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HomeMy WebLinkAbout0108 GREENWOOD AVENUE - Health ,6 GREENWOOD AVE., HYANNIS �j�� 'VKEr Town of Barnstable Barnstable * Board of Health I�' BARNSTABLE, *A� 200 Main Street, Hyannis MA 02601 2007 0,59 TFD MA'1 A Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi November 30, 2015 Ms. Jeanne Walsh-Fisher 108 Greenwood Ave. Hyannis, MA 02601 RE: Underground Fuel Storage Tank 108 Greenwood Avenue, Hyannis, MA Dear Ms. Walsh-Fisher, During the August 18, 2015 meeting of the Board of Health, the Board held multiple hearings regarding underground fuel or chemical storage tanks which have remained underground for more than thirty (30) years. This hearing was held in regards to your underground fuel tank located at 108 Greenwood Avenue, Hyannis. The underground fuel or chemical storage tank located at 108 Greenwood Avenue been kept at this property, underground, for more than thirty (30) years. The underground fuel storage tank was never properly abandoned or removed. This is a violation of Section 326-3 (b) of the Town of Barnstable Code. After some discussion, the Board voted unanimously to order you to remove your underground fuel storage tank within six (6) months. The underground fuel storage tank shall be removed on or before February 28, 2016. Sin e ely your , Wayn Miller, M.D. Chai an Board of Health Q:\WPFILES\108 Greenwood Avenue Walsh-Fisher 2015.doc TOWN OF BARNSTABLE LOCATION /U Pl-t, SEWAGE# _U o 3?3 VILLAGE /�y/��✓1/� ST ASSESSOR'S MAP&PARCEL 49'9 A/O'taL INSTALLERS NAME&PHONE NO. C,.4 e w i A..t '�,U SEPTIC TANK CAPACITY /f iU (®o u LEACHING FACILITY:(type) (a) l4 t o -ou (C (size) /L Y S- NO.OF BEDROOMS -3 OWNER J o a ✓�✓�� Z tJ a � S� ,. f-� S�[� c PERMIT DATE: 6 '2,9-0-7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Ntl /o' Feet Private Water Supply Well and Leaching Facility.(If any wells exist on site or within 200 feet of leaching facility) r Feet Edge of Wetland and Leaching Facility(If any wetlands exist _ within 300 feet of leaching facility) Feet FURNISHED BY L P,730 &C4 w 3 M C rw7 D Sl� S r� No. .DC� Lv Y Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for �Digogal *pgtern Con0truction Permit ` Application for a Permit to Construct(' ) Repair O Upgrade(r Abandon O ❑Complete System ❑Individual Components Location Address or Lot No. /0 9 F''ree.-W."d Owner's Name,Address,and Tel.No. -Yew r wt4/14 14ri#44ts 17,OVt.r Assessor's Map/Parcel F"'P..)&-r Installer's Name,Address,and Tel.No. C-qf w`'4 Designer's Name,Address and Tel.No. T(,• Ot i m-e of,`_ C,4,t",?Le ,*tom o L S'b8 '7 3 0 3 77 Type of Building: Dwelling No.of Bedrooms Lot Size 1 3, 7 9 3 sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3;3() gpd Design flow provided 3 31 -S— gpd Plan Date (,o U Number of sheets Revision Date Title Size of Septic Tank &s 1S477 . IOM Type of S.A.S. Z ,SOO lot, Cc. Description of Soil �1[ice /411 P 3 2! Nature of Repairs or Alterations( nswer when applicable) �(s,4,� pth 133 •u/ ��-?j�si� 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 th. Sig d Date 0100 Application Approved by Date g Diie C'7 Application Disapproved by: Date for the following reasons - Permit No. b —:37,3 Date Issued a—ii /60 375 No. .I9OV 11 Fee _. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for 6p5tem Con0truction� Verrrtit Application for a Permit to Construct( ) Repair( ) Upgrade M/Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. /07 Gr ee iw4td A vC Owner's Name,Address,and Tel.No. Tedep .e WA/S4 ryenr�,S 46t r _ 1 6 6ite.:�.wcl eaw Assessor's Map/Parcel Installer's Name Address,and Tel.No. C'a��J�`�'r +'P''��e1 Designer's Name,Address and Tel.No. ° t c• Eft�t i-e er• J `lL� �dZ� af- (bx 763 Z8SY 4/-0"�. V, K, 01 Q.. Csea,�t ti ll� OW o 2 0 LSb8 a 3 V 3 97 t Gv�reil w Type-of Building: { �A ,r Dwelling No.of Bedrooms Lot Size 13, 7 9 3 1 sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) ' Other Fixtures Design Flow(min.required) gpd Design flow provided 3 • .�� gpd Plan. Date (a�Z - ?,00t Number of sheets Revision Date Size of Septic Tank �S f 7q t- pro Type of S.A.S. 5-bp S/A, Description of Soil K'09— /4k 4 3 2 Nature of Repairs or Alterations( swer when applicable) �„IC� �f h, 1+C Tb t14W 5oY, Date last inspected: t Agreement: The undersigned agrees to ensure the construction and maintenance of the afore de bribed 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 Hg<th. � Sign d Date Z d— Z 010 Application Approved by Date C� Application Disapproved by: Date for the following reasons u �3. Permit No. 3 7,=3 Date Issued p o�-� U THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance . THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded (V) Abandoned( )by at JA 6/P.B,r,c../aa4 44te has been constructed in accordance p with the provisions of Title 5 and the for Disposal System Construction Permit No. �7'��3 dated p �� Installer ZAu&/,,& a7 toel-,;ej (.•" Designer I:(. #bedrooms Approved design flow gpd The issuance of this permit shaf not IVconstrued as a guarantee that the system f nction as desig.'ed. b Date Inspector _ -----� No. Feed THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS ;igpoal *potem Construction ermit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ) Abandon ( ) System located at 109 (b/t e v wond 4 l e •�TA06 0� and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the dat of this p i Date j �� © Approve SEP-10-2007 04 :25 PM JCENGINEERING 508 273 0367 P. 01 U=j U*I*PpC)amain QlmRdjim„►td b 01 UK �r 711Ib/ MAMMIS:$ MAN •,gonna of mougisep Aq)pq.n paw zo uozpu►va uvld s0011e1"ax pol OlIn M o0 ooav m n 145 O 3�I'lt. � 3 eZ q� 1ub®M10 ivavod a/Auli o u0proolol p�apWA flag,jo Sys M 3o tUMOo o=TwIl .Oi �aa a't S IO�LQ TM 0 a _� �. .'� j[e3s�{ 691Y1 OAO� �t�pi�Q,Y 'a29�F1f�8 opdDg 00 IM Ip :1 O;dOi.TO f puv XOQ Q MMITP aq3 a uorp,got vi l=lvt n gow NoSuvqo,pbnatddv:oupu 6pn atq fcvur gfl;�rrs, RifYsvP arc{ °� Tngsooa� 1par��msgtts p 3gvt n& aAogv pa=A;u OAS OpdQg ocnNtp 40M.1 Aq umv n8lsap p Qo pmq nH p�nn,v�aa a1) Rol ieWwAv Ondos V>4 wa gum a: -_�-- L x o .8"App� , �t„av���,7 I�SR? riratPAY Salt► ���� ��„��a o�- :ai���Bai "'".��'��j,as v�u�.�._ :rlvo��(X dQ6�'066.80t � d "9019"0; A90 i09$9' w`otIvAg%Mqs um 00''C �oQ`�sr�o�lt B�taq,� UOIlF (F 01=13 OlIgua 4D aa�natag �o}#r{n a gvlgujv(t jo utA -L £6 3Jt7d 'cart 6t %n;wrr)rW,,4, r a'rr,r_ar",_raPr. ' i Town of Barnstable Health Inspector �oFtHe r Office Hours hP ti� Regulatory Services 8:30—9:30 Thomas F.Geiler,Director 1:00—2:00 * BARNSPA MASS. i639• Public Health Division �0 AIFD I^a�A Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 AMNESTY PROGRAM APPLICANT — SEPTIC QUESTIONNAIRE 1. General Information: Size of Property: 3 Address: I M' 6y-p er)W6e)6( Map,23-ei Parce4a—;P- Name: _-c V1 Y�Q� �fil,l�'l� -f Ir S V1RAI- Phone#: 2a. How many bedrooms exist at your property now? 2b. Are you planning to add any bedrooms? �{0 If yes, how many? 2c. How many bedrooms total are proposed at this property (including the amnesty unit)? 2d. Please include a copy of the floor plans for the entire property - showing the existing rooms in the home plus the proposed amnesty apartment and/or addition. Please label each room clearly on the plans. 3. Is the dwelling connected to public sewer? YES or NO If the dwelling is connected to public sewer,skip questions#4 through#9.below. 4. Location of dwelling is INSIDE or OUTSID a Zone of Contribution to public supply wells? 5. Is the dwelling connected to an ONSITE W or to P BLIC W)ERA I 6. Is a disposal works construction permit on file? BS N0- 6a. If yes,how many bedrooms were approved according to this permit? Brooms;: N 7. Were any building permits obtained for construction of additional bedrooms? �',?ES of- NO:� ui 8. Is there an engineered septic system plan on file at the Health Division? ES or NOS 9. Has the septic system been inspected by a DEP certified inspector 'Within-the last two years? Y S orb N(�; FOR OFFICE USE ONLY The Public Health Division has no objection to 3 bedrooms,at this property. Special Conditions: Signed: Date: Z Q;/health/wpfiles/amnestyapp 0,reo- _ d 1( rJiA dOIJ 4 O ood fVd-fte 'C 0Y�s�y-v cfi cm ® v, .s I a-6 (ro Y-w,.eA oA a g��> 331 f3` 3 E DR-00 n� -Di N)-N 6 A 2 Ep 0 0 { 6AT14 L�V n Ra�r't W��w LAvQaRy oorvA ui e/1 \6y"�-eR ui a .5 ' Ave a v,6 M6U a L T i ON .. 100 SEWA PERMIT ?' �`a No. ' AA -VI LoC ZZ U / / `ahk) ,IS INSTALLER'S NAME 9 ADDRESS J. CRAM s U I l D E R OR OWN"ER d j viE�e :23 DA T E PERMIT IS S ) ED DATE COMPLIANCE ISSUED ! 0. 4� . 1 /o c ! 5p L�'= ��rV1 1�T�Gh ell a - p r HYANNIS DIRE DEPARTMENT 01 95 HIGH SCHOOL ROAD EXTENSION HYANNIS, MASS. 02601 RICHARD R. FARRENKOPF /n.. BUSINESS: 775-1300 CHIEF Smoke Oetectom Save Rived EMERGENCY: 775-2323 June 8, 1990 TO UNDERGROUND STORAGE TANK OWNERS:- '/ Jam,. • This Department is awa-Fe that you""have,an underground tank at`,your property which is. over twentyy(20 years old. According to Federal,' State and Town -regulations arrangements�musi be made. for the "removal of` these `.tanks. We suggest that prior to emptyingF-your ` presentunderground 'tank you look into having a replacement tank"Jnstalled in""the basemenor -outsire ,the premiases, after-.which time -you wily have a period of two';years to ,remove. the underground .tank."' We have been infogrmed b �some: residents ,that the underground tank at ,their property "has been-abando ed and is not in use. These :;tanks shall a removed' as soon: as pop ible�— 1, Please do not, hesitate .}o contact this Department if we- can be of furthert�`` assistance or °ifs y�o sw(oild 3Slike a listing of some of the underground -.tank removal companies r � f Sincerely, F A _ i 'RICHARD R. FARRENKOPF, Chief ( ; _.-- Hyannis Fire Department RRF/dl CERTIFICATION COMPLETION Date.fit?� �6 . To: Head of Fire Department Subject: Certificate of Completion—Installation or Alteration of Fuel Oil Burning Equipment The undersigned hereby certifies that the installation (or alteratiot}� aY fuel burning equipment made under authority of permit No. .�. ..' dated 11 •� •�- issue y o an app1 ing to a installation fo_ FEt•,i� [r� a�l�Jbeen made in accordance"with provisions of Chapter'148,G.L., and regulations made under authority thereof now currently in effect and pertaining thereto. Furthermore, this installation,has been tested in accordance with such require- ions as to its use and' ments, is nowh in proper operating.ave b on and complete ins en furnished to the iperson (or persons)tfortwhom the installation maintenance was made. ubmitted for record: The following data applying to such installation is s BURNER Name ModelbNo:.or Type .__.___ ..._. -__ ._..- _.. fuel oil To use not heavier than _ - - -- ----- GE A STORA TAN _.. apacit 75 f" gals (or) Size --•• Type J _._. _ ..___. Location f a/�Plh, Gv ..........._._... - CONTROL Type (automatic or manual) Automatic shut-off valves. at burner & tank: Installed by Manual shut-off valve at tank _.. :- ----- -=---- (additional safety devices) Sellenoid—Ferematic. B ii • 4 LOCATION S E M A PERMIT NO -od 1/ `anv� sS -D O�J �I INSTALLER'S NAME i ADDRESS J. CRAIG MEDEIROS V-Koo I A9 Corporation Street BUILDER OR OWNER Hyannis, Moss. 775 uc:23 DAT- E PERMIT ISSUED DATE COMPLIANCE ISSUED L Y c O G � � O a ` o o 3-. �No.-_ r Y � Fps... ..._ ................ THE COMMONWEALTH OF MASSACHUSETTS `'+ BOAR® OF HEALTH n ^� _...----....OF....................................... ApplirFation for Uhipvii al Works Zonstrurtion ranfit Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal System at: /��• /S Lo tion-Address or Lot I� ..............................' �� ., a..... Installer Address U Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria a Other fixtures .....--••'---•-•--•----•--•••••• - W Design Flow............................................gallons per person per day. Total daily flow......................__.....................gallons. WSeptic Tank—Liquid capacity............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 ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a •-• -•--•-•------••--•-• •--•-•--•--•-••--••--•••-••-•'•....................•---•........................................................................ 0 Description of Soil........ x ----- ------------------------ - x -------------------------------------------------------------- ----- •-•---••-••-••••'-----'•-•--•--••••-•----••---------------••-••-•-•---•.. ate: --- ---- U Nature f Repairs or Alterations—Answer hen applicable._....../.V-# Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITL Z 5 of the State Sanitary Code— The undersigned further,agrees not to place the system in operation until a Certificate of Compliance has been . ed by the board of health. Sign S- -• ........... Application Approved BY 'l�....................•- ... - ?' ............ Date Application Disapproved for the flowing reasons-----------------------------•----------•--------------------•---------------•-................................. •-•---•-•-•-...•-•••...-•------•-...-••--•--------------•-•-------•---•--'•-----•._.....---•'••-•••--•--•------•••--•...-•--'--•----•-••-•............--•--•.......................................... Date Permit No..I.-...nd.f..-----•-•--------------- Issued_...-"------ .. . .. Date r1 2 ,r FEs... .... .. No................_....... ,�� ........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . - Appliratinn for Diipngal Workii Tnmitrnrtinn lirrmit " Application is hereby made for a Permit to Construct or Repair 'an Individual Sewage Disposal System at: .. .. .. � ,+'� ✓°� .�... ... �. / Loc tion-Address / or It ............................... ...................................................... �........__ s / Owner e�ZAddress a ..................................................7•........... ...•.. ...._�..:?...... � Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms.__..._�...............................Expansion Attic ( ) Garbage Grinder ( ) '4 Other—T e of Building No. of persons____________________________ Showers — Cafeteria Pa Other fixtures ------------------------- -•-• . W Design Flow............................................gallons per person per day. Total daily flow..................................._........gallons. 64 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ 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 ( ) '-� Percolation Test Results Performed bY.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground•water..__..._............._.. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ --- ----------------•-••. --.... . ---------..............-•------...----------------_.... ••-•--•.......--••--•--•••-•.•-•--- Description of SoiL...__.____._ ..Y�.._ x car j--------------------------------•-•--.....------•--• ---.. ......................................................................................-•----........ x ............................................................... ''�............................................................. - �w = ';� ------ U Nature of Repairs or Alterations— nswer en applicable_-______. ��------ Agreementu The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT1Z 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ` ...... r am==t ^ �==------... _.._.._._ .E. ....__�___. ^"j' /Davey A lication Approved B ....... / / .....___ "_ :.! '.`"' PP PP Y - -----------*i;�;i'---------------------------------------- Date Application Disapproved for the !lowing reasons-------------................................................................................D•---............_ ......................................................••••---------•----------•................•--------••••-•--•-----•••-------••-•-••-•-•--••-----------------••-•--...--------------------------•••- Date Permit No.... ......................... Issued........2' ... Date - 4 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .. ................O F...... `.�y.......:: -." ` ............................. w (9rdifirFatr ,af ToutpliFanrr THIS Iff CERTIFY, That the Individual Sew e Disposal System constructed ( ) or Repaired st er J at.. r ' '' a '��� '�' t / fir ' " ...; . has been installed i accordance with the provisions of TITL" 5 of T e SState Sanitary Code-a des abed in the application for Disposal Works Construction Permit No.-_- dated-........ �k--------------------- THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SA ISF TORY. DATE....................•---------......._.. = = = ..................... Inspector.......................... "" =-------------------------- THE COMMONWEALTH OF MASSACHUSETTS d 35S% BOARD dK! HEALTH ..........`.... `.. ,r t No ...... FEE........................ to Construct ) or Repair (I ) an s! � •t +c'..`-•.............•-•---••-•--•-----....• Permission is hereby granted....._: .j.... ,�. F.._._____ _... -� W Individual Sae age Disposal System ------------- as shown on the application for Disposal Works Construction Permit No.................... Dated....__...__ ...... ----••------••-••---•---•-•••-------•---• '....................................................... Board of Health DATE----------- ...................................... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS -- i - ------ ------------------------- FINISHED GRADE OVER TANK EL. = 30.61± PROVIDE PRECAST CONCRETE FINISH GRADE OVER D-Box= 29.7'± - FINISH GRADE OVER CHAMBERS = 29.7' - 29.4' TOP OF FOUNDATION EXTENSION RISER WITH CONCRETE SLOPE @ 2% MIN. OVER SYSTEM GENERAL NOTES ELEV= 31 .6'+ COVER TO WITHIN 6"OF FINISH GRADE CONCRETE RISER AND COVER 3/4"TO 1-1/2" DOUBLE WASHED STONE TO 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION OVER INLET AND OUTLET COVERS. TO WITHIN 6"OF GRADE 4"SCHEDULE 40 PVC MIN SLOPE 1% ACCESS BOX WITH COVER TO GRADE CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL I FINISH GRADE 5"DIA. OUTLET(S) (SEE NOTE#21) @_END. EL.= V_ARIE_S 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE IN.ACCESS COVER PLACE RISERS ON ALLDESIGN ENGINEER. (TYPICAL FOR 3) PROPOSED 4" TOP OF SAS = 27.08' CHAMBERS WITH PVC SEWER PIPE 9"MIN. INLET PIPES TO 6"OF 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING 1­ 26.25 36"MAX -\ I EXISTING BREAKOUT EL 26.75' SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE SEWER PROVIDE WATERTIGHT J 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6" 3" 3"DROP MAX F_ PIPE 2"DROP MIN 3' 9" 1 JOINTS (TYP.) ELEVATION =26.75' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A C21 4"PVC IN FROM L___ _Q 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. 10" SEPTIC TANK 4" PVC OUT TO 0 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. "I FROM 14- *27.4'± TANK LEACHING FACILITY C:> 5. SL OPE LOPE ALL SOLID PIPE AT 1.0% MINIMUM. pp CONTRACTOR 00 6CC::)1 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 12" CONTRACTOR CONTRACTOR SHALL L 2' C> <:>C:> 1 26.57' 00 OUTLET TEE MIN. 26.40" SHALL VERIFY SIZE 48" VERIFY CONDITION OF D C%D CDC:> 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 00 AND CONDITION OF EXISTING TEES 22"ZABEL FILTER --------- 6--CRUSHED STONE FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS MODEL#Al 801-4x22 OVER MECHANICALLY 00 L<D8D NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE AND DESIGN ENGINEER. PE E E E =Tc'�C'D = 4 5 OUTLET DISTRIBUTION BOX ' 8.5' (TYP) 3.55' 4.9' 1111 3.551 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 30.00' ESTABLISHED 25' TO BE INSTALLED ON A LEVEL STABLE < 18.37' (TYP.) ON A NAIL SET IN A TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= 24.25' 12' 1 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 2 - 500 GAL CHAMBERS MIN. CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT . CROSS SECTION VIEW 5' 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TYPICAL CHAMBER PROFILE CHAMBER DETAILS TO THE DESIGN ENGINEER. SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL------ NOT TO SCALE *CONTRACTOR TO VERIFY NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE WATERTIGHT. -- ---- --- --- ----------------- 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM S-f TEST PIT DATA APPROPRIATE AUTHORITY. k4Y NNID Lpsokff) INSPECTOR: Donna Miorandi 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE EVALUATOR: Michael Pimentel, E.I.T. EXISTING WATER LINE THEY SHALL WITHSTAND H-20 LOADING. _____/_(APPROXI MATE LOCATION ONLY: j DATE: June 29, 2007 CONTRACTOR TO VERIFY) 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. ✓ ZONE 11 . TEST PIT#: 1 \ �� ELEV TOP 29.3' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE - 0.()0V4 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. GE OF QP ELEV WATER < 18.47' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ED A%).00 LID FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). LID PERC RATE < 2 Min/in 0 1 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN G 1 DEPTH OF PERC 32"-50" cri I SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. Co ou TEXTURAL CLASS: 1 16. PROPOSED PROJECT IS LOCATED WITHIN: EXIST. WATER SERV'ICE ca ASSESSORS MAP 289 PARCEL 122 3 C) (APPROX. LOCATION- TO BE z CY) OWNER OF RECORD: JEANNE M. WALSH-FISHER VERIFIED, IF NECESSARY) 0- 011 29.30' DRIVEWAY Fill ADDRESS: 108 GREENWOOD AVENUE PORT APPROXIMATE LOCATION; 8" 28.63' HYANNIS , MA 02647 05 IZ) TO BE VERIFIED BY FEMA FLOOD ZONE - C CONTRACTOR B Loamy Sand COMMUNITY PANEL# 250001 0006 D 10 Yr 5/6 #108A 17. DEED REFERENCE: EXISTING 32' 26.63' BOOK 12974, PAGE 246 1-BEDROOM Perc 2� DWELLING 18. PLAN REFERENCE: 501, 25.13' PLAN BOOK 89, PAGE 155 (SLAB) 0 MAP 289 CONrCRETE-PAD HC2 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. PARCEL • HC1 • • • 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY MAP 289 5 4 --- - Medium-Coarse A FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY C FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. a. Sand PARCEL122 2.5Y 6/6 21. A 4"PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A 13,793 S.F.± (Loose; <5%Gravel) DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A 4 77%i� 0 EXISTING 1000 LOCUS PLAN- REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. GALLON SEPTIC 0 TANK TO BE UTILIZED (2) SCALE: 1"= 1000' f --------- o. ---------- 130" 18.47' LEGEND 25 No Mottling, Standing or Weeping Observed #108 50 EXISTING CONTOUR EXISTING 2-BEDROOM (CRAWL SPACE) 0 DWELLING DESIGN DATA T ES T PIT DA T A 50 PROPOSED CONTOUR G) 0 TOF 31.6'± ' \ 0 PROPOSED 2-500 GALLON O/H/W EXISTING OVER-HEAD UTILITIES Z _P Donna Miorandi NUMBER OF BEDROOMS 3 (FULL BASEMENT) LEACHING CHAMBERS INSPECTOR: (3) -W W EXISTING WATERLINE EVALUATOR: Michael Pirnentel, E.I.T. 0 DESIGN FLOW 110 GAUDAY/BEDROOMO DATE: June 29, 2007 0 Z \ / TOTAL DESIGN FLOW 330 GAUDAY -X-X-X-X-X- EXISTING FENCELINE c __U \ z (5) PROPOSED TEST PIT#: 2 0 H.. 660 GAUDAY DESIGN FLOW X 200 % DISTRIBUTION BOX TEST PIT LOCATION 0 OIL T K AND ELEV TOP 29.2' VENT 0 1 un- 0- �P' USE EXISTING 1000 GALLON SEPTIC TANK ELEV WATER= <18.37' LP LP EXISTING LEACHING PIT m / SHED PERC RATE DEPTH OF PERC 10 01 EXISTING 1000 GALLON SEPTIC TANK INSTALL 2 - 500 GALLON CHAMBERS TEXTURAL CLASS: 1 PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE SIDEWALL CAPACITY 1-10 _4 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) GAL/DAY 1 0. 29.20' 0 PROPOSED DISTRIBUTION BOX lilt 14-79-00'()0"F EXISTING LEACHING PIT TO BE (25'+ 12')(2) (2' ) (0.74 GPD/S.F.) 8- 28.53' 109.5 GAUDAY Fill PROPOSED 500 GAL. LEACHING CHAMBER A45.0 PUMPED AND FILLED WITH CLEAN, COARSE SAND BOTTOM CAPACITY MAP 289 (LENGTH x WIDTH) (0.74 GPD/S.F.) GAUDAY B Loamy Sand 10 Yr 5/6 Benchmark PARCEL124 (25'x 12') (0.74 GPD/S.F.) 222.0 GAUDAY Nail in Tree 32" 26.53' Elev. 30.00' REV. DATE DESCRIPTION Approx. M.S.L. TOTALS: TOTAL NUMBER OF CHAMBERS 2 PROPOSED SEPTIC SYSTEM UPGRADE 29/ TOTAL LEACHING AREA 448.0 SQ.FT. PREPARED FOR: MAP 289 TOTAL LEACHING CAPACITY 331.5 GAL./DAY CAPEWIDE ENTERPRISES PARCEL123 C Medium-Coarse Sand LOCATED AT 2.5Y 6/6 108 GREENWOOD AVENUE (Loose; <5%Gravel) HYANNISPORT, MA 02647 SWING-TIES DESCRIPTION HC1 HC2 130" 18.37' SCALE: 1 INCH = 10 FT. DATE: JUNE 29, 2007 0 5 10 20 40 FEET I I I No Mottling, Standing or Weeping Observed LEACHING CORNER(1) 15.0' 25.2' ------------ PREPARED BY: LEACHING CORNER(2) 29.2' 15.7' NOTES: RESERVED FOR BOARD OF HEALTH USE CrIU ?Cf'iLL JC ENGINEERING, INC. LEACHING CORNER(3) 36.8' 27.4' 2854 CRANBERRY HIGHWAY 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH LEACHING CORNER(4) 27.0' 33.8' SEPTIC SYSTEM COMPONENT. EAST WAREHAM, MA 02538 DISTRIBUTION BOX(5) 1 29.0' 30.2' 1 SITE PLAN- 508.273.0377 2.) PROPERTY IS NOT LOCATED WITHIN AN AQUIFER PROTECTION DISTRICT. Drawn By: BSM Designed By:BSM Checked By: MCP JOB No.1228 SCALE: 1"= 10' ----------