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HomeMy WebLinkAbout0045 HYDE PARK ROAD - Health 45 Hyde Park Road Centerville r A= 173 —016 - 007 I /J e i a fv l P Gew��n�� ll�e l00 ��I �f No. . Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for 33tg;pont i§p!5tem Cougtructiou 'Permit Application for a Permit to Construct( ) Repair()(4 Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. qy- E lekk PFh/1 1 Owner's Name,Address,and Tel.No. ge-15«1 Assessor's Map/Parcel 1 -7 3 /46_ pp Installer's Name,Address,and Tel.No. •Qlo C'�1 6r�dt�� Designer's Name,Address and Tel.No. L e+Le. PO$a:- ?b3 lisp-1 G�aKty�„ti Type of Building: Dwelling No.of Bedrooms 3 Lot Size / s, S } sq. ft. Garbage Grinder ( ) Other Type of Building �7 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 a gpd Design flow provided gpd Plan Date ?—2?—2jes�9 Number of sheets Revision Date Title Li 4Q� le-ICk }_ ' Size of Septic Tank rY�'S 1��� �� Type of S.A.S. + Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1571C�; j� (j-vlti Tb itt o JAL f vv-P C V4eh k( A 57a2e j 35 Date last inspected: 0!- Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig Date -7 Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issuedv 3` �- No.— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS �Digo.5oY i�pgtem Cow5tructiou Permit v Permission is hereby granted to Construct ( ) Repair ( V Upgrade ( ) Abandon ( ) System located at U� I „�o Q✓�rlk <�.. v -�4 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: Construc i must co m leted within three years of the date of this pe it. Date Approved by v f VM� Fee THE COMMONWEALTHsOF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF B{ARNSTABLE., MASSACHUSETTS Application for Digonl i§pftem Con truction permit Application for a Permit to Construct( ) Repair VQ Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. 7S 4.14 Pq2 l., Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ' -y 3 1/6-1 n f__ Installer's Name,Address,and Tel.No. C, 71 C-�l�i�r�s� Designer's Name,Address and Tel.No. C L4 Zi YO-1.8 Po Zc�l 7 U3 Z$S`l G✓a..,h...r 0'j6.+ Type of Building: - 'I DwellingNo.of Bedrooms 3 Lot Size 1 8�-S sq. ft. Garbage Grinder \ Other Type of Building 5 ! It 64 n-:C7 No.of Persons Showers( ) Cafeteria( ) Other Fixtures 11 �} Design Flow(min.required) 3 3 gpd Design flow provided gpd 1 Plan }Date -L —'Looq Number of sheets I Revision Date < Title yy 4ay � rtti , Size of Septic Tank C,6*5 o1--\, looms g/1 l Type of S.A.S. f> i LQu4c 1... �yeq Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1571C\�14,N /OOP [coo 9 do eu,Mn C"It el i e R 572 ie l ss 6 'Date last inspected: ZO! Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig A ® A Date Application Approved by / 0 Date v Application Disapproved by: / Date for the following reasons Permit No. Date Issued mz THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewa e Disposal System Constructed ( ) Repaired (A Upgraded ( ) Abandoned( )by_�_GIAt°..a,.�A Etil ,0✓",•e5 �.L C_ at L4 !�kc (�aR� C_.,,. - a hasbeen construct n accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated 6 c Installer G�q pina.cJC x �"L� ,Qf is�) L -t Designer J�,C. (e I #bedrooms :3 Approved design flow gpd 4 The issuance of this permit sha T not be constru d as guarantee that the system wil un tion �s,designed. / Date {/ Inspector ��t/ o TOWN OF BARNSTABLE LOCATION I'D SEWAGE# Zd0 -�L2 g VILLAGE (' H ✓vi I l� ASSESSOR'S MAP&PARCEL \-7 r INSTALLER'S NAME&PHONE NO. cn�w�c rrt ^ C f ZY 4 U Z Sr SEPTIC TANK CAPACITY %uo u it/0 3`F /000 /410 1,�t LEACHING FACILITY-(type) Zo 13 o L�.r r(size) /s r 2 6 NO.OF BEDROOMS 3 lo^kOWNER N��SDyI f' �an o'1^4 Rc.i� PERMIT DATE: '7 ® 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 l�!a(�-e(,rll t�71 '{�f 1 S e 5 &CC ins. A yq.s Jac WAP z . 2 0 y 43 38,y S2 t � 3`�•� g3 �O°° A 5�.s �3S' �9•v A s3 l� q.(o 59 /�d �Z• 3co �s�9 ��L .z •1•own of narnstame Regulatory Services : Thomas F. Geile eAANg"rABLe, r, Director ' ASS 163 Public Health Division rEo" � Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: q- 1-0 9 Designer: SL Encti!2 ink TO Installer: C.ape.uu;& &1tecp�tsr� Address: 2-851 Cccinbecry Ni�hwa Address: - d 130X 7Co3 Cask Woce_�nam Hfr 6253 f3 C �L,,+✓I ��F On_ Z�-ZAo� C r l jet was issued a permit to install a (date) (installer) septic system at y5 N yde_. PacK based on a design drawn by d IC &nc`neect�ci Too . dated :Yu1y 27, 2Uoq (designer) I certify that the septic system referenced above was installed substantiallyto the design, which may include minor approved changes such as ate al reocatio o g he 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 certified as-built by designer to follow. - OF Mqc.,cyG JOHN L. w� o CHURCHILL (Ins ller's Sign ture) JR. ° NIL 118•J7 7 (Designer's Si e) (Affi esigner's tamp Here) PLEASE RETU TO BARNSTABLE PUBLIC HE TH 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 Town of Barnstable P# Department of Regulatory-Services XAftSTABM Public Health Division Date t6 �-,ciej 200:1viain Street,Hyannis MA 02601 Date Scheduled t) Time 7 Fee Pd.-. SOiI Suitability Assessment for Sew ge Disposal Performed BY: t VC �e J ' CS E / Witnessed By: LOCATION& GENERAL FORMATION FLocation, H S 1A,1v" paQ,C 2 e s� Owner's Name Address S�nye sessor Address s Map/Parcel: t 3 lO! L. o 01 Engineer's Name �- _ NEW CONSTRUCTION REPAIR ✓ p Telephone# 1'o 8 `12 F `l o a- it land Use \t6-1 Slopes(go) -3.C� Surface Stones NO it e Distances from: Open Water Body �1 d ft Drainage Way Possible Wet Area i� ft Drinking Water Well A A ft ft Property Line n - �ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) Parent material(geologic) dL4'L/,t Sh . Depth to Bedrock Ny ie Depth to Groundwater. Standing Water in Hole: 116 f I bil Weeping from Pit Face Estimated Seasonal High Groundwater 70 )1 bps Method DETERMINATION FOR SEASONAL HIGH WATER TABLE Used: Depth Observed standing in obs.hole; -in, Depth to loll mottles Depth to weeping from side of.obs.hole: Index Well# in, l3roundwater AdJusttnetlt ft. Reading Date: Index Well level Adj,factor Adj f3rnutldwttter level Observation o wl PERCOLATION TEST bate° r z Og Thne r Hole# / Time at 9" ' �.�5 — DeP th of Perc Time at 6 j�'. q 3 Start Pre-soak Time @ 11 J Time(9"•6') —'.0 - End Pre-soak J S 7 Rate Min./Inch i1,6 M�h/Ih Site Suitability Assessment; Site Passed (/ Site Failed: Additional Testing Needed(Y/N) �1 Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland;you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SP-PTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# J. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones;Boulders. Consistency.°,b vel G- 1 A s rdYF,31� 3 LS .!'o�'9� b 6J 70" DEEP OBSERVATION HOLE LOG Hole# a. Depth from _ Soil,Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% ravel a Ls Z 7a �' f , , DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Orav 1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon. Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi ten 1 Flood Insurance Rate Map: Above 500 year flood boundary No.._ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurrinla 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? - e - ---- If not,what is the depth of naturally occurring pervious material? ..� Certification I certify that on a�+ (date)I have passed the soil evaluator examination approved b'the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 310 CMR 15.017. Signature 6 Date QaSBPTICtPERCFO RM.DOC 17 M- ti. c.,cf 7 r L 0 C. A T ION SEWAC t PERMIT NO. M. S T A L L E P'S NAME & A D.D R F S S MA W7 0 V I L D f R 01 OWN ER ,ILINI- Co. C-e D A. T E P E P. M I T -1 S S U E D t F DAT E C 0 M P L I A N C E ISSUED r 'T w ti At ' i 0o0 3g 3y 3 I� L�� No..-••--• -..__...._ Fzz................... _... THE COMMONWEALTH OF MASSA�GHUt TQ ANL BOARD OF HEALT�1���� "��NSE.rjjq--,C),N c,C r,L............OF........ ., /�Lr- ..... ............................ Appliration for Uispusttl Workii C onstr Permit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: Location.Address or Lot No. ......... ...,.... ......................................................------•---........................_........ Owner Address a ....:: ....- ....... ................... 7 Installer Address Type of Building Size Lotl�.O.e.3 ...Sq. feet ., Dwelling—No. of Bedrooms......................................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—Type T e of Building No. of persons........................ Showers G.i YP g ...--•---.....-•---...----•- P ( ) — Cafeteria ( ) aOther fixtures a ............................................................ Design Flow............../4'2..................gallons per person per day. Total daily flow......... 1.1Z-2............... Sep Liquid Tank-- ga �l�-�--cg accittyallons Lengths! .I-r'. Width;.*-../duDiameter: Depth... x Disp o . o..............� Width....?9. ._........ Total Leng ..Z�5.-_..... Total leaching area_i�!g6.:5;asq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area.................sq. ft. ZOther Distribution box Dosing tank ( ) / Percolation Test Results Performed by...._. ,.._ L3 ��' :! �?...........:.... Date....... .L..�s../�' � 6.4 Test Pit No. 1. _ ...minutes per inch Depth of Test Pit.... Depth to ground water..... r.... f4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ O Description of Soil....2.F.i...L?.F.... /t �._.... ..SL. w� .._ ... 7 , C? .......................... ... or__.....-•11_/ ................. ---- W ....................................... ram-------�'��L.� Lv . . ..................................r �?�.�-�.....>..�...�� U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ....................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of LITLZ 5 of the State Sanitary Code— The undersigned further agrees not to place the system in eration unt' a C tificate of Co ncc has ben issued by the board of health. Signed - ... .. . .........................................0......... .... •- Date APplicationApproved By................... ............:....... . .............. ............0_.. ... ............. Date Application Disapproved for the f ollo 'ng reasons:.............:........................••----.....................---....................._...................... ................................. ............. --.._... ....... ............_..................................................................-..........................Date.............. PermitNo....................................................._.. Issued...................................................... Date 362-4541 926 main street yarmouth mass. 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E.,R.L.S. land court Richard R.Fairbank P.E. surveys site planning October 18, 1986 sewage system designs Board of Health inspections Town of Barnstable South Street permits Hyannis, MA 02601 Gentlemen: On October 17, 1986 Down Cape Engineering supervised and inspected the installation of the septic system on Lot 6, Hyde Park Road, Centerville. The installation, as,- built, conforms to Mass. Environmental Code,Title V and the Barnstable Health Regulations, See attached "as-built" sketch plan. Very truly yours, /?Z. V Arne H. Ojala, P.E. Supervised and inspected by: Carol Young and John Z. Demarest 10/17/86 at time of construction. i I I � 'a \A� DE 30� a= z$•o � A t8•`��' i9 1 A= Z►.4N N t F oA on► �t LoT f N LO-r S - Q ouTtu-_r'az�+-► 40usE 3 LoT 6= EL. F :p. O t wit�C�r To SEPtiL'C2ttl k- g EL. 'rol•�� (TOP OFPINE Q&U-rt ET R-OM sePn C. Tautc. E.t_: ® 1 r.11..�CT 'EO��K• �-• Cc0.6'I �P DF PIPE� -- tlo.ao El.• (.00. '�TDP of Ply © I t�it_ET Tor�W Ft — LEMPi HUHTANEN A . I`1ACFNERNE`( �FFu �T6F,6 Pl�}�' etr. rT0t o f SYSTEH �L. �-rroM ofs'fs M S9.4 5q•4 Lo Et.Ao L. Api. ZED Tant.E= S5.4 4. o.'. Aft je Api s wa.M2 JOB # 84-198 CERTIFIED PLOT PLAN 6HOW(t,4q "n.s r3ut�1'` C�TtL s`(SiE1�l PREPARED FOR: LOCATION: LOT 6 HYDE PARK BARNSTABLE SCALE: 1 "=40 ' DATE: 09/23/86 REFERENCE. PB 406 PG 8 1c�1`t�8<o,� BAYSIDE BUILDING I HEREBY CERTIFY THAT THE BUILDINGS SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. BUILDINGS CONFORM TO SETBACK REQUIREMENTS NA OF OF THE TOWN WHEN CONSTRUCTED. Cy o� ARNE o H.. OJALA '^ down cape engineering o #26348 CIVIL ENGINEERS 'Pe'� Grs LAND SURVEYORS �tf' L UTE 6A' YARMOUTH MA DATE PEG. LAND SURVEYOR No........ 44 C ��Fas R t..._............... _ 1 14 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF... ...................................................................................... Appliration for Disposal Works Tonstrurtion Permit I Application is hereby made for a Permit to Construct (, ) or Repair ( ) an Individual Sewage Disposal system at: ' � yam' f cation-Address G• �• or Lot No. ......... ......................................................� � / ....................................................._.......................................... W Owner •Address a ............................................ ----•-•...........----•-...... -----------------------------.._......... ddre.. ss . :. ---s's- -.----.-........... ................ Installer A Type of Building Size Lot... -r.: --�' Sq. feet Dwelling—No. of Bedrooms.._..:_..='.............................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building a Other—Type ng ............................ No, of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures .......................•••••••..........•--......................-••.....-•-••••-•-•-••--••-................... ............_....... Desi Flow ................... Ions r person per day. Total daily flow_....... � -_..�......._....... WW >m > per P P Y `Y gallons. A4 Septic Tank—Liquid capacityf��! gallons Length.�'3.'k"-. Width:A:..e Diameter :':*"... Depth.." Disposal sfr� .encht'vITo�`` ' ` .� Width.....B.J....... Total Length..'�'?P Total leaching area.-?-• .:.©sq. ft. 3 Seepage Pit No. .................... Diameter.................... Depth below inlet.................... Total leaching area.................sq. ft. Z Other Distribution box (3<1 Dosing tank ( ) a Percolation Test Results Performed by.......- c ..... .!.� ................ Date....... � � Test Pit No. 1.- :; _....minutes per inch Depth of Test Pit.... . ���Depth to ground water..... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ OG .....................•--........... ....•---------•---•------................ ..................-----............................. 0 Description of Soil.......�T. en �- .................. -E.................•-•---............-- U .....................•••---•-•--...... ..._.......................... ..... --......... "'.... ; U Nature of Repairs or Alterations—Answer when applicable...................................................................... ...:.......i......_.. --•-•-•............•--••---•-----•--.....••-•• ------ ••-•......................•••--------•...__.......---•-------••......_._..... ......................_..ti .......... ......", Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of .I TALE 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'J-��.......................................... . ... ..... ..... > �1/ors D Application Approved BY ...... 1.... ..... ......... ............ ...... 1....-.. F ADate l Application Disapproved for the f ollow%ny reasons:....................................................I.......................................:....{.............. 4 ....... 1...................... .......... ..........,............_..r...................................... + Darr V PermitNo.......................................................... , Issued...-.'.... � � ..........!...� .. ... ..... . t . ` Date THE COMMONWEALTH OF MASSACHUSETTS T BOARD OF HEALTH ` ..........................................OF..................................................................................... Trrtif irate of Tomplinnrr tTHIS.IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by..................... ..=....•!..-.`=�-•--••- ,..I ... r..I..1................. .._.. ......................._..... ...._.......................................... Installer at..................... �. 7 �........_--•-........................... r i '-<............... a r.. ;v s T.._ -=.. .................................... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No............:: ...... fit.......... . dated,_.........:._!. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS,A GUARANTEE THAT THE SYSTEM WILL FUNCTION., SATISFACTORY. DATE.............. Rom'••--•- .�•. ,r. /. --. Inspecto .,9 y J. --••.................................................................... �� y4 f"v\ylne`eY' MV51 SvPrtv,S&THE COMMONWEALTH OF MASSACHUSETTS 1E 1rV A +i p,,S hVS7 c o r/5-,Q-C-110 in 11 w ra (E,f -7.r, � BOARD OF HEALTH 'fr-rtL t1S�vrt� 5r5TE { :'.............................OF................................................................................. . No...... .. ..... F:m.... ............ �< Disposal Works Tanstrurtion Permit t Permission is hereby granted............... R''``r- � (.! ` 11 t..............•---........_....... .......... ........ to Construct ( ); or Repair ( ) an Individual Sewage Disposal System at No.... �:f.:....{. ♦i.. l�. �As) t< L,,=--� }� .............................••---....-••••................................. -.........f i - ----- -........_.._............. • ........-...---- ' Street f as shown on the application for Disposal Works Construction Permit No.. . ..`. ... Dated.._!!...l?_ 1'°.:. r ........._ .............. ......:.......... DATE. ' ' 1`� � —Board of I{ealth�— 0��,i Y 59 4"A t Ul 7! t U '-J4 -W mr t M • CIL17T _101 Fou �ml Prllc-TAI�4K_ N, Top 0 -7 J, X /I mil'i a t7ovivo cov e c /C�00 CrA, .......................... A-jWTeQ .7 4,0L= ........... ............. :' 5EC7-l0N-*55lVA6E I" t. TEST HOLE 1065 FOR a TEST ay: PERC.RATE-<0 MIA1.11N., DATE. FLOJ4RATe,5_-xf:bAL.10Ay _77 5EPTIC TANKPZ;c:�'. (60. s �.,) - . ;?ripmoo A Q: LEAci-wma FACILITY-. :LOU SIDE NALL 2"`7 2`2�BOTTOM GID TOTAL cff,5t; 5F, =Av?f'O&ID �,Vz;? Awl- V NOTESYx z T 1. DATUM UM(HSL)t TAKE QUAD MAP V46L. AVAILASLE, l4quICIPAL WATER,. LOAVIN6 FOR S 14 0-11-1a, Esg AAE,3. DESIGN,N -L )�Rei AST wwre, 7 1, • c 44 4.PIPE. U01AITS 514ALL ZSHAD�VMA7ER rlql4t.. N -6. COMSTRUCTILIJA4 DETAILS TO SE Ili ACCO�TVANCE NIV4 COM".OJFJ-,jASS. STATE.9mvmoVm6mrAL. cooe Time-m 6. MIS PLAM,FPR Pmopasw ONLY AND 590VLC>t4O7' ' N'27 * USED�60p?,-ROPER ry.� Lg, STAK/Ala. z- 27 7 4p-& X y�V-21 -7. -7 OF .' OF 69,:� PLAN ARNE H A cap e joe,'er7qlne H. LOCUS : ARNE QIJ ALA ENGIWE LA OJA COUTOU I E5 '(9915T) Ov N. 30 ve LANDSURVE Xt -OR. IC REFERS CONC.BOUND PREPARED DATE STt? 9ZG Main st YarMO IE5-r 4WOLE q 4 NAL 0015 �JI : D board of health i SCALE :::-, ATE: roe lvAFlPFZ0VC-_C)* oi� 4V ..SEC_ . T10N : 'SEW AGE - ' SEPTIC T _ I� TANK BOX ._TOP F FON_ .81t2�? MSL t►- 1 - _ . ..AS STONE rreS WASHED T _- - .. - - _ T►�}IVY � Cp .._ �- ,.. /. .._ - - _ Y / . .... IN- OUT- IN• out• Q QG IN. / d PTTC /a, /�,�j 4 ELEV. rv✓, TANK tr/:✓1 J/ roJr W` pz'17 �� ELEV. ELEV':. _ ELEV. �j Z� 63,to I �3, 62:oo ._ ELEV. ELEV. ; N OF i4 Zrh" r-- WASHED STONE941 � v 8,© TEST HOLE.LOG �� 44c 2 � o\ � Z �� _ ��, 5 — TEST BY I?, I�'�J1•{.IK r GO�L01.� �� — n WITNESS ' TEST DATE ICJ.' I y✓'I8r�- DESIGN �Pi \ _ BEDROOM HC%USE t� 67771 T.N: 1 T.H. # 2 --bC ELEV.G/Z,O ELEV. 7 W M A+ PERC RATE L2 MIN/IN. DISPOSER DISPOSER I FLOW RATE 33C(GAL./DAY) 30 SEPTIC TANK 30 V' 44✓ � Q tip REQ'D-SEPTIC TANK SIZE Ga OOC7 + /� 2 r /�,2(LOvJ i 17��1 E f Aoi Li T, LEACH FACILITY gt 1t OKA _ �fl TEE SIDE WALL(2 8 +E; 2=72,o (a,s� l80� BOTTOM 'oo 22�('rCl I fi } = 2z4,U G/D. / - 1�21h asfa�c d-D�l�"j �� TOTAL 29a=,,o O G/T� { 6 Alt USE: � -�- C o1�cl' I F�US® 5�, 62) ��► 3 1S-r; �� A + h h Tv 131: "� WATER ENCOUNTERED Zp� 'LO►�iC-� �ji J�( iD L 1 �� �-- - a NOTES: (UNLESS OTHERWISE NOTED) �T" >a-I' cO�ltr7o+.L I.DATUM(MSL)t TAKEN FROM � I 1 QUADRANGLE MAP 1 1�71t?5- IO 2.MUNICIPAL WATER - AVAILABLE _ I t 3.PIPE:PITCH:Ve"PER FOOT C I I_I E 3' 4.DESIGN LOADING FOR-ALL PRE-CAST UNITS:AASHO- 1-t .44 � _ x Z S.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(1)FT. �j11 hr —' 'Xi S(, E('Ev. NX0' )- 6.PIPE JOINTS SHALL BE MADE WATERTIGHT -} 7.CONSTRUCTION DETAILS TO BE-ACCORDANCE WITH COMM.OF MASS. p n r' D1.OcEo E Lf-: X= 2� -STATE ENVIRONMENTAL CODE TITLES 8. T�-i.� .�L�.,.J Fo�c. 7'��Tt�-�.� "►tio�LrC O►�`.r .e.._►d 7�-+o���1a _ ... _ T�'_' I�� LOCUS::- Lai. - -- ---- -- - Jam, F �5r 55. P.RbFESSIONAL ENGINErR OS Cy� I/�i ti MGY% :.�OAJI hL�{,L� �O' 2✓�-tW1S�-�l✓' _.. I H 'ARNE REF: own cv a M i eerie �� O 3 PREPARED FOR: �f-���I "F l F��1 III I CIVIL ENGINEERS LAN SURVEYORS T BOARD OF HEALTH D SU $ CONTOURS (EXISTING)- ------ ' ) ( R S:ANDSUR R. > 1A�ip 8t (PROPOSED)-O-O-O-O- APPROVED DATE l GJ MA SCAL I G �. DA E 4 I r r I existing o bulkhead d 7 h I I I E ors existing I n .N �>Li J T a - - - - — - - - - - - - - - - — o pJ I V1170- - - - - - -N- , *� Ar—r - - - - - - / jE4T� l� �y - - - - - - - - - — - - - - - - - - I V v 1 00� IV% I' existing closet NEW 5-0 BIFOLD m I I N @ existing opening o NEW 2-6 DOOR NEW 3-0 DOOR @ I I /V 6 r 4 ° EXI5TING OPENING I I a E -0' ,v � 3 v — — — existing unfinished area in ADD PARTITION AND 2-6 — — to remain as is ex. closet to DOOR FOR 5TORAGE — — remain as is UNDER STAIR — ALL NEW DOORS TO• ,`f I — — BE HOLLOW-GORE RA15ED 6 PANEL I I :3 L - TILE FLOORING I I w s ALL NEW BA5EBD @ FINISHED I I z N AREA5 TO BE AZEK I I o ° ) 4 � � T 16-4 3/S AT CEILING: HUMIDISTAT I I n Ln 2'x 2'5U5PENDED TILES W/NEW FRAME A5 NEEDED z w - - - - - - - - - - - - - - - - - - - - - - - - - - - L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Date' 5-22-12 Revisions: 34'-0" Final Plans: PLAN OF BA5 BUILDER TO CONFIRM ALLEMENT scale: 1/4=1-0 CONDITIONS AND DIMEN51ON5 ON 51TE Accepted by: Date: Note: These plans are for the sole purpose and use of Gapizzi Home Improvement and are not to be distributed or used for construction other • Accepted by: Date: than by Gapizzi Home Improvement. /-TOF = 60.7 PROVIDE RISER WITH WATERTIGHT PROVIDE RISER WITH FINISH GRADE OVER D-BOX= 59.7' 4"SCHEDULE 40 FVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS = 59,3' - 59.7' GENERAL NOTES COVER TO WITHIN 6"OF FINISH GRADE WATERTIGHT COVER TO REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. _ OVER INLET AND OUTLET COVERS GRADE OVER PUMP OUTLET 2"SCH.40 RISER TO WITHIN 6"OF FINISHED GRADE INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE ACCESS BOX TO WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 60.0'± FINISH GRADE OVER TANK EL.= 59,5' TO D-BOX 5" DIA. OUTLET(S) 3"OF FINISHED GRADE CODE AND ANY APPLICABLE LOCAL RULES. t 36"MAX. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. -----.r�_� n_ PROP. 9"MIN. 36"MAX. 4"PVC OUT k"MIN. 3" 2"DROP MAX. 4"SCH. a3"MAX. TOP OF SAS/B.O. = 58.58' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 1 FA LEACHING SYSTEM UNLESS OTHERWISE NOTED. -.--- 3" DROP MAX. g" 40 PVC , - sLOPe @�•ro mm. FACILITY o 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 14" t _ - ELEVATION =58.58' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A CONTRACTOR 48" INV. OUT = ALARM ON 1 Os, 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF SHALL VERIFY SIZE LIQUID 57 6�+-- (�,p) 13" THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. AND CONDITION OF LEVEL 57.5� UMPON 0 0.59' 7.13"(TYP) EX. SEPTIC TANK INLET TEE u~ ° + 1 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SLOPE @ 2/°min. � 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. OUTLET TEE WITH 58.37' 58.2' 58.09� 57.5' (LAID LEVEL) 2.875'(34.5") (STONELESS SYSTEM) 6 CRUSHED STONE (TYP•) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 22"Z#Al FILTER OVER MECHANICALLY ' ' " 5.0' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS MODEL#A1801-4x22 rj2,91 57.25 ����� W93OVER 6 CRUSHED STONE (TYP.) 14.375' COMPACTED BASE INLET TEE MECHANICALLY 4 MIN. NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH LENGTH 8'-6" WIDTH 4'-10" DEPTH 5'-8" COMPACTED BASE 20.0' AND DESIGN ENGINEER. 1000 GALLON SEPTIC TANK 1000 GALLON PUMP CHAMBER 5 OUTLET DISTRIBUTION BOX TO BE 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 62.6' ESTABLISHED TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE INSTALLED ON A LEVEL STABLE BASE. FIRST GROUND WATER ELEV= 53.4 ON A NAIL IN TREE AS SHOWN ON PLAN. TWO FEET OF OUTLET PIPES TO BE LAID LEVEL. 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1000 GALLON SEPTIC TANK & 20 - BR)DIFFERS PROFILE BIODIFFUSER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES PROPOSED 1000 GALLON PUMP CHAMBER DISTRIBUTION BOX DETAIL 20 - 1311 HIGH ARC 36 (#3613BD) BIODIFFUSERS TO THE DESIGN ENGINEER. ``- NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. - -. NOT TO SCALE NOT TO SCALE (� T 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING '\ DESIGN DATA *L; `� • TEST PI 1 DATA REGULAAPPROPTIONS. IATE AUOWNER/APPLICANT WN RI A PLICANT IS TO OBTAIN SUCH DETERMINATION FROM BUOYANCY CALCULATIONS NUMBER OF BEDROOMS (DESIGN) 3 )`$y�� yw,'��ji y �W �r "�- PERC NO. 12634 12• ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS PUMP CHAMBER: DESIGN FLOW 110 GAUDAY/BEDROOM „ -., (i i. INSPECTOR: David W. Stanton, R.S. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE • ,, THEY SHALL WITHSTAND H-20 LOADING. TOTAL DESIGN FLOW 330 GAL/DAY fps ^ } *� J°R ,, ""�^,. `� EVALUATOR: Bradley M. Bertolo, E.I.T. HIGH GROUNDWATER EL.=53.4 BOTTOM OF PUMP CHAMBER EL. =52.91 O \ - ! _• ; �+ �. 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. ,,.. ,,.� C.S.E.APPROVAL DATE: 7/29/03 WATER DISPLACED =(53.4'-(52.91'))x 4.83'x 8.5' =20.1 C.F. F\ DIESIGN FLOW X 200 % - 660 GAUDAY � "� .�- �; � �"�"^- WEIGHT OF DISPLACED WATER=20.1 C.F. x 62.4 LB/C.F. = 1,255 LBS. _ GF I '' 4 `""-~ OFF ;: _w,• ,.-" DATE: July 17,2009 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE WEIGHT OF CHAMBER=8,300 LBS. i BOO ! USE EXISTING 1000 GALLON SEPTIC TANK - = � ,, MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. 8,300 LBS. > 1,255 LBS. (ACCEPTABLE) N© - _ . - ' x _ «-' j�,,' TEST PIT#: 1 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, _ INSTALL 20 - 13" HIGH ARC 36 #3613BD BIODIFFUSERS , - -• •, '� �'"" _ �• - ELEV TOP= 59.4' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). �" - �► 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN \ SYSTEM CAPACITY + ....yam , ,µ "- ELEV WATER= 53.4 L ) j�_ SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. (TOTAL L.F. OF BIODIFFUSERS&COUPLINGS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)= GPD ' PERC RATE = 2.67 min./inch j (100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY 16. PROPOSED PROJECT IS LOCATED WITHIN: $_ • DEPTH OF PERC = 40"-58" ASSESSOR'S MAP 173 PARCEL 16-7 \ yQ Co I TOTALS: - -- -�. • TEXTURAL CLASS: 1 OWNER OF RECORD: NELSON AND JOANNE BURBANK A TOTAL NUMBER OF BIODIFFUSERS: 20 '' ► + "'"'"^" ADDRESS: 45 HYDE PARK F< �� TOTAL NUMBER OF COUPLINGS: 0 \, �y0(7jJ TOTAL LEACHING AREA: 480.0 SQ.FT. � orenbe i CENTERVILLE, MA 02632 TOTAL LEACHING CAPACITY: 355.2 GAL./DAY f ' • ' * • Q h ;. ' ' 0" 59.4' FEMA FLOOD ZONE C "" + ' . • Sandy Loam rp COMMUNITY PANEL# 255210 0015 C I NOTE: , - �,p �!* + i r A 10YR 3/2 �� EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE _ �- • •� , 4" 59.07' 17. DEED REFERENCE: BOOK 9172, PAGE 154 N\ '�L I DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER s • _ " •• • ' , 18. PLAN REFERENCE: PLAN BOOK 406, PAGE 8 7 °�` MODIFIED CERTIFICATION FOR GENERAL USE ISSUED TO ADVANCED + + �► B Loam Sand 4 F DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 LAST MODIFIED JULY * • • - w " + y 3,7 2 IL) i ( + • - * • 3 a 10YR 5/6 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. o p _ \ 23, 2008). TRANSMITTAL NUMBER=W000052. • • t « ,r • 36" 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY�/ \�� + • 4 56.4 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY i / / �'Qo �o • • 40' 56.07 o • • , r ;` FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. Perc �0,0 ' DOSING & STORAGE REQUIREMENTS - ' • * ' ' ' ' o . « • • 58 54.57 s °tio ( ' ' • • '� 9 1, O I \ DESIGN FLOW: 330 GPD +► • , ;7 Mottling,at 72" 934 • • + • w DOSING REQUIRED: 4 CYCLES /DAY + • •, •�•r.. „ * 1 C 3 MAP 173 \ 330 GPD/4 =82.5 GAL/CYCLE • * ,� , • • } Fine Sand / • + +, I ' • 2.5Y 6/2 / PARCEL 16-7 % DISTANCE REQUIRED BETWEEN PUMP #* , « s/ I 15,886 S.F. \s \S� ON AND PUMP OFF FLOATS: I r 9\ y✓ 82.5 GAUCYCLE = 250 GAUFT = 0.33 FT)CYCLE LEGEND (USE 0.42'TO PROVIDE FOR BACKFLOW) 50xO EXISTING SPOT GRADE SO� < � LOCUS PLAN `v' Standing Ftt 110" 11 C' 123' #45 ` STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL. --- bt) - EXISTING CONTOUR EXISTING �kss \� STORAGE PROVIDED ABOVE WORKING LEVEL: 500 GAL. SCALE: 1" = 1000' 120" 49.4' 3-BEDROOM PAVED oo, .- EXISTING 1000 GALLON DWELLING av - PROPOSED CONTOUR TOF -60.7'± DRIVEWAY \S `rS TEST PIT DATA E/TiC EXISTING UNDERGROUND UTILITIES SEPTIC TANK / - 9 I so \ INSTALL 1-1/4" PVC TO HOISE. JOINTS TO BE MADE x 59.27 / 0^ WATERTIGHT.WIRE PUMP AND FLOATS TO SIMPLEX CONTROL 1� W EXISTING WATER LINE HC 1 I / / i6 f\ �. \ PERC NO. 12634 DECK / �,°_ T PANEL No. 1-CC2 NEMA-1 MFG.HOOVER INSTRUMENTS 58.60\ \ / HOISTING CABLE 7 x 19 STAINLESS STEEL INSPECTOR: David W. Stanton, R.S. ------- GAS EXISTING GAS LINE so GARAGE NEMA 4 JUNCTION BOX CORROSION RESISTANT& \ t'` LIQUID-TIGHT CABLE CONNECTORS SUPPORTED BY 1/8" DIA./ 1,760 LB. STRENGTH EVALUATOR: Bradley M. Bertolo, E.I.T. 1 # TEST PIT LOCATION �o C.S.E.APPROVAL DATE: p �g• / 1-1/4"PVC CONDUIT, JOINTS TO BE MADE WATERTIGHT 2"BALL VALVE w/UNIONS SCH. 80 PVC 7/29/03 W � � DATE: July 17, 2009 ? \ GARDEN /60` �}`1 GEORGE FISHER CO. MODEL NO. 560 �n� EXISTING 1000 GALLON SEPTIC TANK LU x 58.04 \ ! c,� TEST PIT#: 2 W x 59.45 �" GC 2 io 3" 2"SCH. 40 TO D-BOX O O PROPOSED 1000 GALLON PUMP CHAMBER � '` � ELEV TOP= 59.4 f x 58,73 °0 ALARM ON "SCH.40 TEE w/CLEAN-OUT CAP ELEV WATER= 53.4' 58,05 x 59.75 "' - 1/4"WEEP HOLE IN DISCHARGE PIPE PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE LP ,� PUMP ON o PERC RATE _ \ co v PROPOSED 2 SOLID SCHEDULE 40 PVC PIPE X 59.27 :� pUMp N "BALL CHECK VALVE SCH. 80 PVC 100 DEPTH OF PERC= h°X 5w '8�9 (1) P.S.I. FLOWMATIC MODEL No. 208S PROPOSED DISTRIBUTION BOX 59x4 x 5-9'44 �p �°�o TEXTURAL CLASS: 1 / `\ C PROPOSED 13" HIGH ARC 36 (#3613BD) BIODIFFUSER PROPOSED 'I'sr 59 1 T 1/4"WEEP HOLE IN DISCHARGE PIPE 1000 GALLON S7 , (4) 59x4 x 59 2 (2)WIDE ANGLE CON ROL FLOATS o PUMP CHAMBER 77 �"'S x .35 2) (BARNES 073618) N V2"SCH.40 PVC DISCHARGE PIPE EXISTING LEACHING PIT 1: PUMP ON/OFF 120ACTIVATION0. 59.4 TO BE PUMPED AND 2: ALARM ACTIVATION BARNES SE411 PUMP A H.P. 11,5 V, 1750 RPM Sandy Loam , 2" DISCHARGE PASSING 2"SOLIDS OR EQUAL A FILLED WITH CLEAN SAND I 10YR 3/2 REV. DATE BY APP'D. DESCRIPTION DISTRIBUTION BOX �. �,. IMPELLER DIAMETER SIZE =4.25" 4 59.07 PROPOSED SEPTIC SYSTEM UPGRADE f 20-13 HIGH ARC 36 BIODIFFUSERS �.,y �. � REMOVE AND REPLACE v)5s,;z PREPARED FOR: UNSUITABLE MATERIAL B Loamy Sand INSPECTION PORT TO C-SOILS WITH PROPOSED 1000 GALLON PUMP CHAMBER 10YR 5/6 �' " CLEAN, COARSE SAND NOT TO SCALE 36" 56.4' CAPEWIDE ENTERPRISES B.M. LOCATED AT NOTE: Nail in Tree RESERVED FOR BOARD OF HEALTH USE Elev. =62.6' 45 HYDE PARK 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE Assumed SWING TIE MEASUREMENTS CENTERVILLE, MA 02632 `,J Mottlin at 72"_ TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. DESCRIPTION HC 1 GC 2 7?;' - _ SCALE: 1 INCH = 20 FT. DATE: JULY 27, 2009 C � 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE BIODIFFUSER CORNER(1) 54.0' 47.9' Fine Sand � sµO�"�xc,� 0 10 20 ao so FEET LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE 2.5Y 6/2 ,°a URC L. CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. BIODIFFUSER CORNER(2) s9.7 46.6' o CHUJR. PREPARED BY: ! U CR. JC ENGINEERING, INC. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS BIODIFFUSER CORNER(3) 78.4' 60.8' ! ARE NOT CONSISTENT WITH TEST PIT DATA. I N° 2854 CRANBERRY HIGHWAY BIODIFFUSER CORNER(4) 64.9' 61.8' 110" Standing at 110" 50.23' EAST WAREHAM, MA 02538 SITE PLAN I 120" 49.4' _ __ - 508.273.0377___ ----I_ SCALE: 1" =20' i Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.1653