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HomeMy WebLinkAbout0033 CRYSTAL LAKE ROAD - Health Crystal a e- oa Osterville A= 140`- 123 TOWN OF BARRNSTABLE a . ii ii LOCATION C I 1 0 � 1yC.Lc, SEWAGE # . ��• /�3 VILLAGE l /JI(> U I ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. it -s 1)�C 4 Con. 333 s qWt 0. _.y SEPTIC TANK CAPACITY IS LEACHING FACILITY: (type) 3 C®C' (size) NO.OF BEDROOMS_ BUILDER OR OWNER G In 1�cOe ola CAR—, &SO SJ� t'ERMITDATE: P T COMPLIANCE DATE: C/ Separation Distance Between the: Maximum Adjusted Groundwater Tab-le 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 Facaty(If any wetlands exist within 300 feet of leaching fa;ihty) - _ Feet Furnished by ` ~� __°- 6 r �► 0 a� iS�b No. 2-vU5- -/ I r 9 Fee Iso —' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 3pphratton for �Dtgogal *pwm Coiigtructton Vertu Application for a Permit to Construct( ) Repair( ) Upgrade(W Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. (�C fa„�'I Owner's Name,Address,and Tel.No. e "� 33 C r-I S-�-GL� �. 7rW " O / cu, C aZQ . .l�Q Asses§or's Map/Parcel So .g33-f/sq`j 5- 4.a-13.Oal-7 Installer's Name,Address,and Tel.No. D signer's Name,Address and Tel.No. 0 B011� V6,Z h=� MA 2W.5-LI-C r,eLn6o�,�Ld Type of Building: S%G�a-r1 C 62-(P q1t , a�- y� rAlc\-J 02-SJ T Dwelling No.of Bedrooms Size 2 sq.ft. Garbage Grinder ( ) Other Type of Building o.of Persons Showers( ) Cafeteria( ) t-ther Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date '1 k­f Number of sheets Revision Date Title F r0 0 O5 S Size of Septic Tank 0 OQJ 14 Type of 4A.S. 5-00 n Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction a mtenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro tal Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal � Signed Date � t Application Approved by Date 1 1 1 U1 R Application Disapproved by: Date for the following reasons Permit No.. 2 oo:&— I—1 1 ,S Date Issued 1 1 ' 16 06 a / , c w No.ZvO _.�•.�3 -�.�, Fee Entered in computer: THE COMMONWEALTH OF MASSACHUSETT!i�." P PUj!L,1C HH_ EA1LTH Q0V0500N TOWN OF-BARNSTABLE, MASSACHUSETTS Yes 1 . application for .Mi5po5All *p5tem Coi tru cti®n Permit Application for a Permit to,Construct( ) Repair( ) Upgrade Abandon( .). ❑ Complete System ❑Individual Components 1 Location Address or Lot No. Owner's Name,Address,and Tel.No. 10 OLI- Assessor s Map/Parcel y Sod 8,33 q,?q Inst ler's Name,Address;rand Tel`No. De Name, Name,Address and Tel.N . T: ► lU =offu .Co S�Y ✓1 k I per G,zg' old �A 2ssyG nbe J h t 6 !� W cc{-e.(^a.v`v� rn� 2 Type of Building: ,. G��/ 1 CQ— i f 5 j 'ed h� 7 ` Dwelling No:«gf Bedrooms 'fit 1~ot Size L-Q, 13 2 sq.ft. Garbage Grinder ( ) 3 TOther Type of libilding o.of Persons Showers( ) Cafeteria( ) �v` ther Fixtures { t Design Flow(min.required) Q gpd Design flow provided 1 J I gpd Plan Date 1 U Number of sheets t♦ Revision Date Title r O� . ej, e SLAS r Size of Septic Tank ( O0 GU 1 D Type of .A.S. J SOO Cep uf,�� (' & s Description of Soil: a Nature of Repairs or Alterations(Answer when applicable) e.r_ i ' Date last inspected: Agreement: f r "The undersigned agrees to ensure the construct o an/dd a�nance 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 Healt Signed y' Date 1 (J b O �- Application Approved by Date Application Disapproved by: Date for the following reasons � G Permit No. 20v:s- e4 l 3 Date Issued �U 1 THE COMMONWEALTH OF MASSACHUSETTS BARNS TABLE, MASSACHUSETTS TS (Certificate ®f (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disp sal System Constructed ( ) Repaired ( ) Upgraded (X) Abandoned( )by �Q�/1 L A G V Pt (a L Q�,� l�it LLC at L h V-0 • 6512 \ALk 2. has been construe-cited in accordance with the prro�visions of Till,5 and the for Disposal System Construction Permit No.ZaU`G� G 1 dated l\ I O.1 .p Installer 1�'�v\(.�C V/� Designer 1, C. #bedrooms _ 3-� Approved design flow gP �� d , a d d The issuance oft s�ermit 'hall n t be construed as a guarantee that the s stem willll fu ct on as d�Je/si/ned. Date Inspector No. ZOO O L` J Fee /S { '1<'HE COMMONWEALTH OF MASSACHUSETTS (PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS USETTS``r Mitpvgat 6p,5tem C®n!�tr ucfion Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( >e) Abandon ( ) System located at 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 -mmust be completed,within three years of the date of this permit/ Date 11. ` U I (_c�(7 _ Approved by -- is - 1. e 10/07/2014 05: 14 5082730367 93386 P. 001/001 5 1'0'Wn 01 11arnstame Regulatory Services Thomas F.Geiler, Director �s Public Huth Division Thomas McKean,Director 200 Main street,Hya]uds,MA 02601 Office: 508-862-4644 Fax; 508.790-6304 Ynstailer& esi nor Certification Form Date: 1-2 6 -d ' Designer: SC. Eql i ne extra X-q1 c_ InstaAer: Address: 28 Address: East w4NM6v4 MAI- oJ63 On �, . was Issued a permit to install a (date) A(installer septic system at 3 CcySFa 1 Lc►ke (L eQ d based on a design drawn by (address) 1G eo50eertn5 , v]c. dated Au ust 7 ?-Opp' (designer) I certify that the septic system referenced above was installed substantiallyacco rdins to the design, which may include minor approved changes such as lateral relocation of 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 comonent of these c system)but in accordanc p e with State&7 oral Regulations. Plan revision or certifi as-built besigner to follow: J� JOHN L. / (Installer's Signature) cM HILL a Nl: Nf 41n7 (Designer's Si e) (Affi estgaer's amp Here) PLEASE RETU TO ARNS A13LE PUBL C $E T SON. CER FICATE OF COMPL CE Y, NO B S T S 8 ILT C . iZECE B $ L AS- THANK YOU, C IV ION. Q_,Health/Septic/Desiper Certification Form '.'J f.A_.LCJ'.,,C:✓_fU'D '.1.�`..Q,(1-Y'1,,`. LNWRIYS�N�FE' Hl`Jf-"W(1J lJr `nC.►1`IL..Ir'1 t et��'��, ;i�nri��, rF,r'.r^�" r�'�tF.�„w�"'�*� i�.y "�'r1;.##' '�tM `.: �.n`�tt ;- Us :r is ?^ r;Y"�fyy p� TO"Of Ha mftl a D t:i=t cat sbry WTION � f � Pablle>~ �►Di�ton Drn. _._, _.-- ..�, . �; �00 4als MmmR lads MA Rol � y ��yyitt nn�� d• 0 �e ' RR1P LIP . ,1 Q' n SO Su abfty Assessment for Sew a Ind l�ettontle8 t I�t c ha zl ?Z en e,;w...,t"I f e SWiftind c I,)Ce1' 1591 GEMUTAL UPORMIl.TtON rhig Addmu PO 16eq 575,OS}ciLille,m(A Aa ffivi 1lapll'wte 14-C)f(a 3 _ fll wl t'e mm" 6:41 �, buk r(!V 1 RW UU H REPAalP- _ Ts tale "t �' c• la1d flan- '�ESfpen1�1R1. lfapaa CJtI 1'2"l0 6uttlloetitnoa Nogg D'umnu de.e �Qohtar>iody ��'0.�...�t hntibb Wrt.Mt �t5o �R•Drle9de�1Ua1R Wall.'1,.�,,,.,,1t ' • � �y++� � i0 a 0 SIM' $awt ilm dist>'ulav atiat etaet budmo of m wm a paa 6sN.ltotle�te11ra41�pmlcUtlg tol Milt K6 MAP iq6 00) Vp o. . 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(kfltPt�tet?7uAs S �:"fE'lt�"•11"1 6 '`� lndthr l: mo AN 11`M x 4 ltW Wa�lt)1 <Z.nP1 s Z g1P1 � � u Jl'it�str�pibiNty A.iaaannse elf l�,a.d3..,�,.�S NItA3afllad:�..,...,. ` , �-' orlel11t6'Wbife,mw&w 1 t aorwtticn Hak D�to Bt C 01*16100 oo C---=-•— ' pii oi�tleltu L e tt 1r�o Si6nautted wftLita w'd wa lwa,ym M t brit so*fh••: Bandable Cmw&TudQnlDlVl9lOjl ataesad one(1)wak pilor to blOning. Zoo&- Z173 »P.O ►5tA'x'tON 1�OY .LOa . Hobe t�� o"a bm ads Hmim iatt Rtwtm ;m boar 4u Oi1w tttti3es�nJ �a DOWdr Mapiai... p>a�tt<tp�Notts ?.tllatl0a 0—M urcE�- W usam•{ 5ANV -y0 t3 �tAA�mY SAND tp , bk9ptWMRVA7jONj[OLjj LOG 'Bab# ' qo-t34 L gum Sa�.ro 2.5Y � �CS4 aa1lHartson N#DW o4onl b mobs pbasWn,8lod<r Sam" 4—Fb A 1oMY+c SgHO ID`tR S/I , to 1. 'io-134 C ntto. 5ANO DW OURRVATION MIX 14W !I&# o9bo #40 rarb= feaft,a a ; oalloa� SO Wor woeC�J omv ll ftwv) *WIN lttemtett,t WW4 sld6a A i aAmY SAaO do YQ 3'1 to-3`0 � L�Hmt S�gw�D . �`('� • �'�lo } � . DMW OBMVAITON HOLE LOG EM11# tkpAt lyom trait 8adso BaY lm n $a dots , opm &jxr ft&am .J 'a A) mqwas SFM iip M O U11g� a !d t►tMY SA+vD ��t 16-3Y? 3b-134Sallo AbmtiODpupsodbsartsty• No..... Ytt 1Vitltb S00 ywt tbad�ty Na✓r 'Yss.,:,s• . Dcai u lent lbrn tbet od nrta�lly iota rna>rtltl exlrt in ell erw abNrwd�`atcdbdat dte +fret papa d 6r die top&bxntkm spil i If not,Ow is*o daiptb of hiku+tlly eocatt pewim mtti riilt.,......,....',. ' 1 tetdt Out on 1°a��9 9 (dus)It btvi PMM d tht toil adUa r ix&tio ft,$Vpp*W b'tbts Dt;Sm omw dBnvhoturmtd Pmte ft ad tint the above mob*wa pwbmW by tar smeitteot wi1D , tbe+�edred tttntttte� �ptd dam%W In$10CNA 1SD1WAY. I 9, 13xw tnxepatecaotw.aoc ,. � . Nc ........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF........ 7. .....A& .................. ......... . ...................* ........ Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: C1,Z LLE_ ..J,i�l i I-,t............ d- ................................. ..k ..........W........................................... ........................... ................. .....................1�� Location Address or Lot 0 ......44.......Mp--Y-zi(Y. b . 2---0--------(a7-—------_------------------------- .....................:....... . ....-- Owner Add ss Lk _ -1...................................... M.-C-4.4........ ........ C ... -7 -, ----------- Installer Address UTypp of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms---- k-e.`e-—-----------------Expansion Attic (7v� Garbage Grinder W-d a4 Other—Type of Building ..... ....... No. of persons........Z................. Showers Cafeteria P4 Other fixtures ----LLt*a.SVb.._-e_k—--------------------------------_------------------ <� .................................................................. Design Flow............................................gallons............................gallons per person per day. Total daily flow..........._...__....__...........::_...._..gallons. W y ............................gallons. 1:4 Septic tic Tank—Liquid',capacity............gallons Length................ Width................ Diameter..........__.... Depth__..__.......... Disposal Trench—No..................... � W Width ............11 Total Length......__._.......... Total leaching area....................sq. f t. Seepage Pit No._/-`/"jPje_j�?... Diameter..........&F.. Depth below inlet.......6t.......... Total leaching area...SjPC?.....sq. f t. z Other Distribution box Dosing tank Percolation Test Results Performed by...................... --------------------------------•-••---------------- Date........................................ Test Pit No. I................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..__.._.._............._ .................. ---------------- E---------------------------------------------**----------­--------------*"*......*------------------------ 0 Description of Soil..........9_I_?�..O_e...... ............................................................................................ .............................. .........�­............................................................................................................................*........*......*--------- ----­------------------I .......................:............................ .......-------------------- . . ... ....................... ................................ U Nature of Repairs or Alterations—Answer when applicable---------4.�m .......................... ..........................P.......... ..................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'I'LE 5 of the State Sanitary Code — The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be the b of health. Signe ... .... ............... .................................................... --- Da Application 'Approved By....... . ... ..... .. ........................... ... D ......... ate A, Application Disapproved for the following reasons:........................................................................................... ...................... .......................................................... ................................................................... ................................................................ Date Permit No................. Issued.... ..... Date -----­-----THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEALTH 4�e .......... .............. ...OF...... .............................................. Tntifiratr of Tompliaurr THIkSYS TO CERTIFY, Y, %Tt the Individual Sewage-Disposal System constructed or Repaired by. t:�....... ... ........ .... ..................................... ............................................... --- ------------------------ --------------- ta ........... at... -------- has been instal in ac r ance'with the pro isions of T 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit N _e- ------JvX7e................. dated---/------- ................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE"CONSTRUED AS A GUAR TEE THAT THE SYSTEM WIL FUNCTION SATISFACTORY. .DATE......... ----I----Zj. .................. Inspector--.--.. ------------- --- ----------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD HEA .......... ..... . ..... OF....N... ............................. . No......................... FEE.... ion "amit Permission is hereby granted........ ..... ............................................................................ "ezl -I fose— .. to Construct or Repair (Z' an I ividual Sewage Disposal System atNo...�e. ...... .. .... .................................. ................................................................................ as _�It4t -T- 4-34 Street 1) —;Z -7 d(o.. shown on the applicationVor DisposalWorks Construction Pe N ated.. ....................... ............................. DATE..... — '?— Board of Health FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS No, FEz THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...............0 F.. A...A&................................ - --------- --- ... .... ... ...... -- --------- Appliration for Disposal Works Toustrurtion "rrmit Application is hereby made for a Permit to Construct or Repair O an Individual Sewage Disposal system it: AA.....C�� Zd............ ..... r k-f ....................................................................i... ...............0 L ti Add or Lot No. .......J%7!......................................... .. .......... C/............................. .... J. J.? Owner Add s ......../ ...CAV. ........................... -42,1'+71020... .....ottt�. . ........ Installer Address Type of Building Size Lot............................Sq. feet U %aw— Dwelling—No. of Bedrooms.. Expansion Attic OVIP......................... Garbage Grinder (Up) PL4 Other—Type of Building ---- ....... No.. of persons.......A----------------- Showers (I ) — qafeteria (—") a4Other fixtures ...kJXI9,6..ek......................................................................................................................... Design Flow............................................gallons per pet-son per day. Total daily flow............................................gallons. 9 Septic Tank—Liquid capacity.............gallons Length........... Diameter-_._-__________- Depth_._..__.._..___. Disposal Trench—No..._. ....._......... Width .......... Total Length.................... Total leaching area....................sq. f t. Seepage Pit No.4/.Q-;?-?--- Diameter......... Depth below inlet..... ......... Total leaching area..3 .....sq. ft. Z Other Vistribulidt box Dosing tank Percolation 14t-Results Performed by..............4............................................................ bate........................................ ,.-I Test Pit iNep. I................minutes per inch Depth'of Test Pit-_____-----_--_--_-. Depth to ground water.._...__._.._....._.___. Test Pi No: 2................minutes per inch Depth of Test Pit.................... Depth to ground water-_____-___----_--_--___. ........... ---- --------­.........E------------V-------------------"*------------------------------------------­*----------------------- 2-. - ---r ......................................................................................... 0 DescripfiOi;Of Sol.........V ---------- c-4... CJ .................................. ...................................................... ----------*....... ------------------*...............*................... I......... .............................................................. ----I........................................... .........A................................. U Nature Qf Repairs or Alterations-4 i-Answer when applicable........At�7Pt�--vt?-----4....P.1.7........................ ..................... .................................................................. Agreement: 77" The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be the of health. Sie ... ..... ............. .... ........................................n...... ...eo..r-----e�7 D — Application Approved By....... .... .. . ........................... ....k...... ........Zz ....... Date Application Disapproved for the following reasons:................................................................................................................ .........................................................................................................................................4--------------------------------------------------------------- Date PermitNo.......................................................... IssuedL....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD _PF HEALTH ............� ............................................... grrtffiratr of Toutpliattrr T IS TO CERTIFY,Alat the Individual Sewage Disposal System constructed or Repaired t,e sd . ........... S by. A,................................. V................................................. . ........ 7........................................ 0 "n . .. . ......... ... -- ----- 5 of Th has beeininstalred in a ordance with the proisions of e State Sanitary Code as described'in the — -y—-... ated application for..-Disposal Works Construction Permit N .. ........... d, ............... THE, ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUKTION SATISFACTORY. CTORY. DATE....................... ......... ......... ......... Inspector....... ... ....... .. .... ......................................... THE COMMONWEALTH OF MASSACHUSETTS BdAR F HEA .....6F ..........I................. ... ........... N ....................... F ..................... R. . EE... orkii Tpn Juan "rr4ff Permission is hereby granted....._ ...... ....................... .. ...................................... ................. to Construct or Repair an individual Sewage Disposal 'System at No—i- '. ............. ---------------7............................................................................... -------7-4 Street ' CC as shown on the applicatiorAor Disposal N�ior'ks Construction P ed..00 ;.,i.rt7 N o. ........... . Board of Health -----------DATE.... .................................. FORM 1255 HOBBS & WARREN, INC.. PUBL I SHERS RIb«M P!G pyp T• F1K. 4 a a � j I CAR GARAal! 4 r �4 o ICJ FAMILY ROOM Y t' i i BAT ' 14 � 1.w•.c-F � DINETTE KITCHENus fa +� m 10 r. BEDROOM Ill -BEDROOM '3 (� 1.• - 2 � LIVING ROOM BEDROOM '2 IF _ Lx � } q p•. _,• D4TE, wwas mo°n w.c BGALEx ' - EXISTING Ist FLOOR PLAN EXISTING 2rd FLOOR PLAN ��• y N_i:F W'.:4 ]CAG 4•.t-0" -.••. . •qag w jam^ f OLDS C-AM 9lNL01NG W.MG.2004 NO.i OF 1 /75 a q ATF4 4 T / Q - r 0 BEDR OM "d e W £ _ _ r m a.. F E� ROOM rg `'$ $ ; Q , lu 2ND FLOOR PLAN ` ot r DATE. mloe 3CA.LZ-. - t PRO.ECT No.. 2008043. SHEET VD. P�- - - �o1J�T CLDE GAPE a llLDING CO.,MC.2004 N0.2 OF TOP OF FOUNDATION = 32.6'± PROVIDE PRECAST CONCRETE EXTENSION RISER WITH CONCRETE COVER OVER INLET FINISH GRADE OVER D-BOX= 31 .7± FINISH GRADE OVER CHAMBERS = 31 .6'± GENERAL NOTES I AND OUTLET TO WITHIN 6"OF FINISHED GRADE CONCRETE RISER AND COVER SLOPE @ 2% MIN. OVER SYSTEM FINISHED GRADE TO WITHIN 6" S GRADE 3/4"TO 1-1/2" DOUBLE WASHED STONE TO 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OVER TANK EL.= 31 .5 ± 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 @ FOUNDATION = 31 .5'± 5" DIA. OUTLET(S) (SEE NOTE#21) 20" MIN.ACCESS COVER 2 OF 1/8 TO 1/2" DOUBLE WASHED STONE CODE AND ANY APPLICABLE LOCAL RULES. 9 MIN. `_ - ____ __-_ _ __ ____ _____.. _ .._ ____ _ __ ___ _.____ _ __ _ _- __ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE (TYP FOR 3) 36" MAX. DESIGN ENGINEER. PROPOSED 4" TOP OF SAS = 28.68' PLACE RISERS ON ALL " CHAMBERS WITH 9 MIN. INLET PIPES TO 6 OF 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SCHEDULE 40 PVC 27.85' 36" MAX. BREAKOUT EL = 28.35# FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. 6" 3" 2" DROP MIN. 3„ 9„ __ = -- 3" DROP MAX. MIN.s�oPE��� PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN EXIST. 4" o JOINTS (TYP.) ELEVATION =28.35' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS PIPE \ 28.50' r 14" - 28.25� 4" PVC IN FROM T TOO 0 0 ��� O ao THE A 40 LIN R IS NOTIL BLESS THAN NE THE BREAKOUT ELEVATION.IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF SEPTIC TANK O LEACHING 4" PVC U FACILITY o i * oo 00 p p',5.. ;SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. A - 29.9 ± 12 0 00 48" OUTLET TEE 28.17' MIN. 2$.00� 2' o � � � � � � � � � o 0 0 CDC) 6. ".THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 7• LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 22"ZABEL FILTER 6" CRUSHED STONE 0000 0 CD% oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS MODEL#A1801-4x22(GAS OVER MECHANICALLY o0 0 0 0 BAFFLE ON BOTTOM) COMPACTED BASE - NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 10.3 AND DESIGN ENGINEER. 4.0 8.5'(TYP) - 4.0' 4.0' � 4.0' 6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 4'9 U. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 31.00' ESTABLISHED 0 0 o OVER MECHANICALLY 33.5' (TYP.) 0 00o po p o 0 o TO BE INSTALLED ON A LEVEL STABLE � ON A NAIL SET IN PAVEMENT AS SHOWN ON PLAN. 0 op o0 0 opo 00o COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET ' GROUND WATER ELEV.= < 20.43 PIPES TO BE LAID LEVEL. 25.85 12.9' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1500 GALLON CONCRETE SEPTIC TANK 3 - 500 GAL. CHAMBERS CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10.5' WIDTH 5•67' DEPTH 5.67' CROSS SECTION VIEW 5' MIN. 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES * SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS TO THE DESIGN ENGINEER. DIMENSIONS PER WIGGINS PRECAST 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE CONTRACTOR l) V�F�I I- NOT TO SCALE CORP., POCASSET, MASSACHUSETTS NOT TO SCALE NOT TO SCALE --------- ----------- .._ ._.-- _.___ ___ __ __ _____ _ ___.______� _.__.- _--_-__ -__-_-__-- STRUCTURES SHALL BE MADE WATERTIGHT. - - - TEST PIT DATA TEST PIT DATA � SWING-TIES - - � ,� , "� '� ` ' � 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING SCALE: 1" =20' ` �� 3 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM ` ` © PERC No.: 12308 PERC No.: 12308 APPROPRIATE AUTHORITY. DESCRIPTION HC 1 HC 2 � • � AGENT: Donna Miorandi, R.S. AGENT: Donna Miorandi, R.S. 12• ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS c� SEPTIC TANK IN (1) 41.0' 29.2 O {� � ., . � LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T. F9 SEPTIC TANK OUT 2 47.3' 36.9' * • . ��. . s THEY SHALL WITHSTAND H-20 LOADING. (5) ( ) %'� Au ust 4 2008 August 4 2008 1) = r •;' DATE: 9 DATE: g 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. LEACHING CORNER(3) 30.1' 20.4' ! r ` ~ r _ �,,� `"- � +;r�,. � TEST PIT#: 1 TEST PIT#: 2 p - + • w~ ' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE - -ELEV TOP ELEV TOP (6) LEACHING CORNER(4) 23.4' 25.5' : +. 1 ,,,_ - 31.60 - 31.70 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ` �� ELEV WATER= <20.43' ELEV WATER= <20.53' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, O LEACHING CORNER(5) 56.3' 55.9' • `o \'' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). O l O LEACHING CORNER(6) 59.3' 53.8' $t B PERC RATE _ <2 Min/In PERC RATE _ 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN O •` • •• a DEPTH OF PERC = 40"-58" DEPTH OF PERC = SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. HC 1 (2) • ~ "� 1;3 '1 �'� • • "-.� LOCUS ' 16. PROPOSED PROJECT IS LOCATED WITHIN: IRE � � • . + / TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 3 I • •�_ •• ;. .�,•, MAP: 140 LOT: 123 �y4i ` • �' OWNER OF RECORD: GLENN KELLEY 0" 31.60' 0" 31.70' ADDRESS: P.O. BOX 575 HC 2 * . ':; �� +� l� • '"` Litter Litter PIPE "A" v • % #33 N * +• • • • !1• # •+ �� 4" 31.27' 4" 31.37' OSTERVILLE, MA02655 • i Loam Sand Loam Sand t� r . • EXISTING * � , � A y A y • • " ` • i 8„ 10 Yr 3/1 30.94' g'� 10 Yr 3/1 31.04' FEMA FLOOD ZONE C 3-BEDROOM *• • �, � '� • „ ♦ �• � '"• �` COMMUNITY PANEL# 250001 016 D DWELLING + i� d* ' • * •' �, �/M` B Loamy Sand B Loamy Sand O r '• is • '� II 4 , 10 Yr 5/6 10 Yr 5/6 17. DEED REFERENCE: I � •t • , ~ 40" 28.27' 40" 28.37' L.C.C. #106044 �``� \ { + • Perc 18. PLAN REFERENCE: MAP 140 "" ..�.� 58" 26.77 1) L.C. PLAN 2664-75 2) L.C. PLAN 266,4-71 3) L.C. PLAN 2664-66 LOT 122 MAP 140 � I` •� • •�� 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. / ia LOT 124-001 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY \O` \ ✓fQ` O • ' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY ` +� �` Medium Sand Medium Sand • C C FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. PROPOSED ��p L t - - -_- 2.5Y 6/6 2.5Y 6/6 INSPECTION PORT -,'"�--34- _ 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A ��'G DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A PROPOSED 3-500 GALLON ?s PROPOSED LOCUS PLAN_ REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. LEACHING CHAMBERS o� DISTRIBUTION BOX SCALE: 1"= 1000' EXISTING CESSPOOL TO BE PUMPED ANLJ ,Q u' PROPOSED 1500 GALLON 134" 20.43' 134" 20.53' REMOVED ALONG WITH SPOILED SOILS IN _ SEPTIC TANK ACCORDANCE WITH TITLE V REGULATIONS TP cc� ' 33 No Mottling, Standing or Weeping Observed No Mottling, Standing or Weeping Observed .� 32.4' _-- TEST PIT DATA TEST PIT DATA LEGEND DESIGN D _ PERC No.: 12308 PERC No.: 12308 - 50 - - EXISTING CONTOUR O' ` - �S o0, AGENT: Donna Miorandi, R.S. AGENT: Donna Miorandi, R.S. o� ♦ = s O NUMBER OF BEDROOMS (ASSESSOR'S) PROPOSED SPOT GRADES EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T. 0 �O -- O'' _ Q NUMBER OF BEDROOMS (DESIGN) 3+1=4 i. DATE: August 4, 2008 DATE: August 4, 2008 OHO/ ��,� TP 1 =` p 3P 7� �3 �� I-,' DESIGN FLOW 110 GAUDAY/BEDROOM 50 PROPOSED CONTOUR 31.6' -I. TEST PIT#: 4 TEST PIT#: 3 O O _ CB/DH (FND) TOTAL DESIGN FLOW 440 GAUDAY ❑/H/W -- EXISTING OVERHEAD WIRES _ ELEV TOP= 32.33' ELEV TOP= 32.60' �T (-32 DESIGN FLOW X 200 % = 880 GAUDAY W EXISTING WATERLINE ELEV WATER= <21.23 ELEV WATER= < 2.1.43' USE PROPOSED 1500 GALLON SEPTIC TANK - - - 3 -�- PERC RATE <2 Min/In PERC RATE -X-X-X-X-X EXISTING FENCELINE F / �;-, ��' •� i� �/ \ \\ / CB/DH (FND) Benchmark PROP. Nail in Pavement oo. SLAB ~-}IC/O ' o� �\ o INSTALL 3- 500 GALLON CHAMBERS DEPTH OF PERC = 38"-56" DEPTH OF PERC= TEST PIT LOCATION Elev. =31.00' �. / #33 y�� �p Approx. M.S.L. - � �� � EXISTING � o�. �h TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 EXISTING CESSPOOL 3-BEDROOM \ \ �,� ��' SIDEWALL CAPACITY _ _ CP DWELLING rr' \ TOF - 32.6'± I (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAUDAY - pay/ (33.5'+ 12.9')(2 ) (2' ) ( .74 GPD/S.F.) = 137.3 GAUDAY 0" 32.40' 0" 32.60' O O O PROPOSED 1500 GALLON SEPTIC TANK CB/DH (FND) Litter Litter 4" 32.07' 4" 32.27' \\ � A Loamy Sand A Loamy Sand PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE BOTTOM CAPACITY 10„ 10 Yr 3/1 31.57' 10" 10 Yr 3/1 31.77' ❑ PROPOSED DISTRIBUTION BOX V / (LENGTH x WIDTH) (.74 GPD/S.F.) = GAUDAY t�Q (33.5'x 12.9') (.74 GPD/S.F.) = 319.8 GAUDAY B Loamy Sand B Loamy Sand 0 PROPOSED 500 GAL. LEACHING CHAMBER CF MAP 140 10 Yr 5/6 10 Yr 5/6 O 0. LOT 123 " / �� 38" 29.23' 38" 29.43' Perc - REV. DATE BY APP'D. DESCRIPTION '9L > \ 22,132 S.F. ± - TOTALS: c 27.83' _ PROPOSED SEPTIC SYSTEM UPGRADE � � F\ �O O / �' :� � O 56�o�o OVA ��2\j oo OZL 0 TOTAL NUMBER OF CHAMBERS 3 SS, PREPARED FOR: ��°�S �� , TOTAL LEACHING AREA 617.8 SQ.FT. �o�� t~oFMA o J 3�/ �� ,�/ iPL o� JOHN y� OLDE CAPE BUILDERS � `� J TOTAL LEACHING CAPACITY 457.1 GAL./DAY � R. f U C Medium Sand C Medium Sand FARREN \ �'�P 2.5Y 6/6 2.5Y 6/6 33530 0� LOCATED AT �� `�� � 33 CRYSTAL LAKE ROAD G OSTERVILLE, MA 134" 21.23' 134" 21.43' SCALE: 1 INCH = 20 FT. DATE: AUGUST 7, 2008 0 10 20 40 80 FEET No Mottling, Standing or Weeping Observed No Mottling, Standing or Weeping Observed '" " , JOHN L. PREPARED BY: a CHURCHILL m, RESERVED FOR BOARD OF HEALTH USE JR. � L JC ENGINEERING, INC. ZONING DISTRICT: RC N0 41WZ 2854 CRANBERRY HIGHWAY FRONT SETBACK = 20' NOTE: SIDE SETBACK - = 1.) MAGNETIC MARKING TAPE SHALL BE , EAST WAREHAM, MA 02538 SITE PLAN PLACED ALONG THE TOP EDGE OF 508.273.0377 REAR SETBACK = 10' n EACH SEPTIC SYSTEM COMPONENT. Drawn B : BSM Designed By:MCP Checked By:JLC 1457 SCALE: 1"=20' y I