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HomeMy WebLinkAbout0150 CONNEMARA CIRCLE - Health c 150 —onnemara,Gircle c - is-.. .. yr - • - r. .'��L O � r - r. • , - , a °. •. ' ,+ .. .+ n - a,. � ., r .. a p Barnstable :1 °pINETOky Town of Barnstable Regulatory Services Department A"me`caC j RA RNSTA BLE, I MASS. ( Public Health Division O �039, °pTf0 MAI 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.GeiIcr,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTTIFIED MAIL 7008 3230 0002 5178 0929 December 17, 2009 Susan J. Francis 4454 Pro Am Ave. E. Bradenton, Fl 34203-3403 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000, STATE SANITARY CODE II—MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE CODE CHAPTER 170. The property owned by you located at 150 Connemara Circle. Hyannis was inspected On December 2, 2009 by Jaime Cabot, R.S. Health Inspector for the Town of Barnstable. This inspection was conducted on the basis of a complaint. The following violations of the State Sanitary Code were observed: 105 CMR 410.300 & 310 CMR 15.00—Title V: Septic system (permit# 2005-181) Permit is only for 2 bedrooms; 3 bedrooms observed. 105 CMR 410.482- Smoke Detectors: No Carbon Monoxide Detectors provided in the dwelling and smoke detectors not maintained in working condition. 105 CMR 410.602- Unsanitary Conditions: Animal feces were observed on the cellar floor. The following violations of the Town of Barnstable Code were observed: 170-4— Certificate of Registration. Rental property is not registered with Town of Barnstable Health Department. You are ordered to correct the violations listed above within twenty-four (24) hours of your receipt of this notice by installing smoke detectors, in.accordance with Massachusetts Fire Codes. You or the occupants are ordered to correct the following violations with in seven (7) days of receipt of this notice by cleaning all areas of the interior of the dwelling that are contaminated by animal feces. You are directed to correct the violations listed above within thirty (30) days of your receipt of this notice by removing the 3rd bedroom with no second emergency exit by constructing a five (5') foot cased opening in the door way and applying for building permits to do the work. You are ordered to register the rental propert y with the Health Department within ten (10) days of your receipt of this notice. 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 a fine of$100.00 per violation. Each day's failure to comply with an order shall constitute a separate violation. Should you have any questions regarding the above violations, please contact the Town Health Division and ask to speak with the inspector who performed the inspection. P OF T E BOARD OF HEALTH an, R.S., CHO Direr or of Public Health Town of Barnstable Cc: Michelle McKinstry TOWN OF BARNSTABLE , LOCATION ��h/l�°/�7/11Cf} �2.e SEWAGE # 26_L_5 1, VILLAGE Z ASSESSOR'S MAP Bt,LOT INSTALLER'S NAME&PHONE NO.�f //lGC� r/✓��/L ��. Jc2��o�� ' SEPTIC TANK CAPACITY '® LEACHING FAcu rrY: (type) NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of-Leaching Facility - Feet Private Water Supply Well and Leaching Facility (If any wells exist on'site or within 200 feet'of leaching facility) Feet Edge.of Wetland and Leaching Facility(If any wetlands exist Within 300 feet of leaching facility) Feet Furnished by . � �' � 4. W V_ 4 ` \r i, T � ® , �� O � � � � �� � �� ., ® o ",:� ' � �� ., �� � � � ��1 x Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, M'ASSACHUSETTS 2pplication for 32liqo0ar *potem Cougtructton 3permit Application for a Permit to Construct( . j Repair(X Upgrade( )Abandon( ) O Complete System Kdividual Components Location Address or Lot No. (56 �n C.- Owner's Name,Address and Tel.No. I \\ t e,c`f1�S 1 M(? ^juSF) J 1�,b9i6S Assessor's Map/Parcel oZ � S A s Installer's Name,Address,and Tel.No. �"l�—a�p Designer's Name,Address and Tel.No. S%Nfw �'`�C't t'rWAA310a ltrt Type of Building: Dwelling' No.of Bedrooms o� �3 tslt of Size sq.ft. Garbage Grinder(N f Other Type of Building NnrnQ No. of Persons J- Showers( VCafeteria Other Fixtures l-t!c� k-L-k-cT-en 5 urI--t - LIT Design Flow 1Jbp gallons per day. Calculated daily flow r;b gallons. Plan Date-4.T c)S Number of sheets Revision Date Title \� Size of Septic Tank (E�t%,S'T t o©oo C n\ A cx—A< Type o .A.S. (:R - 56 C►ca„A Description of Soil o t ncn Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: a 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 Ep4i•onmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued t 's Boar ealth. Sign �`— Date � e T Application Approved by9) Date Application Disapprove or the following ons Permit No. Date Issued r ti...1-..�-.-7-:+w�..rd�:✓.iYr.!�,�, A�s_.ry :.^'t h'� �P.,y'.9v.J�'+sy..u'v,� -.' ,P�'�.gw--�-.�v'. '-�...-.-tiw-.i i'+4�yr•+-.�a ..-.r��71":.�-,.:�-.c.+F+"_ . �V Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: w �;? a Yes PUBLIC HEALTHDIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIpprication" for Miopont *p!gtem Conotructton Permit Application for a Permit to Construct( , j Repair()<Upgrade( )Abandon( ) ❑Complete System '06dividual Components Location Address or Lot Nodress and Tel.No. Conte-rncm C,e -�3u,5F) j No9Es 4eM�S M� Assessor's Map/Parcel 1 a SAME Installer's Name,Address,and Tel.No. �"l _a Designer's Name,Address and Tel.No. M P+.� S`�� t�A¢uJ�C H �M� Jam' �C�I'�C► . Type of Building:. Dwelling No.of Bedrooms 61 LA-e66), Lot Size _sq.ft. Garbage Grinder(N/A Other Type of Building N g fop No. of Persons J:: Showers( tKCafeteria Other Fixtures Design Flow 7)? gallons per day. Calculated daily flow 3`1�1= ) gallons. Plan Date Number of sheets Revision Date i Title Q G Size of Septic Tank F,ckSly inr,c, c+. n\ -k-r^K Type o S.A.S. ,a - Description of Soil I Q.C_ C-Awam Nature of Repairs or Alterations(Answer when applicable) rT�� Y •x't,4t w Date last inspected: \ Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system,, kn accordance with,the provisions of Title 5 of the Eft onmental Code and not to place the system in operation until a Certifi- " catebf Compliance has been issued b is Boar o"lealth. { 4 SiendaN 4 Date 9 } .Application Approved by _ ��' /I r Date Application Disapprove or the following�e7a cons 4� V b Permit NoAMb Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate-of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( )Repaired ( K-Upgraded( ) Abandoned( )by S 1_ at _ 1 C'o t,n4A�r �; I has been constructe in accordance"with the provisions of Title 5 and the for Disposal System Construction P'emfut No. v5� � dated Installer Designer ��aM The issuance of this��e t shall not be construed as a guarantee that the systems n�stionkas designed. Date /t-/ �i Inspector \ _ w ----------_.—.—_—.—.— —.----------_—.--------___. _. . . . No. Fee_7�!�r_[ /✓ Vj- v t/ THE COMMONWEALTH OF MASSACHUSETTS ,,.. to, 1 PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS . Mi!5pooal *pgtem Conaruction Permit Permission is hereby ranted to Construct )Repair(ft)Ag Upgrade( )Abandon( System located at tr u /I I v % l i / r 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: Co structioA must be completed within three years of the date of thi erm't.- + Date: /�,� r Approved by r TOWN OF BARNSTABLE fi LOCATION 15-b eel- l)V R. SEWAGE # VILLAGE ASSESSOR'S MAP LOT INSTALLERS NAME&PHONE NC d SEPTIC TANK CAPACITY—U®� LEACHING FACII.TTY: (type fie). NO.OF BEDROOMS BUILDER OR OWNER S�� �reGe S PERMTTDATE: COMPLIANCE DATE; Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or 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 F i. 3 F � F 9/16/03 Notice: This Form Is To,Be Used For the Repair Of Failed Septic Systems.Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I, hereby certify that the engineered plan signed by me dated concerning the property located at - t.�Cancc, meets all of the following criteria: • This failed system'is connected to'a residential dwelling only. There are no commercial or business uses associated with'the dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or may conduct deep test holes and percolation tests atthe site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. , • The bottom of the proposed leaching facility will-be located no less than five feet above the maximum adjusted groundwater-table elevation. [Adjust the groundwater table using the. Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information) 3�Q B) G.W.Elevation .15 +ad 'ustment for hig h o.w. DIFFERENCE BETWEEN A and B i SIGNED VU DATE: NOTICE Based upon the above information;a repair permit will be issued for bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic system plans. q:\,Septic p XMM.doc IR Permit Number: Date: Completed by: HIGH GROUNDWATER LEVEL COMPUTATION Site Location: S© l tQ. 4t4owlC1 S Lot No. Owner: As>3-soA Address: Contractor:. lt�e�a �nc,- C�, Address: � .1�nm�,. , U••(�C Notes:_ -4p— 1 STEP 1 Measure depth to water table . tonearest 1/10 ft. .............................................................................. .Date mont /day ear STEP 2 Using Water-Level Range Zone and Index Well Map locate site:and determine: OAppropriate index well..:........................................ ►� OWater level range zone STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to water level for index well ........................... 65 mo h/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water•level zone (STEP 28) determine water-level adjustment ......................... ............................................................ p. STEP 5 Estimate depth to high water by subtracting the water• level adjustment (STEP 4) from measured depth to water levelat site (STEP 1) ....................... .......................................... ,3 h Figure 13. 'Reproducible computation form. 15 Town of Barnstable Regulatory Services Thomas F. Geiler, Director • BARNSfABIA ' • . Public Health Division sec +A Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 5/04/05 Designer: Shay Environmental Services, Inc. Installer: Rodney Fisher Address: P.O. Box 627 East Falmouth Address: 476 Main Street MA 02536 Harwich, MA On 4/29/05 Rodney Fisher was issued a permit to install a (date) (installer) septic system at 150 Conemarra Circle, Hyannis, MA based on a design drawn by (address) Shay Environmental Services, Inc. dated 04/28/05 (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. 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 ce ed as-built by designer to follow. I"Of M,gSs O q l o� CARMEN (Ins er' Signature) o� E. - SHAY No. 1181 O/STE��O (Designer's Signa e) (Affix 1)19443pllp Here) 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:Health/Septic/Designer Certification Form SECTION A -A ALL OUTLET PIPES FROM THE 10' min. from "NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.G. Existing foundation house to septic tank Septic tank covers must be CHAMBERcover must be SET LEVEL F Box SHALL BE PROFILE VIEW OF LEACHING SYSTEM lr - CONCRETE COVER D-BOX cover must be SET LEVEL FOR AT LEAST 2 FT, 3 5"OUTLET + ' t? net tti j v TOF = ELEV 100.00 within 6 in. of finished grade g within 6 in. of finished grade within 6" of finished rode - •- Grade over Septic Tank - 99.00 Grade over D-Box - 99.00 ode over SAS - ELEV- 99.00 + 2 �' .._ 9 /I"to I f/S .dwd Lam!3bnx of 1/I•- I/I• IrMd R�fsti - KNOCKDU TS ' INSPECTION cover most be 5.5' OUTLET ;' 12• aJLET �,� S - 0.02 3 HOLE H-10 within 6" of finished grade _ 3e DIST. BOX 3' Maximum Cover Top of SAS-Elev.=96.75 I 6 _ 2 b.- 15t Csgeemsra Cif _.-. - S-0.01 or Greater -15.5'- __ .... � ,n t0' EXIST. - S- 0.010' per toot �y plPg N 0 1,000 GAL. 0 ED C3 0 0 0 0 4" - SCH. 40 Te FROM EXIST. FOUNDATION r- SEPTIC TANK n to 20• n o CD o 0 ED 0 nKi; x i O ' Effective Depth O C3 CD t� O N N o 0 0 units e Bs' = 17' BAN SECTION CROSS-SECTION ,. =a CONCRETE FULL FOUNDAn N H--1 O °°"s°~" `t r0 - 'v a '° m o 4�� f9' 4r , u m Il E 3.S' 5 3.5' 6 inaf 3/4--1 , r ; ; 0 a, 25, 3 HOLE H-10 DISTRIBUTION BOX SYSTEM PROFILE cdnpacted stone ; T o 12' A Effective Length NOT TO SCALE E"-at e r Not to Scale -E _ Effective Vldth C c c m S❑IL ABS❑RPTI❑N SYSTEM (SAS) osgP,xa�rtaeY'ice"w,r®me+t '.H - 6 in.of 3/4"-t 1/2' 5' PROVIDED m 500 - C H-1.0 LEACHING UNITS / WIGGINS PRECAST GENERAL NOTES NOTE: ALL COMPONENTS MUST HAVE RISERS TO GRADE WITH STEEL COVERS compacted atone Bottom of Test Hole 1 Elev.s 88.00 Not to Scale 1. Contractor is responsible for Digsafe notification _-----------_-------__-__-_-__. and protection of all underground utilities and pipes. Groundwater observed - NONE OBSERVM 2. The septic tank and distribution box shall be set INTERIOR PIPING TO BE RAISED AND TURNED BY A LICENSED PLUMBER AND A PERMIT OBTAINED. level on 6" of 3/4"-1 1/2" stone. 3. Backfill should be clean sand or gravel with no -- stones over 3" in size. 4. This system is subject to inspection during installation P E R C 0 LAT I 0 N TEST �+ by Carmen E. Shay - Environmental Services, Inc. l +L J� 5. The contractor shall install this system in accordance Date of Percolation Test: APRIL 21, 2005 �-+� C� /I with Title V of the Massachusetts state code, the approved plan Test Performed By. CARMEN E. SHAY, R.S., C.S.E. Q (� _ and Local Regulations. Results Witnessed By: WAIVER(per Barnstable B.O.H.) l ''/' 6. s during installation the contractor encounters any EXCAVATOR: Shay Environmental Services, Inc. � � wAY) '',, soil conditions or site conditions that are different Percolation Rate: Less Than 2 MPI ® 30" �1 F001 0 installation mustfrom those shown on he soil log o halt & immedia e notification in our be design 40 Test Hole ,_ made to Carmen E. Shay - Environmental Services, Inc. No. 1 I J g� 7. No vehicle or heavy machinery shall drive over the SOILS -ELEV. septic system unless noted as H-20 septic components. DEPTH _ __ _,.___ j 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. Loamy �� �-'" 32 99.00 5 I 10. All solid piping, tees & fittings shall be 4" diameter to YR 3/2 Schedule 40 NSF PVC pipes with water tight joints. 0"-12" A 98.00 ,� / ��'� 11. Municipal Water is Connected to ALL OF The Residence and Abutting Loamy ' Properties Within 150 Feet. Sand I i / � to YR 5/6 , /' ° ,-gg THE PROPERTY LINES ARE APPROXIMATE AND 12"-36" B" 96.00' /�� /i, /�/ PROJECT BENCH MARK COMPILED FROM THE SURVEY PLAN GENERATED BY Medium TOP OF FOUNDATION BARNSTABLE SURVEY CONSULTANTS of OSTERVILLE, MA 7 Op i Sand / / �, � ,,- ELEV. = 100.00 (Assumed) "PLAN OF LAND IN HYANNIS, MA" 2-5 Y 7/4 i r _ DATED DATED JULY, 1972 (PLAN #27099-8 SHEET 2) 3s"-132" C, 88.00 r �� LOT #78 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN i Square Feet 10,0 00 S IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 9 *11 THE SEPTIC SYSTEM INSTALLATION. I t EXISTING LEACH PIT TO BE PUMPED OUT AND FILLED IN PLACE I i LOT #79 NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE EXISTING I FROM THE EXISTING LEACH PIT TO BE DISPOSED 1 2 BEDROOM , I I OF AS PER BOARD OF HEALTH SPECIFICATIONS. HOUSE _ 150 EXIST. 1000 Gal. THERE ARE NO WETLANDS ARE PRESENT WITHIN 200 OF THE PROPERTY Perc #1 I I Septic Tank Depth to Perc: 42" to 60" t , t i I I � � ASSESSORS MAP 290 PARCEL 145 Perc Rate= Less Than 2 MPI 11 I i / i Observed Groundwater = None Obs. I t'�`_�'/' Failed LEGEND i I ( Leach Pit 20' l DENOTES PROPOSED 104X1 SPOT GRADE 2-18' oiAM. ACCESS MANHOLES �l )` �o ASfiHALT 0 8• � t _`DR VEWAY \ ' DENOTES EXISTING Sao x 104.46 EXIST. - ox SPOT GRADE Deck r Pt PROPERTY LINE INLET ^) - ou ET r iII 11 II • .: -i12 9�n� PROPOSED CONTOUR I I TEST HOLE #1 ' III I II - - - - - _ THE ACCESS COVERS FOR THE SEPTIC TANK, 1 I I I ELEV.= 99.00 :.,-,: -97 EXISTING CONTOUR DISTRIBUTION BOX AND LEACHING COMPONENT I 1 1 �•�:--�,-`c :-g+--• r--+--. --:•- SET DEEPER THAN 6 INCHES BELOW FINISHED t 1 I - 1 . 1,`L' :? -.• '. `; " GRADE SHALL BE RAISED TO WITHIN 6. OF I I STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE o I 11 I II ty I t CO I 10. 0 � DEEP TEST HOLE & PLAN VIEW iNsrnLL TtIF-nTE GAS BAFFiEs oR EouAts I II co II 11 \ PERCOLATION TEST LOCATION 1 1 co I 3-24' REMOV I ABLE COVERS 11 II 11 89.65 LOT #76 . " - 6 FOOT STOCKADE FENCE I � 3"_min•clearance-, ::--4-, � ' t3• INLET'T" 6 min. 2" min. Inlet to outlet I I 1 INLET -�-1-- OUTLETmin. L1aTevel I t I5 .7. _ .5, _r P LOT P LAN E g as 1 Liquid depti OF PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR LOT #77 6_o" - I CROSS SECTION END-SECTION S U SAN J . N OYES AT II 150 CONNEMARA CIRCLE TYPICAL 1000 GALLON SEPTIC TANK I / NOT TO SCALE HYANNIS , MA Design Calculation I , A PREPARED BY: Number of Bedrooms: 2 Equivalent to 220 Gal./bay (330 Gal./Day Min. per Title V) I o .Garbage Grinder: No CA RNTY E. ,.SH.A Y t Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) t m . � ENVIRONMENTAL SERVICES, INC. Septic Tank - 2 x 330 Gal./Day = 660 USE EXIST. 1,000 GAL. Septic Tank. i SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch No. a P.O. BOX 627 Bottom Area: 0.74 gal/sq. ft. x 300sq. ft. = 222.00 gallons Sidewall Area: 0.74 gal./sq. ft. x 148 sq. ft. = 109.50 gallons 0 20 40 50 c 8TE EAST FALMOUTH, MA 02536 Providing: = 331.50 gallons gN1TA?0, TEL/FAX : 508-539-7966 Use: (2) PRECAST 500-C UNITS, HAVING A 2'tEFFECTIVE DEPTH, SCALE "1"=20' DRAWN BY: CES DATE: APRIL 27, 2005 TO BE USED WITH 3.5' OF WASHED STONE ON THE SIDES AND 4' OF WASHED STONE ON THE ENDS. SCALE: 1 "=20' PROJECT SD732 FILENAME: SD732PP.DWG` ' SHEET 1 OF 1 I