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HomeMy WebLinkAbout0055 TARAGON CIRCLE - Health SST' Cui.cA.Q- o�}►- a�z-co - r A-P ~ � „TOWN OF BARNSTABLE LOtiATION ��1��� o.ti ciYC I SEWAGE # VILLAGE ASSESSOR'S MAP LO \INSTA LLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY /000 LEACHING FACILITY:(type) // (size) /0 ®U NO. OF BEDROOMS C5Z PRIVATE WELL OR(PUBLIC WATER U C�-,sus 5 �6� ® BUILDER OR OWNER DATE PERMIT ISSUED: DATE .COM. PLIANCE ISSUED: VARIANCE GRANTED: Yes No 5 �� � 3 d� � _ ._ ` /= TOWN OF BARNSTABLE � LOCATION ��° Doi SEWAGE # / f VILLAGE �vt ASSESSOR'S AP LOTS, erg TAev bv)-l�15 77 av INSTALLER'S NAME & PHONE NO. P 7 SEPTIC TANK CAPACITY /0 D U LEACHING FACILITY:(type) ((size) /© 00 NO. OF BEDROOMS PRIVATE WELL OR UBLIC WATER BUILDER OR OWNER �C) ��Al 5 `�T DATE PERMIT ISSUED: 9l DATE .COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No Ck r z O T 4 aX . s C N....... F�s...A�49........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �L 1 `�' 011'- 01200L1 ( .rLJtbt- i�77�� hppliration for Dispog al Works Tnnitrurtinn,runfit I2Application is hereby made for a Permit to Construct ( 4--or. Repair ( ) an Individual Sewage Disposal System at: CSTTACA64 eC 6 PA tL Locati A ess �/e1tiI�pt No.(� :.:�.......................... .ji E6 ................... t: . Owner Address a -•-•......--•••--------...iw .e ......................•-----•••••-•-...---------- --.....••••= - ...... Installer Address Q Type of Building Size Lot_______ t�z_ _� _Sq. feet aDwelling No. of Bedrooms......................... .....Expansion Attic ( ) Garbage Grinder ( ) 9k Other—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) a' Other fixtures __________________________________ RW.' Septic Tank—Liquid •gallons per personeer day. Total ily flow..._.._...:zz�....................gallons. Design Flow.....___.�j_ ._ capacity 000.gallons Length_.__.-6`�._ Width._.._.-_)C?--- Disposal Diameter________________ Depth.����."! W Trench—No. .................... Width..._......... _ Total Length..__._....___ Total leaching area---------------_____sq. ft, �x ...... Diameter.._IQ-p��... Depth below inlet _ t Seepage Pit No............... p . Total leaching area._���r:!�.�. Z Other Distribution box ( '� Dosi tan ) '',,ll '' PP '—' Percolation Test Result Performed by__ ��?.[_15.1- 1 %.NC ...... Date_.�1-Z2_R� .__�j.�_------- Test Pit No. 1................minutes per inch Depth of Test Pit.1st._-s�_._.. Depth to ground water-�X10_-Q.h&i)n47;, �T4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-------------__---_____. Description of Soil C ••— y s 1 (, 5 1lam✓--- ------��--- M x W VNature 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 TITLE 5 of the State Sanitary Code— The undersigned further agrees no to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed--- -- •--_-.' D Application Approved By........ 4-0-- -_ ------. \! V' Date Application Disapproved for the following reasons:----••-•------•••••-•--••---•••--•-•••-•-------•----•--•••-••---------------••-•••--••..._......-•••••..._------ .........••-••--•••••.........•-•....----....•••--....---•-••-----•••••--=-•-----------•--•••---•-••-•-•----•------•--••------- --------•------••-••---------------------•---••--------•--•--•••-••---- .----Date_ Permit No..........?Z::._.7'F.................... Issued....................................................... Date .� APPLICATION FOR PERf;OLATION TEST AND OBSERVATIQN PITS LOC4WON - `f NO. 'V1L.LA6� r1'y" _ DATE �— • APPLICANT {Pc� r ��,tv J FEE J (Non-ref undable) AUURBS3 TBLBPIIONB NO. -� �' 00 BNOINEBR. RO TELEPHONE NO. r DATE SC,IIBDU LBD CLl"I (Applicant's Signature) .................................................................. . :............................................................................0......0.0.- ASSESSOR"S MAP & LOT NOt ' 11 SOIL LOU SUB-DIVISION NAME C 7�_, / kv DATE TIME EXPANSION ARBA:.YES NO ENGINEER TOWN.WATER PRIVATE WELL BOARD OF HEALTH EXCA'r A' TOR SKBTC,IIt,,,(Street name, etc., dimensions of lot,.exact location of test holes anal percolation tests, locate wetlands In proximity to test holes) NOTES: OLATION RATE.:; . HOLE NO: '' ' aELEVATION: TEST BOLE NO: ELEVATION: . � 1 1 2 2 3 3 4 1 5 5 : 6 6 .7. 7 9 10 10 12 ' ,_ 12 ' J 13 13 1 ' 14 4 15 15 ' 16 16 . ABLE FOR SUB—SURFACE SEWAGE: LEACHING FIELD LEACHING PITS r LEACHING 'TRENCHES. 'Y ITABLE FOR StJB•-SURFACE SEWAGE, REASONS,: ENOINE911ING PLANS MUST SHOW. NUMBER. ASSIGNED ON PERC TEST APPLICATION ANAL: COMPLBTED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH �= RETAINED BY APPLICANT �� 20' MINIMUM OR AS INDICATED ON PLAN - NOTES. 10' MIN. I ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. MASONRY EXTENSION TO 12" TITLE 5 ; THE TOWN OF ��13J1 �' ____- RULES AND BELOW GRADE - a REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE; TOP OF FOUNDATION 9" MIN. p -5 C BACKFlLL WITH _ / CLEAN SAND AND THE REQUIREMENTS OF THIS PLAN. MASONRY EXTENSION 70 12" BELOW GRADE � 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO ` i WITHIN 12" OF FINISHED GRADE. 4" SCH. 40 PVC PIPE 3. ALL MASONRY UNITS USED TO BRING COVERS TO GRADE -MIN. PITCH 1/8" PER FT It I " SHALL BE MORTARED IN PLACE. JF_T� FLOW LINE 1/8* - 1/2" LAYER 2" 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLETEE WASHED STONE I 2_D• OF WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR U CLcAuoN WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING 2" MIN LEVEL w LEACH 4'-0" �- MIN. I s�.4 j �4.L- PIT < 3/4" - 1 1/2' SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR WASHED STONE PARKING. LEVEL VVEIL DISTRIBUTION Box I 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED W RESTRICTIONS OR ZONING REGULATIONS. OWNER/APPLICANT SHALL sa,o GALLON SEPTIC TANK OBTAIN SUCH DETERMINATION FROM THE APPROPRIATE AUTHORITY. LOCATION MAP 6. HORIZONTAL AND VERTICAL CONTROL, SEE LEVY, ELDREDGE & WAGNER FIELD NOTEBOOK # f3� ASSESSORS MAP _ 4� PARCEL LIQUID DEPTH IN SEPTIC TANK DEPTH OF OUTLET TYE BELOW FLOW LINE — ---- - — BOTTOM OF TEST HOLE___ 4 FEET 14 INCHES OR USGS PROBABLE HIGH WATER LEVEL Q�'S S FEET 19 I NCHES 6 FEET 24 INCHES CURRENT ZONING INTERPRETATION: DESIGN CALCULATIONS SEWAGE DISPOSAL SYSTEM PROFILE _— MIN. FRONT SETBACK 30 FEET NUMBER OF BEDROOMS fa.)c NOT TO SCALE MIN. SIDE SETBACK 167 FEET GARBAGE DISPOSAL UNIT MIN. REAR SETBACK / .5 FEET TOTAL ESTIMATED FLOW A/tow,b/e- r1cw (AA 47) 4�, 4!o x � = �q3��� = 35Z fc�r! (��GAL. /BR./DAY X _.2_ BR.) ���? GAL. /DAY REQUIRED SEPTIC TANK CAPACITY_ GAL. ACTUAL SIZE OF SEPTIC TANK (�y(,,.J GAL. PERCOLATION SOIL TEST t? '776`' LEACHING AREA REQUIREMENTS SIDEWALL AREA c, :� GPD./S.F. BOTTOM AREA /1 0 GPD.;S.F. DATE OF SOIL TEST 11 �"urte. (9 t SIDEWALL 27T( /0 /2)(�)SF x 2,5 GPD/SF = _471 GAL/DAY TEST BY Arzi_-) BOTTOM 7T ( /o /2)2 SF x ,O GPD/SF = _ 5 GAL/DAY WITNESSED BY - E, care- a PERCOLATION RATE :fl&= _ MIN./INCH — — 2 Col SF :` 0 GAL/DAY TEST PIT #1 TEST PIT #2 BREAKOUT CALCULATION: ELEV.= 59,5 ELEV.= - -0.00 -0.00 Td�JOf/ �,5��►taf _ Zy , y 17 7cc/i ---t--- ---- ---- I LEGEND : EXISTING SPOT ELEVATION OOXO EXISTING CONTOUR-------00----- r FINAL SPOT ELEVATION 00.0 4 4 ,' ` / I FINAL CONTOUR — Tp BOTTOM OF TEST HOLE BOTTOM OF TEST HOLE SOIL TEST PIT LOCATION � -ro OR WATER ELEV. �9,r OR WATER ELEV. TOWN WATER W- W SEPTIC TANK 4 DISTRIBUTION BOX Cl WATER LEVEL ADJUSTMENT- PRIMARY LEACHING PIT O RESERVE LEACHING PIT R' /d I TEST DATE WATER LEVEL _ INDEX WELL - ! , '" ' WATER LEVEL RANGE ZONE 1 INITIAL ISSUE DEPTH TO WATER LEVEL FOR INDEX WELL NO. DATE DESCRIPTION BY FOR MONTH OF: WATER LEVEL ADJUSTMENT -- - Gor •4, Tigrzl�rrGafv C,.zcc� \ - � � DEPTH TO HIGH WATER APPROVED: BOARD OF HEALTH STEPHEN R ALLYN .lA cis WILSON � - ---- - — N 2 6 SCALE: 11 = 4-1 JOB N0. �3 = - 4- 3 SITE PLAN --- --- �`.� �.��� ;- - - --= DATE AGENT LEVY, ELDREDGE & WAGNER ASSOCIATES INC. PERMIT # _ ENGINEERS LAMAPE ARCHITE(,'TS PLANNO LIND SURVEYORS N 889 WEST MAIN STREET CENTERVTI.T.F MA 02632 NEW ENGLAND REPROGRAPHICS 8 SUPPLY CO :H z - .w , .y x' t ` F �V r -. ..: , rv•.. ar..-ama.+.. .,.r .:aFs...s. ro. iwra«w a.s eipY.W'a.>xw vaw Mr.r>er.w-.•s,,..r.+nw,wx.+»n.. :,:vw� ,srs:r..w RW. .t. ..FJ. .M*.s,.�+A+ yw rvuvaYe?rn'Nr .,.-rt»wrM;wMMw r.,ms,alw"�bk ,Y�` .*M Y M- F +ItMa:wf...xae.e:*Ma».•-+vany... v.:,mr, >:•�:Al,+,..`>xm+wNwe.•y,.,»&.,.eras:..,..,«.a.."...w,rw,«sw:a t+-.Y is••w:3m';'n... ,u,.'...:...... :;.... �,.... ` '�`� �,,aMx.»,xs,::,.,.rn,n,.w-^y,,..te 'wdw.,4.yvi.+°w.Rnaw•s`e.,6pwatcaaware-:"uwo-+n.nas.,v!eaMawH4�4riMkt`:M.'.d-e+,1.aR,«s+::+..rf�roah�'"Ib+.,<wwt�laNwwt+ylrM..y1�:�'tilestMw'M+T'*^MM.+rrMw1'a.wro�}Cq�b�/»*.w'.:ir:Y».FIr+..et,:*"•:.w.aw..Atr..ell..,,ra.«r..w..m wnww••u+.v..-w+P»iib k3+wmM�w+e.awwwawr►+«.<..rry•w.•s «, r w N*A. x m ,.+•«wx ne•w. s4 i1s rw....A'v •r+: t . IY TOPSOIL _ �.,,` g�_-♦�.•.• F U .ri . _lsJ_ ,_ AS _ f -r�; SUBSOIL . 2.5'- Fes` _..^� ='y _ ._�. ._ CH W 1#41 ,1M ,J� Y.4< r .. . .�" f4� 7YIG.IJ v.. } ��'. n• t '} « 1& 040 0 0,I }. A ALL t? TO AND IN ILL ;;Y:a k to �... ry� A r 4. Alit 1 t' TANKS , 0I I ►_,f l Os icy. .cam►. t-EA t `.+�H .t { S (s _.f) FfjR N _._, r 4r R PAV, G tlVf " � ' :rpRi, . , T Rt��I_ R .N,AI i T t 4{ i P ResPtT ?"' +a►C N SANG r � ;. . .__ _ YP CAS JE T B .� tc ; _ , ; 0 C 0< A DtST l mac. T ., r ` xR J� � HAVING VE E Ret _.A1.ONik ' D EE � �OT A61 SG4 Of 2 MINUTE PER INCH OR LES" a, h5 J fXa 4x6 s - - -..� _`w _�_a _ _ - o.__ . . _ NO,T� f)ISTR*IvTt0N BOX 5NC 1000 Ei !`� A�T�E}3WN OF 8ARN3TA8.L.E ���iF�yiya + r i+�„r3_.T�i .H { p T..r t E iYOTI!~ r1 *1'"�'�N, 3 '4E 7Y STP M 1'�i �� ��': tAP r ;AL REINFORGED SEA iC YANK gY ANO PRIOR TO 8XKFILUNG O SER N-PIT TYPICAL. 1000 GAL«. SEPTIC TANK tCtv�E PREP s it «� . �a . TYPICAL LEACHING MT r _ ...' 7 !,UNLESS OTH'E.RWISEI. NOTED, ALI_ 15Y',: TFM u Ax/OT rC, ;C 4Lf' SHALL b'E INSTALL.ECI `N AC(C. W)ANCE �IVi'`r; -!TLt-.* t l �t;C�t.. ATtON RAVE > 2 min/Inch Ig OT ,0 SIC4ZE ED BARRY T 'tAtkKS RE INFO RCED T HRf)UGHOU T WITH OF T NIE STATE SANITARY CCU AND ANY w I R•Ui_E'S WHICH MAY APPLY. , BARNSTABLE BOAR,'! OF HEALTH ELECTRIC; 'WELDED WIRE WITH 24- iy'2' t: I:'JEFt?' ARO ENGINEERING INC. EMIK D STEEI !�"ODS EN TOP a BOT- _ E3 G0N?RAcC' R IS -T,O NiCTtPY "°# .' Fa ?. "I '' 1 Tlr JUNE II, 1991 'TOM. t':C�NCxRETE IS 4,000 PSI TEST 1tp � 9�/ ♦��/�T��*./,��4.�Q7 1ryf�j4Y �."� {y�• r/►,ty��yr^''C.,��; j X w '$ ,{SY• a�a krx`{. Y f .:T '4 *: N S f•$.! if :,,4 * .A 9 ACC SS, MANHME` ? Y,, Aw; PIT$ TO BE SO t LT LIP , k 50 tSCf" .29 .5� S 04 IB'29'E ,» .• ♦ . TOP OF , FOUNOATION 50 N S'ri .aFtADE. °--°;�f'N1 -- `` FINISH GRADE FOVEP TANK OVER D` 8M AREA E1-- %- 59 4 5 , LOT 4 � ���� �afl ���V = sa+o >~xt + Wit +, ��:�r= g;�•e 46410±sf _._.R;SER, =1— q Aso ,, :; i� -- i+ 54o w 5+13 .a L.... I ' f [ , r 5 d ? v �i �. VC.. � r . .. ♦ ea � , a } t 00 I N V. ^.55+ 49+00 jfl W o _ - TYPICAL SEWAGE SYSTEM PROFILE HING PIT (n Ivor TO SCA LEGEND _ MAP �T I �� A #�E� EXIST ,I;ONTOUR _ , , PROPOSED CONTOUR c __�_ _. s 41 12CT 4 ' , EXIST SP0T Ei_EVAT!0N 8 X 0 ; ' PROPt3SE�D SPOT E�EVATIC�N I -° ZONING DiSTRiCT F ti t N��'ARD WNIE 6 59n5 7-a h PERCOLATION TEST '� ��++-�^�'• 36 �_ OSSE RVAT I ON PIT d -63,60 �+G 5 R y+• 3' AT 4 1J DESIGN CiTIA 'x911W�k- �>� � , ` ' _ SEWAGE .} 11 SP`O.:.�AL ' Y��� , 7 RAY#SOf1CI w a R : , y U h, kZ P T,NG oo� I�ER LOT 4 TA RAGON CIRCLE ��' gyp• 1,,14l,L45 P'£'R Kit." PER DAY . � /� i 5 '} TUIT (BARNSTABLE ' �.�;A�l+iilll�fa �Ec�:JfRED 220gpd � �- '` � .��" C0 H, M -- —�- LEACHING PROVIOED 366.6 gpd TA U09 CIRCLE D!S ;:: ; • CO NSTRUCTION C?NSTRUC I ION CO, ARO ENGINEERING INC. TN -WER DESIGN - 24 GREAT POND DRIVE 39 STRIPER I._,AIvE r..ae«.,,...._..,.r....._..�.«. ri" F. 3 fi "s S. YARII�IUUTN, NlA, C?_664 E. ALf�1�JUTN, I+t1At r,?? i6 pp 40 20 O /O BO t20 S tiAf '. 2 n x 5 x 6 x 1.67 = 314. 9Pd A .."..�.. _. 7k `, .RAY �1:♦i! �F ` Mlrw♦wFMu'r• 'Mwin+. •. Ma+r r ,. - -� 4l o. 3 t , p -? CTr'; n x x 0.66 51. gpd �a t. a - - sI F Z SL�fLE �1V�!4'"1°__ ��. lam` $ h6 NE 12, 1991 JU of i s I P 776 9 9 O sip A'- 706 v Ft t ) I�E:� f/yy 7 & Ai. ' y 0 r- - �g rr'' .. .. ... _ .-..•. .,. ... _......, ,. _. ._ ....n :...-.,a ,,...._,.,a., .. ..•.._ . _ ...w+waw.»..oM.a6w 4M� CA.,.,--ahawws..+a,1•,s#�«aw,,+.Yw t,et,Ye'r,a.n•a+^+Av S.i♦a.vr. -. • • bi«Y ar °Y• '•,-i>a' « Mnr M* tF.rci, ''«W,A.a P:+" . Y /Iy " ]I, Y4.M yt,v.. =p'a } >«y, rt+,: _ V a .•,...,... ,w._,..»- su-'hv+:.n.wx„ ,. s a,w.-..n...h,•„aw •v. - u. ,.+w. .. W w , .... rv, r • w i > . �®.,ykd�Y'�'�?•♦t ik Y'..}���� . wY""u9Y.`Y+W1'P.. cY La '°�atlMeP •�'� - +1`•• , u�!rrr6 ♦': ,.. ]C - , M .a.6&.e+'�Y?,4!'6,i`1,,,......�+r,:.x.... :e...3=,s�:...�-.•-A:S,.. .. •d.:., e� ,:F._:1aI,Yoh..A..lu!V.4'Js.f1 .f.,d' �.. �.