Requestor Information Requestor Request Parcel Number ! 0 00 Map; 176..._,Block: 0 Lot:20...._.? Parcel Lookup http://issgl2/intemalwrs/WRequest.aspx?ID=47911 12/12/2013 Citizen Web Request Page 2 of 3 Person said there is an ongoing problem with the well water.The past month the landlord has been told many times that the water doesn't work. Landlord will "tinker"with well pump and it'll work for a bit then another call is placed and it takes awhile for landlord to get back and "tinker", etc. Person believes a contractor needs to come in and resolve. At the moment,the water is working. Additional: down spouts are off building, water gets into lower level, roof leaks and water pours into Living Rm, Kitchen &hall,flashing is off house. Wall boards were damaged Email: in lower Level, an insurance claim was done, but owner did not spend it on repair,just painted over it. Believes there is mold underneath. No CO2, questions working smoke detector, Track Request Progress Request Work History: Internal Note History: Entered on 12/10/2013 9:00:43 AM System entry on 12/6/2013 3:02:45 PM: by O'Connell,Timothy Assigned to O'Connell,Timothy Left message on above number to set up an appointment. Entered on 12/6/2013 3:05:39 PM - - by Crocker, Sharon Entered on 12/12/2013 8:27:34 AM by O'Connell,Timothy to fix problems. Will close. System entry on 12/12/2013 8:27:34 AM: Request Closed by oconnelt Enter work progress: Enter internal note: (Viewed by everybody) (Viewed internally only) Ik- i http://issgl2/intemaiwrs/WRequest.aspx?ID=47911 12/12/2013 COMMONWEALTH OF MASSACHUSETTS A F EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE e� ARGEO PAUL CELLUCCI TRUDY COXE Governor ^ Secretary ov DAVID B.STRUHS Commissioner ;TR[;RNT T,F ,AT. ATT .PROMPT A TTON NE . SRARY ('FRTTFT ,DMATT,* ERTTTRN RECEIPT R ,QUESTED October 23, 1998 Mr.. Richard Wagner RE: BARNSTABLE-BWSC 333 Parker Road 333 Parker Road West Barnstable, MA RTN# 4-14244. NOT CR OF R7,qP0NqTRTT.TTV M :L c. 21F, 310 CMR 40 , 0000 ATTENTION: Mr... Richard Wagner On October' 13, - 199,8 at 12 00 PM, .R the. Department of Environmental 'Protection (the "Department") `""_: received. oral notification of a release and/or threat._ of' release. of oil and/or hazardous material at the above referenced property which requires one or more response actions . A fuel oil line from a 275 gallon above ground fuel oil tank to an emergency generator leaked, discharging greater than ten gallons of fuel oil onto a concrete floor. The oil flowed out of the building and onto the ground surface. The Massachusetts Oil and Hazardous Material Release Prevention and: Response Act, M.G.L. c.21E, and the Massachusetts Contingency Plan (the "MCP" ) , 310 CMR 40 . 0000, require the performance of response actions to prevent harm to health, safety, public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions. The purpose of this notice is to inform you of your legal responsibilities under State law for assessing and/or remediating. the release at this property. For purposes . of this Notice of. Responsibi;lity, the terms and phrases used" :herein- shall have `the ::meaning ascribed . to such .-terms and phrases ,by,.-, the -MCP unless the context clearly indicates otherwise. ' The Department has "reason to believe that the release and/or threat of release which has been reported is or may be a disposal 20 Riverside Drive•Lakeville,Massachusetts 02347• FAX(508)947-6557•Telephone(508)946-2700 This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.magnet.state.ma.us/dep a Printed on Recycled Paper 4 2 a , site as defined by the M.C.P. The Department also has reason to believe that you (as used in this letter, "you" refers to Mr. Richard Wagner) are a Potentially Responsible Party (a "PRP") with liability under M.G.L. c. 21E §5, for response action costs . This liability is "strict" , meaning that it is not based on fault, but solely on your status as owner, operator, generator, transporter, disposer or other person specified in M.G.L. c. 21E §5 . � This liability is also "joint and several meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties. The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials. By taking prompt action, you may. significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions . You may also avoid the imposition of, the amount of or reduce certain -permit — and/or annual compliance assurance fees payable -under 310 CMR 4 . 0.0 . Please refer to M..G.L. c .21E for a complete . description -of ' potential liability. For your convenience, -a summary of liability under.-M.G.L. c.21E is attached to this notice. You. should be aware that you may have claims against ..third :. . parties for damages,- including claims - for contribution or. reimbursement- for;:the costsof cleanup. Such claims. .do not exist indefinitely but are governed by laws which- establish the,- time- allowed for bringing. :l: tigation. . The Department encourages you. to _ - take any. action necessary to protect any such claims you may have against third parties: At the time of . oral notification to the Department, the following response actions were approved as an Immediate Response Action (IRA) : • Assessment only. ACTIONS REQUIRED Additional submittals are necessary with regard to this notification.. including, . but not limited to, the filing of a written IRA Plan, IRA Completion Statement and/or an RAO statement . The MCP requires that a fee of $750.00 be submitted to the Department when an RAO statement is filed greater than 120 days from the date of initial notification. Specific approval is required from the Department for the implementation of all IRAs, and Release Abatement Measures (RAMS) pursuant to 310 CMR 40 . 0420 and 310 CMR - 40 . 0443, respectively. Assessment activities, the construction of a fence and/or the posting of signs are actions that are exempt from this approval requirement. f In addition to oral notification, 310 _CMR 40 . 0333 requires that a completed Release Notification Form (BWSC-103, attached) be submitted to the Department within sixty (60) calendar days of October 13, 1998 . r - Yf 3 If ' You must employ or engage a Licensed Site Professional (LSP) to manage, supervise or actually perform the necessary response actions at this site. You may obtain a list of the names and l addresses of these licensed professionals from the Board of Registration of Hazardous Waste Site Cleanup Professionals at (617) 556-1145 . Unless otherwise provided by the . Department, potentially responsible parties ("PRP' s" ) have one year from the initial date of notification to .the Department of a release or threat of a release, pursuant to 310 CMR 40 . 0300, or from the ..date the Department issues a Notice of Responsibility, . whichever occurs earlier, to file with the Department one. of the following submittals: (1) a completed Tier Classification. .Submittal; (2) a Response. Action Outcome` Statement or, if applicable, (3) a Downgradient Property Status. The deadline for either of the first two submittals for this disposal site is October 13, 1999 . If required by the MCP, a completed Tier: I Permit Application must also accompany a Tier Classification Submittal: This `site shall `not be ;deemed to have had. -all the' `necessa'ry and required response actions taken unless and until '.all : substantial hazards presented by the release and/or• threat . of 'release . have been .:eliminated and a `level of No Significant . Risk:-:. exists :or has been achieved, in compliance:,with M G.L... c.2lE- :and the 'MCP If° you "Piave. . any questions relative to this notice, please contact Robert Kearns at the- letterhead address or at (508) -946- 2865 . All future communications regarding this release must reference the following Release Tracking- Number: 4-14244 : Very truly yours, Richard F. Packard, Chief Emergency Response / Release Notification Section P/RJK/cb CERTIFIED MAIL NO. Z 598 884 591 RETURN RECEIPT REQUESTED Attachments : Release Notification Form; BWSC-103 and Instructions Summary of Liability under M.G.L. c.21E CC: Board of Health PO Box 34 Hyannis, MA 02601 Board of Selectmen 367 Main Street Hyannis, MA 02601 Fire Department PO Box 456 W. Barnstable, MA 02668 Consulting•Engineering•Remediation 95 State Road . ,...: Buzzards Bay,.MA 02532 r (508)888-3900 FAX(508)888-6689 http://www.ensr.com October 5, 1999 ENSR File: 8726-642 Donna Miorandi, Health Agent Board of Health Barnstable Town Hall 367 Main Street 1 Hyannis, MA 02601 _ RE: Notice of Availability 0 OCT 4 1999 Tier II Classification submittal 7W.J0F8llMb`I U WWHWE 333 Parker Road 4% West Barnstable, MA 02668 Release Tracking Number 4-14244 Dear Ms. Miorandi: ENSR has completed a Tier Classification Submittal for the above referenced Site pursuant to the Massachusetts Contingency Plan (MCP), 310 CMR 40.051. In ENSR's opinion, the Site is categorized as a Tier II Disposal Site, pursuant to the MCP 310 CMR 40.1511. Pursuant to the MCP 310 CMR 40.1403, attached is a copy of the legal notice, which will be published in the Cape Cod Times on Friday, October 8, 1999. Also, pursuant to the MCP 310 CMR 40.14033(f)1, a Phase I — Initial Site Investigation Report will be available for review as of October 13, 1999 at the Southeastern Regional Office of the Massachusetts Department of Environmental Protection located at 20 Riverside Drive in Lakeville, Massachusetts. Please do not hesitate to call with any questions or comments. Yours truly, ENSR T. JsephSP. a((,e T- Derek T. Margarit Salvetti, LSP Assistant Geologist Senior Associate Attachment ® Recycled Paper./Soy-based Inks O,a NOTICE OF AN INITIAL SITE INVESTIGATION AND TIER II CLASSIFICATION 333 PARKER ROAD WEST BARNSTABLE, MA 02668 RELEASE TRACKING NUMBER-4— 14244 Pursuant to the Massachusetts Contingency Plan (310 CMR 40.0480), an Initial Site Investigation has been performed at the above referenced location. A release of oil and/or hazardous materials has occurred at this location which is a disposal site (defined by M.G.L.c. 21 E, Section 2). This site has been classified as Tier II, pursuant to 310 CMR 40.0500. Response actions at this site will be conducted by Richard Wagner who has employed Joseph P. Salvetti, LSP, of ENSR to manage response actions in accordance with the Massachusetts Contingency Plan (310 CMR 4.0000).. M.G.L.c. 2 1 E and the Massachusetts Contingency Plan provide additional opportunities for public notice of and involvement in decisions regarding response actions at disposal sites: 1) The Chief Municipal Official and Board of Health of the community in which the site is located will be notified of major milestones and events, pursuant to 310 CMR 450.1403; and 2) Upon receipt of a petition from ten or more residents of the municipality in which the disposal site is located, or of a municipality potentially affected by a disposal site, a plan for involving the public in decisions regarding response actions at the site will be prepared and implemented, pursuant to 310 CMR 40.1405. To obtain more information on this disposal site and the opportunities for public involvement during its remediation, please contact Joseph P. Salvetti, LSP, Senior Associate, ENSR, 95 State Road, Buzzards Bay, MA 02532 at (508) 888-3900. f Celebrating 30 Years of Excellence in Environmental Services 95 State Road Buzzards Bay,MA 02532 (508)888-3900 FAX(508)888-6689 web:http://www.ensr.com August 16, 2000 ENSR File: 8726-642 Donna Miorandi, Health Agent Board of Health Barnstable Town Hall 367 Main Street Hyannis, MA 02601 RE: Notice of Availability Response Action Outcome 333 Parker Road West Barnstable, MA 02668 Release Tracking Number 4-14244 Dear Ms. Miorandi: A Class A-1 Response Action Outcome Statement relative to the property located at 333 Parker Road has been submitted to the Massachusetts Department of Environmental Protection. Consistent with the Massachusetts Contingency Plan, ENSR has determined that site conditions have been reduced to below Method 1 S-1 standards and that no further response actions are required. Pursuant to the Massachusetts Contingency Plan (MCP) 310 CMR 40.1403(f)(1), ENSR is notifying you that this submittal can be reviewed at the Southeast Regional Office of the Massachusetts Department of Environmental Protection located at 20 Riverside Drive in Lakeville, Massachusetts. Please do not hesitate to call with any questions or comments. Yours truly, ENSR '�'f Derek T. Mar g t seph P. Salvetti, LSP Assistant Geologist Senior Associate ® Consulting Engineering R e m e d i a t i o n ' d e Consulting•Engineering•Remediation 95 State Road Buzzards Bay,MA 02532 -> ;1tQ►hh�t'4 t (508)i l.3ko <;_•x ti > t FAX(504.888=6fi89 .htt //www.ensr!com „» E '99 QCT pp $7 October 5, 1999, r ENSR i e. 26-642; Town Council/Town Manager Barnstable Town Hall 367 Main Street Hyannis, MA 02601 RE: Notice of Availability Tier II Classification submittal r 333 Parker Road West Barnstable, MA 02668` )1 `Release Tracking'Numbe 4=14244 To Whom it May Concern: ENSR has completed a Tier Classification Submittal for the above referenced Site pursuantto the Massachusetts Contingency Plan (MCP), 310 CMR 40.051.' In✓ENSR's opinion, the Site is categorized as a Tier II Disposal Site, pursuant to the MCP 310 CMR 40.1511. Pursuant to the MCP 310 CMR 40.1403, attached is a copy of the legal notice, which will be.published in the Cape Cod Times on Friday, October 8, 1999. Also, pursuant to the MCP 310 CMR 40.14033(f)1, a Phase I — Initial Site Investigation Report will be available for review as of October 13, 1999 at the Southeastern Regional Office of the Massachusetts Department of Environmental Protection located at 20 Riverside Drive in Lakeville, Massachusetts. Please do not hesitate to call with any questions or comments. Yours truly, ENSR Derek T. Margarit Joseph P. Sa vetti, LSP Assistant Geologist Senior Associate Attachment Recycled Paper/Soy-based Inks r NOTICE OF AN INITIAL SITE INVESTIGATION AND TIER II CLASSIFICATION 333 PARKER ROAD WEST BARNSTABLE, MA 02668 RELEASE TRACKING NUMBER-4— 14244 Pursuant to the Massachusetts Contingency Plan (310 CMR 40.0480), an Initial Site Investigation has been performed at the above referenced location. A release of oil and/or hazardous materials has occurred at this location which is a disposal site (defined by M.G.L.c. 21E, Section 2). This site has been classified as Tier II; pursuant to 310 CMR 40.0500. Response actions at this site will be conducted by Richard Wagner who has employed Joseph P. Salvetti, LSP, of ENSR to manage response actions in accordance with the Massachusetts Contingency Plan (310 CMR 4.0000). M.G.L.c. 21 E and the Massachusetts Contingency Plan provide additional opportunities for public notice of and involvement in decisions regarding response actions at disposal sites: 1) The Chief Municipal Official and Board of Health of the community in which the site is located will be notified of major milestones and events, pursuant to 310 CMR 450.1403; and 2) Upon receipt of a petition from ten or more residents of the municipality in which the disposal site is located, or of a municipality potentially affected by a disposal site, a plan for involving the public in decisions regarding response actions at the site will be prepared and implemented, pursuant to 310 CMR 40.1405. To obtain more information on this disposal site and the opportunities for public involvement during its remediation, please contact Joseph P. Salvetti, LSP, Senior Associate, ENSR, 95 State Road, Buzzards Bay, MA 02532 at (508) 888-3900. no -auk& 1 Consulting•Engineering•Remediation 95 State Road Buzzards Bay,MA 02532 (508)888-3900 FAX(508)888-6689 http://www.ensr.com October 5, 1999 ENSR File: 8726-642 Donna Miorandi, Health Agent Board of Health 9 10 1 Barnstable Town Hall 1 367 Main Street j Hyannis, MA 02601 I�EIO a RE: Notice of Availability OCT 6 1999 Tier II Classification submittal T0WN0FaarWAstg 333 Parker Road KximmOEPi. A, West Barnstable, MA 02668 Release Tracking Number 4-14244 Dear Ms. Miorandi: ENSR has completed a Tier Classification Submittal for the above referenced Site pursuant to the Massachusetts Contingency Plan (MCP), 310 CMR 40.051. In ENSR's opinion, the Site is categorized as a Tier II Disposal Site, pursuant to the MCP 310 CM 40.1511. Pursuant to the MCP 310 CMR 40.1403, attached is a copy of the legal notice, which will be published in the Cape Cod Times on Thursday, October 8, 1999. Also, pursuant to the MCP 3.10 CMR 40.14033(f)1, a Phase I — Initial Site Investigation Report will be available for review as of October 13, 1999 at the Southeastern Regional Office of the Massachusetts Department of Environmental Protection located at 20 Riverside Drive in Lakeville, Massachusetts. Please do not hesitate to call with any questions or comments. Yours truly, ENSR Derek T. Margarit Jo4ioe etti, LSP Assistant Geologist Se Attachment ® Recycled Paper/Soy-based Inks NOTICE OF AN INITIAL SITE INVESTIGATION AND TIER.II CLASSIFICATION 333 PARKER ROAD WEST BARNSTABLE, MA 02668 RELEASE TRACKING NUMBER-4— 14244 Pursuant to the Massachusetts Contingency Plan (310 CMR 40.0480), an Initial Site Investigation has been performed at the above referenced location. A release of oil and/or hazardous materials has occurred at this location which is a disposal site (defined by M.G.L.c. 21 E, Section 2). This site has been classified as Tier 11, pursuant to 310 CMR 40.0500. Response actions at this site will be conducted by Richard Wagner who has employed Joseph P. Salvetti, LSP, of ENSR to manage response actions in accordance with the Massachusetts Contingency Plan (310 CMR 4.0000). M.G.L.c. 21 E and the Massachusetts Contingency Plan provide additional opportunities for public notice of and involvement in decisions regarding response actions at disposal sites: 1) The Chief Municipal Official and Board of Health of the community in which the site is located will be notified of major milestones and events, pursuant to 310 CMR 450.1403; and 2) Upon receipt of a petition from ten or more residents of the municipality in which the disposal site is located, or of a municipality potentially affected by a disposal site, a plan for involving the public in decisions regarding response actions at the site will be prepared and implemented, pursuant to 310 CMR 40.1405. To obtain more information on this disposal site and the opportunities for public involvement during its remediation, please contact Joseph P. Salvetti, LSP, Senior Associate,.ENSR, 95 State Road, Buzzards Bay, MA 02532 at (508) 888-3900. t 7>3 10—!/3 /���r 6"j Jam- &x } .�,. .ti � \ � �� ".. Y I�l� �� � ���f � ' ' ��; ., ,�..�. �. �. ._.. �: � _ � - w � � � � /j♦ � ' � Iv r • � t � / i I VTi, .l C"tYL-1 Nr 4Gd 3�2 -qG S"y � V j COUNTDOWN Comedic Tendencies Born jean- TO THE Baptiste Poquelin, the French MILLENNIUM dramatist called Moliere was one of the greatest of all comedy writers. Although he composed 7 plays such as The Misanthrope, Tartuffe, and The School for Wives. WEDNESDAY back in the mid-1600s, audi- ences still enjoy Moliere's uni- versal comic types and farcical situations. Ironically, Moliere died while playing the lead role in 1673's The Imaginary Invalid. a Health Complaints 13-Oct-98 Time: 10:30:00 AM Date: 10/13/98 Complaint Number: 1585 Referred To: GLEN HARRINGTON Taken By: K.S. Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: ILLEGAL OPERATIONS Business Name: Number: 333 Street: Parker Rd. Village: WEST BARNSTABLE Assessors Map_Parcel: %-7(; 1 PAR ] Real Estate System - General Property Inquiry] Help [ ] Parcel Id: 176 020- - Account No: 104434 Parent : Location: 333 PARKER ROAD W BARN Neighborhood: 80AC Fire Dist : WB Devel Lot : 6 Lot Size : 1 . 10 Acres Current Own: WAGNER, RICHARD State Class : 101 333 PARKER RD No. Bldgs : 1 Area: 1416 Year Added: W BARNSTABLE MA 2668 Deed Date : 100195 Reference : 9886/188 January 1st : WAGNER, RICHARD Deed MMDD: 1095 Deed Ref : 9886/188 Comments : Values : Land: 38400 Buildings : 151300 Extra Features : Road System: 333 Index: 1211 (PARKER ROAD ) Frntg: 324 Index: ( ) Frntg: Control Info: Last Auto Upd: 052596 Status : C Last TACS Update : 030896 Land Reviewed By: Date : 0000 Bldgs Reviewed By: Date : 0000 Tax Title : Account : Taken: Account Status : Hold Status : Cancel [ ] Press XMT for more data Next screen [PAR ] Action [ ] Owners Name [ ] Road Index [ ] Road Name [ ] Parcel Number [176] [021] [ ] [ ] [ ] f TOWN OF BARNSTABLE — UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION � OWNER AND—I NS TALLER INFORMATION a ,ADDRESS: �3 t-1H r�k L/C i� {� ^` MAC'° -NO'. I ' PARCEL NO Q�Zt� OWNER NAME: ;c, rC.` I ti �. LtJf-i �-, l fr_ 1�' VILLAGE: �'/+/� r. INSTALLATION DATE: Am:- /'1 ' /y� / BY:-L'. ��#�/i�f/ f-t'�\l�:r,� u ' \ rr ADDRESS: / y CERT. NO. TANKr,=I.NFORMATICIN .__.._.�._..��_..�- s' EOCATION OF TANK: _ C l�: �/ �l 7 ^- fir_..' f - (� ty T z /i �{�/,a�T;1l�L CAPACITY X` ��C� TYPE eJ`'I�=� AGE y/�r�'j FUEL/CHEMICAL TESTING CERTIFhCAaT40hi ' C` ] PASS C ] FAIL DATE ) « LEAK DETECTION C} CHECK IF N/A TYPE/BRAND t ZONE OF CONTRIBUTION C ] YES C ] NO DATE TO BE REMOVED / � v FIRE DEPT. PERMIT ISSUED C ] YES C NO DATE--------1 CONSERVATION jcyll CHECK IF N/A DATE BOARD OF HEALTH TAG !lNO. C 7[ ]C ]C ]C ] DATE : /`_ 0 8' 1' /E;�g t7 PLEASE. PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD Y 1 1 W OAD, 1 vie Airr /�pUJEi I� T a � 36 y- �0I6 md�e�c3� mw GGC.e.� �, iZ �f1 ---- - t} Flo -9 c 7 /00' a,,oC (r(�an(� r. VJ Y"yS vv W�� GtIA C,,d 00 —_.---- __- .:�_ C:�Q _ce�.k..e w► dzr F.p lcI%�f.%�!UI_ �, �� S�� �y_.%lr���-k.�,.�,� _--. -- - --________ -----;' �!N"�a� --.�G'u�`�"�_ Iu,,�_�'�ap �e c�,l� `C��o7.✓ A �e�a�w� ��C f*��w did" _ - _ 1 _ _v1°-- a^^ _ ►�l�=c�� ke".- dec w, l0�d'G.�,..cc� e c�figjra� p __ i ' t .I Y_^ r _ S l �- � 1 + { ' `� 'ty � .T +� ti •�� � , i � � � ... � � 4 I � �� ! � i ._ { �. _ '- r �) �� t s ., _ J r o � r i� . . � - - _ �, �, • , �. . , � ' �, � , - i. „Y { �� j 1 �� r I - { �� { 6 - ^ w _ i t _ �+�� ''i � i �;� , �:� /0^ l3 -5 �i C/,/oj �• _�3 3 ��c�v`(�u' �a.�� G✓, i�a-�r��.R � __ - ----_-__ __.___ - v(�_s y St l-�C."laC 04��©b �C� o` OFP�� F'�� v4i 0✓0 0" rj-ec� 4 t 'i 1 - 1 I F r. - i�l I y f; � : Page: 1 W. CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated: 12/09/2002 Report Prepared For: Order Number: G0218243 Bob McKernan RECEIVE® 48 Captain Lumbert Lane Centerville, MA 02632 DEC 2 6 ZOOZ TovvN OF BARNSTABLIE Laboratory 1D#: 0218243-01 Description: Water-Drinking Water HEALTH DEPT. Sample#• 18243 Sampline Location: 333 Parker Rd.,West Barnstable Collected: 11/22/2002 Collected by: RCF Received: 11/22/2002 Routine ITEM RESULT UNITS MCL Method# Tested ' LAB: IC Lab Nitrates <0.1 mg/L 10 EPA 300.0 11/22/2002 LAB: Metals Copper <0.1 mg/L 1.3 SM 3111B 11/22/2002 Iron 2.8 mg/L 0.3 SM 311113 12/06/2002 Sodium 13 mg/L 20 SM 3111B 11/22/2002 LAB: Microbiology Total Coliform Absent P/A Absent 309 11/22/2002 LAB: Physical Chemistry Conductance 109 umohs/cm EPA 120.1 11/22/2002 pH 6.6 pH-units EPA 150.1 11/22/2002 Note: Based on the results of the parameters tested,the water is suitable for drinking,but may present aesthetic problems_(taste,sr odor,'staining)due to Iron.. Approved By: (Lab Director) / Z Superior Court House, PO. Bog 427, Barnstable, MA 02630 Ph: 508-375-6605 l IN // '�/ �� `f ✓f ' ` Town ofBarns b1e \ Find Map Parceb� 176020 � ���� �` �` Health-Deparbrient Weal# System �� �� ,ems MaptParcel 176020 ��� � � / ;TankNli"r 01� Tag Nbr 00305 Installed 01/01/1969 coca on B xz a y ReFnoval t�otificration�Date 07/06/1993� Test 01/20/1989 /FIN 'yi�iia/� � y IQbanClQl ;z \ f Removal 01/01/1990 ?y x ardanc60 e a" Capac�tyConstru ton iaeak©etecdon �t Cathodic®etection Sto ge'Tank[rifU# 000500 N -- � Add Change Rem ord? \ Search for llfap/Parcei 176020 Town ofS"",{able ii ` y ti For,Parcei�Numt) 176020 opertyr(`l Busrness�Name � � 7one of Conti ut�on(1f/N)`�°' N� Area ii i-Nfamber Phone a 000 3626465 ei Sto age Ta k +ermit N r/ ar��prFile 5, f W posal`Wnrks. � y PercTestIl Permit Gonstrucbo 06- Issuan a Dafe f 12/14/2002 ' nay /28/20�� /mpletion Date ,�y, 01 02 S►zeof wept c ' d Type/S�z fSAS pump w/5 High capacity infiltrators(39 x 1010) rh 1000G pump chambera< :. _,,,._,,,:.., __. _. m ... mappar 176020 �Oer WAGNER yRICHARD praploc 333 PARKER ROAD r lff `lnnovatr�relAiter at��eTechnoingy SepticSysterns 5ingleor n Gj s i%A Type IIA er+nce Type red acid records? delete records `5' _ •'`z.E JS �Zi',. ��s�y 3 _ 7il ,.. K»,n..•:..x..,.. s'YiT x<,�� ,...,,,...//9lP�`y.............w 4 I LEGEND JOB NO. 801-20 NOTES Wagner.dwg 42.86 9 ti7 _ 1. LOCUS IS A.M. 176, PARCEL 20. / 2. ELEVATIONS SHOWN ARE TOWN CIS ±0.5' R� TH 1 TEST HOLE LOCATION, NUMBER 3. LOCUS 15 IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985. e< d / 4, ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) hurch Qom 1 E - UNDERGROUND ELECTRIC MARKINGS 404 / 44,79 5. MUNICIPAL WATER IS NOT AVAILABLE. x 9.5 x 8•7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) / 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. St. a 42 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14", EXISTING CONTOUR a 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW NOT TO / ° IS. 1 G%V D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. _.....8, PROPOSED CONTOUR , t� 3 SCALE ao,s / � a' g \ N jF 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. UTILITY POLE (IF SHOWN) / z ,6 \ N t't BUILD UP COVERS TO WITHIN V OF GRADE. MORTAR CHIMNEYS IN PLACE. - b`4 / COOMBS ONE COVER OF TANK TO BE WITHIN 6 OF GRADE. " „ / \ '.:`.1 i° 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2 WITH 2 MIN, 1/8 TO 1/2 PEA STONE ON TOP,/ LOCATION MAP 42.5 °� "+ 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, j \ f f Y CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. .1 42.41 / o \ \ 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING C ;P \ \ IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 3' DEEP IMPERVIOUS pF a 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN 42.4 LEACH AREA AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. BARRIER--30 L.F. OF ��jfi;E / .6 - 41, ; , DEPTH (inches) ELEV.(feei) 40 Mil POLYETHYLENE / 42.45 3 x 42, 2 14, ALL CONSTRUCTION TO MEET TITLE AND LOCAL REGULATIONS. 0" 40.2 I (MILLER BREAKOUT**) 0,5 CUT INTO SEWER LINE AT FIRST "T" TEST HOLE DATE: October 10, 2001 Fill (bottle dump} TOP BARRIER=TOP 42.46 49 +°a PERFORMED BY: Ron Cadillac, Soil Evaluator 42" A layer 10 a 4 �/ � •% AND INSTALL 2 45' BENDS OR LONG ye >r PEASTONE=42.2,GRADE \ ::] 1 SWEEP, WITH CLEANOUT AFTER. WITNESSED BY: Lee McConnell, Inspector 50, sandy loom ABOVE BARRIER=42.7 MIN / / 1c p �� 64 f PERC RATE: <2-00 /inch (C layer) B layer 1Dyr 5/6 ** BARRIER IS STIFF / E q� i 42,p5 SOIL SURVEY(1993): Eastchop loamy fine sand sandy loam & OBTAINABLE FROM �/ / '$�� 4 x 40,4 'pn \ eG 38 90 / '/� t ) p y p' 67` 34.6 MILLER ENVIRONMENTAL / �/ / a6 �" 41, 8 niQj �`-�� 11... Sl 42 GEOLOGIC MAP 1986 . Cape Cad Bay lake deposits 508-697-3710. a3.34 Y � �� VF �, t� Invert 40.44 C layer 2.5y 6/3 v ✓fib •••4ij' Invert 39.93 5 HIGH CAPACITY fine to med. sand 43,19 � ...�1 Exist. Cos{ iron 41,4o WELL SUCTION LINE DISAPPEARS Use Gas Baffle INFILTRATORS north side of hole 7S 52 3,3 0 \ i ,^4\,8 OWNWARp HERE, AND WELL IS a Inver{ 41,79 only P ELIEVED TO BE HERE AS A WOKS �. USE 12" COVER to ` 43.41 7 O 6 ASE, BUT MORE LIKELY EAST '� 'Iy, „ Proposed q2.2 x 39.6 i, y `� AND SOUTH OF MERE. s 112`- bserved�oier 30.9 X o S=1/2 /ft 9 min. cover see detail v 4 TOP PEA STONE + 44.52 /° ✓ anm3GpQ`Q© V. t"_ , \\\ x 40.6 Invert 39.1$ 1500 Gal. �� 30.2 CO ACTOR TO 43J LOT 6 ::, i Proposed - :. 43,87 `� '�\ ^� - �--. I r Sonitory 10 1/4" VERY a' OF SAND �f �� - - T THIS END Or 4. x�p -47 429 f S.F. 40. 8 ��\/ �` ��• '• \ � I I f Tee T TEST HOLE 2 I. EACHING AT TIME / 43,64 4L f \ Bottom 34.6 ■ OF CONSTRUCTION AVOID CLEARIN . 39.7 P°4 YX'' DEPTH (inches} ELEV.(feet) Proposed Invert 41,96 Invert 41,75 40.9 40.0 k \; VEGETATION IN • 4o.0 \\ } /. i> 6:" Stone or Compact Proposed Proposed I S'1 4 Bottom O A layer 10yr 3/3 ` u 43.5 BUFFER ZONE 3„ti�O ( 42 ��'SI I .i . I tV I sandy loom - I (-5 I 'I 2� C2--TH4_36.9 �� t2" 46.50 TH 2 i� Hiah Cr. Water=32,8. 8 to 10 5 6 ■ / �' .•y '� 63 / :: < 1,$ USGS Adjustment 34, so dy IoWom/ 37.2 45.43 y� 6 •_••,,,,,•Qe In•, 42.4 ,,,••,• $1,3.•. BTa6'i`.' w �' Sond.252--Zone A x 44.7 Borr(er„ $aL 40.6 / 66.OQ' I ESIGN DATA Sept. 2001 111��� Observed Water TH2=31.0 ACCESS H .................: i(:t;::+. iitif :...59 89 / 41.7 if 1- BEDROOMS: 3 �.EACiH AREA C layer 10yr 6/2 f :::.: J .... :::: x 40,8 ERE' :• .�:: AGE GRINDER' No silt loom � � GARB 9 End 42'2 TH 1 / 399 x 38.9 USE 5 HIGH CAPACITY INFILTRATORS WITH ' REQUIRED CAPACITY: 330 GPD x 44. ::a :a.......... 37.9 39.4 ao.2o 4' OF STONE ALL AROUND FORA 10 observed observed water 31.0 . .;.:{,.... Barrier / SEPTIC TANK 1fi00 GAL. 3g'-3" BY 10'-10" BY 10 1 4" LEACH AREA. -- - j r X _RESERVE O x 38.7 + 38.2238. /• 39, BOTTOM LEACHING AREA: 425.1 SF / A - - - � % • 40.4 [(39.25i X 10.83')) REMOVAL 144' 20.0 45.0 x 39, . 3/ ✓, $ SIDE LEACHING AREA: 85.1 SF DO 5'_ ALL AROUND REMOVAL DOWN 2'f - 46. % as' / � ,.-39.6 (2(10.83'+ 39.25') X'0.85' DEEP)) TO MEDIUM SAND. 37.3 DESIGN CAPACITY: 377 GPD x 45 BENCH MARK--TOP PAVEMENT AT � N jF [(42`>.1 SF + �85.1 5F) X .74 GPD/SF] TEST HOLE 3 TEST HOLE 4 4 46, CORN. BUILD.= 41.43 CIS ±0.5' A.D. MAKEPEACE CO. PUMP CHAMBER STORAGE CAPACITY: 345 GAL. DEPTH {inches} ELEv.(teet} DEPTH (inches} ELEV.(teei} ! o. 5 G DOSES PER DAY: > 4 0 ai,a 0 43.3 7 / . 37.1 A layer t 3/3 A layer i 3/3 47, 45. loom loom i h3 `3� sandy loom ` sandy loam 5 ti ♦3a;sz1 12" 12 ✓ B Ipyer 10yr 5/8 B toyer t0yr 5/8 r 64 r .6 Bondy loam sandy loom 36" 38.4 24" 41,3 CAUTION: THIS IS A SITE PLAN c1 „ayer 2.5y 6/3 ct layer 2.5y 6/3 f N jF / SURVEY, AND NOT A PROPERTY med. sand o med. sand JENKINS LINE SURVEY BY THIS OFFICE. ss"0. 84` 34.4 77' 36.9 € C2 layer 2.5y 6/1 C2 foyer 2.5y 6/1 BENCH MARK--TOP WOODpOO - bonds of silt silt loom loom do sand STAKE= 42.89 CIS ±0.5' PN° 120` " 33.3 no water no water 31.a 120 � OF H-10 1000 GAL. PUMP CHAMBER ° 34.4 DESIGNING ENGINEER MUST C INSTALLATION SUPERVISE 1 THE SYSTEM AND CERTIr:Y 2" Line ACCORI)A^., WAS INSTALLED N WRITING Y C p �.E TO PLAN. STRICT DRILL 3/8" WEEP/VENT HOLE SITE PLAN ALARM- 22„ r;HECK VALVE THIS PLAN IS A VALID COPY ONLY IF IT BEARS F®� Invert .38.83 ON AN ORIGINAL RED STAMP AND SIGNATURE. Bottom 34-33 OFF 17 ° EF 5-'] OF 44.1 GRETCHEN WAGNER FEERO \�N OF ss9 6" STONE UNDER M���r �` �� R A D - • R „ yG�4 LOT 69 333 PARKER ROAD, (WEST) BARNSTABLE, MA ` II I I CADILLAC `.. ALARM & PUMP NOTES # 1060 ° #35779 » > ELECTRICIAN ON �` aiSTE?' CgSs�00 OCTOBER 25, 2001 SCALE. 1 =30 1. ALARM TO BE WIRED BY s gNITAR�P SUR 0 SEPARATE CIRCUIT FROM PUMP, E j 2. ELECTRICAL WORK TO BE INSPECTED BY D1 ,6 ) RONALD J. CADILLAC, PLS, RS i WIRING INSPECTOR. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN 3. ALARM TO BE LOCATED IN HOUSE. oU 4, PUMP TO BE CAPABLE OF PASSING P.D. BOX 258 1-1/4" SOLIDS AND INSTALLED IN STRICT WEST YARMOUTH, MA 02673 CONFORMANCE WITH MANUFACTURER'S c1/ 2I/� SPECIFICATIONS. w" HEALTH AGENT APPROVAL DATE (508) 775-9700 PAGE 1 OF 1 5. USE MEYER MW50, 1/2 HP PUMP, OR 02001 BY R.J. CADILLAC EQUIVALENT. i i