Loading...
HomeMy WebLinkAbout0056 CAP'N CROSBY ROAD - Health 56 CAP'N CROSBY RD Centerville A = 194 - 026 - 004 S M EA®R KEEPING YOU ORGANIZED No. 12534 2-153LOR SUSTAFORESTRY MIN.RECYCLED INITIATIVE CONTENT10% Certified Fiber Soureinp POST-CONSUMER www.sfiprogram.org SFWI M MADE IN USA GET ORGANIZED AT SMEAD.COM t , . co No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: / PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Misposar 6pstem Construction permit Application for a Permit to Construct(V� Repair( ) Upgrade( ) Abandon( ) ZgComplete System ❑Individual Components Location Address or Lot No. J5& C MS6y V'4 Owner's Name,Address,and Tel.No. v:\1- \P�xy-er_ \<k SSA,-Fi Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.�y,;i\ Oja�q F6 3oMr-o�c� Cor�s�.1��N\^'L ?Sr�°12G dawv� co,p�tv�gi riv� , "..C, - S \M>o (LID 0n\Ut-5 6"1� Type of Building: Dwelling No.of Bedrooms Lot Size G-7(a sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (6 0 gpd Design flow provided gpd Plan Date � Number of sheets Revision Date Title T S o f 56 C tw Y4 CMSOy R D av4y ooke,l'\/A (�•�P �C e 15A pay n..*A Size of Septic Tank _ 2-goo d vR1 (p m,e. Type of S.A.S. L..EACA+\r✓L (-kc,,14-� 0S) —6 GIL 5me Description of Soil 64"S S 1 �-1 E N� —t4-0 ►�b •��.1�`�- - Nature of Repairs or Alterations(Answer when applicable) N C vj ��,�-Q✓�^ 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 not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. 5`gned Date /6 Application Approved by _/ "'�""'= Date 'o j; Application Disapproved b / Date for the following reasons Permit No. �� 60� Date Issued , I g ���� __ t4f Ji` '1 !! ^� L-. i C •�• s., No. � Fee, E -1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HALTH DIVISION - TOWN Of�BARNSTABLE, MASSACHUSETTS Yes 01ppfication, for Disposal 6pstem Construction i3ermit Application for a Permit to Construct(K Repair,( )'•Upgrade( ) Abandon'( ) Complete System El Individual Components Location Address or Lot No. 5'to G A-P'rl C(WS�Y �,.� Owner's Name,Address,and Tel.No. ,: car-►.�.,rv.r�.e � � � �� / j b�y.��-: ��,� S��'�„M.�►��1� Assessor's Map/Parcel `Ok'Au -4 �. Installer's Name,Address,and Tel.No. r Designer's Name,Address,and Tel.No.-tam,;.c;\ C j*NN M t Som,tx-GTT\ �oyh J�1lr)N�^)t - -ZCl7f��� adWV� Caek -e_VN kq-(\r CL}� •V^ 5 rNbU ) (�--0 M\u-S 50? 5311) (�!T 6A _ 1^A 07-6-1--, Type of Building: Dwelling No.of Bedrooms C( Lot Size '3 -67& sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures o Design Flow(min.required) gpd Design flow provided 6,60 d gP Plan Date Number of sheets Revision Date ` Title 1�� u 5 �t . P�G� OF j6 �/*P N �CtOS6Y R-T) C&yt�Yy\h,^l (�"(� -FW �'�1 Sr 1�►fMA,;OK Size of Septic Tank 2--900 dyrO (Or",e. Type of S.A.S. LeACN\r4C CkF GIL.lj�Ze Description of Soil S. 1 N C• SA Nl'\'> • 1 Nature of Repairs or Alterations(Answer when applicable) {� W �T/C,�-a✓✓` Date last inspected- Agreement: ° \The undersigned agrees to ensure-the construction and maintenance of the afore described on-site sewage disposal system in i accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of a; . Compliance has been issued by this Board of Health. tom" geed _ r,-"` �__. Date /'//"6 i � E Application Approved by 400r Date Application Disapproved / Date for the following reasons � t Permit No. ''} Date Issued I - - -- - -- - -- -- -- ----- - - - -- ----— - -- -- ------- -- - - - - - - - --- ------------ - -- ------- THE COMMONWEALTH OF MASSACHUSETTS `.\ BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(H") Repaired( ) Upgraded( ) Abandoned( )by f�6 f�Lilt t (71)v1 A y cf;[yy , -r/3 e' at Ste t 1/1 ,)13 t1y1"1 ej/I,,,- (2,'pl4-flit�//,,,X7 has been constructed in accordance with the provisions o( ( f Title 5 and the for Disposal System Construction Permit No w- dated I /I /�5D i s Installer Gor4 fT � t r4rcel,.�r,, 7._rc — Designer_,(, esignere( #bedrooms . + Approved design flow wlnf�� gpd The issuance of thi perffiit shall not be construed as a guarantee that the system w.11it-mcJt on as desigrted. Date Inspectory r._. -- - - • -. ._ : . _ ._._, ___-__:-, —--------- - --- ---------.--------------------�---------- -. No. 20 d " 00-?- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH/D'IVISION -BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction i3ermit Permission is hereby granted to Construct Repair( ) Upgrade( ) Abandon( ) Systemlocated.at 1 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Co structtjion must be completed within three years of the date of this permit, Date Ii 1i 'Approved by f -11-2019 04:44 From: r To: 15087906304 Paee:1/1 Town of Barnstable Thomas F.GeRer,Director MRMIMA Public Health Division bn a Thomas McKean,Director 200 MtIJA Street,k(ya ,M&02601 Office: Sag-862,4644 Fax: 508-790-6304 bstaRer&Deslom Cmb im ion Form Date: Sewage]?Cr ait## 0 6-� Assessorliq mgl plpaa'�l 4 Zt'o-� Designer: DOWN NW &lA(P��tl�((x_ bsttaUer: 0VV_l�Z'I` 'C� ' 0K Address: q5q MAN eECS ('— Address: -��WbL!�VM RQ wmon mar, MA MA 02LO On ! 7 J9018 �.0 0 wag issued a ermit to install a (date) instaJlez) septic system at 5b 'L-APJN CeOZ y P-D CHJWV JUf based on a design dzawn by (address) N ILLU5 dated X cert*that the septic system refe=ced above was installed snbstexrtially awozdin,g to the design,which may include=inar approved chnnges such as lateral relocation of the distribu mbox aud(ox septic tank. ✓Z cmtfy that the septic system referenced above was installed with major cb=ges (ie. greater than 10'lateral xdocation of the SAS or any vertical relocation of any component of the septic system)but iu accordance with State&Local Regdations. Plau remora or certified as-b tbb�degner to follow. of •0ANIELA. OJALA et s e) U CIVIL C o N0.46502 /ONAL (Designee's Signature) AUN esipex's Stamp Hero ZMASE RETURN TO BARMABLE PUW C MALL D"M CERTMC,&7'E ®� CO ]fANG`E V®II,D NOT BE MgJI D U1V' M BOM TW FO�tM AND A�BIIII.T C®RID ARV, RED U THE MNSTA_BLF,WLIC=ALM DI X'O.Or Q:BaaWSeptiriMmig=C&tifieationPonm 3-26-04.doc GENERAL NOTES 1. E%LERIOR.ALES 51ULL BE h6®IB'O.L.UNLES5 OTHE—SE NOTED. e� R.—INTERIOR WALLS SHALL BEP @"0 C.UNLESS _f g THERWISE NOTED. PRIOR�..INF INDWINDOWS. ALL Ol.ENSIONSPRAlORT.FY CONSTRUCTION.CONTRACTOR AMENSEONSENO IAGORTYTOR fF E wT[ V MISSING OR THE ATTENTION OF tz� ( � i DESIGNER. 7 �'� — — — — — — — ._ _—__ — _ — — — — _ __ _ _ _ — —— — __ __ _ _ — — �•— — —� _ __ _ rv0. REVISION DATE " c x.. THERE—14S ARE"�Eo BE mil, I - PIE "TM l -, T 111 1 BUILDER: �� WEST ELEVATION DESIGNER: NO R'I'HSIUE zy-�-t ® ULSIGN �s ASSIX:IATIiS ' �tt. v utn r ex 'STRUCTURAL ENGINEE: h TAYLOR DESIGN LLC I Tcv cF RATe� P EC PROPOSED b'x Yt,'q ,�*Ai ,�� a KES IAIA PIMENTA RESIDENCE $ CPP'N CROSBYROAD Kr O r t � GENTERVILLE.MA. YY )�9 I TITLE: PROPOSED ELEVATIONS - �� SCALE'1/R®_1.-0• yy D 21 < 8 — _ __ _ _ —— _ — _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ ._ ._ _ _ _ — — _ — _ _ _ _ _ _. _ — yti} PROJECT#: SHEET YY 17-26 A.3 SOUTH ELEVATION DATE: OF 1111118 4 /.\ GENERAL NOTES BE 2.6 III,,S�O.C.UNLEL55 OTHERWIMSE NOTED. 3.ALL INTERIOR WALLS ENALL BE N4®°B'O.C,UNLESS THERWISE NOTED. CONTRACTORSNALLVEWFY OPENINGS AN OITRA ROERSHA WINDOWS. �1} IMENSI OR SHUN VEiLFY O DIMENSIONS PRIOR A I CONSTRUCTION.CONTRACTOR SSUMES RESPONSRIB RRE OR MISSING OR INCOR 8 TI EEATTENSON B J ENTIOry OF TNEGH 'j°A�}' DESIGNER. — — — —.— — — _ — — — — — — _ — — — — — ll R 1 M ` J NO. REVISION DATE .T7, C W11-11 RISE TS OF THE — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — REESOOUCEonR°Eu.Nx ON BE LY m—a _ FIE1 - -I ;;I -I f� II '_rj� TNSIOEOESIGNnssoclnT a CON To I- NBUI+LDERN AN _J E A$T ELEVATION DESIGNER:® NORTH SIDE.SIG N ASSOCIA'1'IiS Q° u STRUCTURAL[ENGINEER: TAYLOR DESIGN LLC $' PROJECT: 1—_J PROPOSED _ _ _ _ __ _ _ _ _ _ _ _ _ KESIA PIMENTA - - - - - - - - _ _- - - - - - - --' - - - RESIDENCE YY CAP'N CROSBY ROAD g CENTERVILLE.MA 10 I I c y u u u u LI -+ f TITLE - - - - - - - - - - - - - - - - - - -- - - - - - - PROPOSED - - - - ELEVATIONS - - - - - "ice='- - - - - - - - --rLoa SCALE:1/B'_,'-0' G B - NORTH ELEVATION PROJEGT a: SHEET ,➢-26 A.4 DATE: OF GENERAL NOTES ALL EX ERIOR WALLS SRALL 8E 35 H'OC.UNLESS NER ISE NOTED. % ALL INTER OR WALLS SH OTHERWISE NOTED. WINDOW ACTOR ROU�LL VERIFY PRIOR TO OROERING W IN KINGS DOWS. j RETAINIrvG wAu 4.COITRACTORSRALLVE.Fr TOR ASSUMES Re ON IN.a rvDFDa ANY MISS. �_— RETAINING wLL • F THE ESI ATTENTION ENTIO TT DIMENSENTINNOT BROUGR O 6 GrvER. I { —SCREEN— I PORCH couMON uw II j o„I� �� se viH.wTsnaE NOT*o eE IESSLr II I IODUCED CIANGED OR KITCHEN ."C.IN Twr Foam oR IuwHER PORCH i I. f _ § oassoc.I ES N e—I—ol' TRSIDEOESIGN AI LIAR I ! 1 Noa f �D� GREAT jtoo II I III _h1 I1 vim- OM DESIGNER. ' I f _CLOSET- —I j p NONTIISIDE _ PANTR 1I —I I ITI_I—i� I itlt I ® DESIGN • I , v�ps I I =1 I I I rll I MSSUCIATF:S - ' j� I � bl � STRUCTURAL ENGINEER: y GARAGE i i TAYLOR MASTER I_I-1 DESIGN LLC I BEDROOM _" 9 -- I - STAMP: PROJECT: RerAN PROPOSED RESIDENCE CAP'N CROSBY ROAD CENTERVILLE.MA. IC-a' 12'-0• � k'-0' I . . 3c-tl _ _-. i (TITTLE: J f PROPOSED FLOOR PLAN PROPOSEDAREA n;uz:,l6® FIRST FLOOR PLAN ,ST FLOOR LIVING 1626SF N 2ND FLOOR LIVING 1292 GF PROJECT tt: SHEET TOTAL LIVING AREA 2.618SF 26 A.1 GPRAGE 6725F DECIV SCREEN PORCH E30 SF OF TOTAL AREA 4,020 SF DATE' 117118 4 GENERAL NOTES BE WI 16 RO.C.UNLESS • OTHERWISE NOTED. ERIOR WALLS SHPll BE L+♦$16'O.C.UNLESS Ip-p' Ic'4 ♦ Tp-p' c'-P �_ _ OTHERWISE NOTED. —� - I— S.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TOORDERING W INDOWS. ..CON TRACTOR PR I-oRHY `-- ALL OIMENSIONS IOR ASSUMES ftESPONSIBII ttCFOR OMIGN-SNOT IB U i y TEE ATTENTION OF TIEC DESIGNER. IIn�� VA11II LT I C IG i I p NO. REVISION DATE i _ I oCOPYRIGHT EPaoo�D,CNANGED.0 6LY aEOSERVES ITS COMMON LAW OT TO EYRI11A FORM OROa COPIES In Am FORM OR MAnNER L �I CLOSET CLOSET BATH i � a 77 rnsloE oESIGNnsso F EN TF ti wH oEVERw,T BEDROOM#2 ' MA BEDROOM#3 I�h, , BBATH~ ——- DESIGNER: i '— 'CLOSET _______ NORT ION 1 DESIGN � 1 ! ASSOCIATES CLGIOPOSEO _ OSET 1 CLOSET II I J I ul--I GUEST SUITE I6EDROOM �I STRUCTURAL ENGINEER: TAYLOR I 1 DESIGN LLC I n I BEDROOM#4 ____ __- ___ __ 4 srAMP: C_GSET t WETBAR ICL PROJECT: PROPOSED KESIA PIMENTA _ f RESIDENCE 1. CAP'N CROSBY ROAD CENTERVILLE.MA. PROPOSED FLOOR PLAN SCALE:1,8-1'1 PROPOSED AREA SECOND FLOOR PLAN D 1 ST FLOOR LIVING 1G26 SF N 2ND FLOOR LIVING 1292 SF PROJECT#: SHEET TOTAL LIVING AREA 2.618 SF 26 A.2 GARAGE 672 SF DECK/SCREEN PORCH 800 SF OF TOTI AREA 4.020 SF DATE' 1/1T,18 4 r 1 RET. WALL a a CONC. FNDN. o yQo j I V �` tea• '' I C INVERT ELEVATIONS TANK IN 82.10 TANK OUT 81.85 D-BOX IN 79.49 D-BOX OUT 79.32 SAS IN 78.95 j r� 98.9. LOT 1 87,676± SF N, i 24,.E AS BUILT SEPTIC SYSTEM PLAN JOB #18-007 PREPARED FOR: LOCATION 56 CAP'N CROSBY ROAD CENTERVILLE, MA' KESIA PIMENTA 3 3 3 SCALE, : 1" = 40' DATE APRIL 9, 2019 x off 508-362-4541 r i)�Nlfl `jy '// y� i.. . fax 508-362-9880 cv '� � c3 CiVi? !t ca 3 I downcape.com © P10'46 02 e «{ down c�rpe enBineerin�, inc, X A. civil engineers ' I I land surveyors _ C 939 McIn Street Rte 6A) YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. , RET. WALL O � M ry � u e' CONC. FNDN. o' Q Q~ tea• a e°. c ` INVERT ELEVATIONS TANK IN 82.10 TANK OUT 81.85 D—BOX IN 79.49 D—BOX OUT 79.32 SAS IN 78.95 i J g48' i /---1�i- 4,y_t�, 1 LOT 1 W 5�Zyg'� ----------------- AS BUILT SEPTIC SYSTEM PLAN JOB #18-007 LOCATION : 56 CAP'N CROSBY ROAD PREPARED FOR: CENTERVILLE, MA KESIA PIMENTA SCALE. : 1" = 40' DATE APRIL 9, 2019 1H of MASSgcy a��,(N OF MgSS,9 off 508-362-4541 <oa DANIELA. G�� o�`v D., iEL cyG I fax 508-362-9880 o OJALA U) �s downcape.com © ` CIVIL02 No.465-o o � q No down cape engineering, kC. - G,STeR �� �oA.t,, ,oa S/ONAL AND SURVE�� civil engineers land surveyors ` 1, t5 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. TOWN OF BARNSTABLE LOCATION �� iu � �SEWAGE# 4otg-72)n7 VILLAGE SSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS 1-71 ' S '`` f OWNER PERMIT DATE: —` -' COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility --10 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) N Feet FURNISHED BYCA�a �sgh� J� - J I � CqA 14 04 /.19 /26' Oz ID AT 1% p_ o :::. . ...•.: g"SDR-3 p�- 'p � � CD 88 Q do �g TH4 ✓ W H l RALPH S MCCRA EN, TR 80 1 R R REAL TY TRUST Z o O ° 6 ORHAM LN ` . g2.7 \ o. n CEN VILLE, MA 02632 --� TH3 Lo Y ' J\ o \ �� ' �� Cg1•o, �9�•off �' o ,- �\ t o LOT 1 87,6 ° BENCHMARK S.F. 2.01.fAC ° s. MA A, CH lS77NE NAIL BE SET S.F.=19 5 E ° `��D SLOPE TREE �J� 82 EL. = 89.0' SLOPE 1 GORHAM LN CENTER OLLE, MA 02632 N13'04'27"E 364.81' ' so v / � O 4 DICE # 18-007 f 6 BEDROOM HOUSE , SEE PLANS BY GORDON CLARK TOP FOUND. EL. 101 ALL SYSTEM COMPONENTS SHALL BE NOTES E G E N D SYSTEM DESIGN. NORTHSIDE DESIGN ASSOCIATES \ SYSTEM PROFILE MARKED WITH MAGNETIC TAPE OR COORDINATE EXACT GRADES AGAINST COMPARABLE MEANS FOR FUTURE LOCATION. NAVD 88 (NOT TO SCALE) 1. DATUM IS 99 - EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED HOUSE WITH ENGINEER/BUILDING DESIGNER t ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONEOR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS AVAILABLE oc .75 FILTER FABRIC. OVER STONE Ice Rd X 9-9-1 9 5 BEDROOM HOUSE PLUS 1 BR FAMILY APT OVER GAR. Ser 91 EXIST. SPOT ELEV. (COUNTS WALKOUT BASEMENT FINISHED AS 1 POTENTIAL BR) 83.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 81.7 -82.5 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. -[99]- PROPOSED CONTOUR DESIGN FLOW: 6 BEDROOMS © 110 GPD = 660 GPD BLOCKS OR PRECAST H-10 NOTE MIN. WALL THICKNESS 2" j 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS �98 4] PROPOSED SPOT EL. USE A 660 GPD DESIGN FLOW RISERS (TYP.) 79.55 PRECAST RISERS TO BE AASHO H-10 PIPES LE PVC MORTAR ALL INVERT IN 78.66 HSE + FAMILY APT = 2 COMPARTMENT SEPTIC TANK REQ. PIPES LEVEL 1ST 2' COMPONENTS ENDS SIDES 79.5' TH1 t�• � 2.5 (n'p•) 3' 5. PIPE JOINTS TO BE MADE WATERTIGHT. 1ST COMP. SEPTIC TANK: 660 GPD 2 = 1320 GAL. MIN. ' TEST HOLE ( ) 89'* 10" 19" >. 10" 19" oo ° ° ° o°°o°° ° 0 BE IN ACCORDANCE WITH 2ND COMP. SEPTIC TANK: 660 GPD 1 = 660 GAL. MIN. 79.73' TEE TEE TEE TEE �o®®® M21KM moo®®�_ "Enm °°0 6. CONSTRUCTION DETAILS T RD cE 79.48 ° ° ° ° ° . 6" MIN. SUMP77 ®®OMIEJ® '°°°° 310 CMR 15.000 (TITLE 5.) Wequaquet 2 SLOPE OF GROUND k`' 2500 GAL H-10 °°°°° USE A 2500 GAL. DUAL COMPARTMENT SEPTIC TANK ° ° ° ° ° °'' ' SEPTIC TANK `GAS BAFFLE o�a,°°g°°°°,°4• 12" MIN. INT. DIM. °®®®��®®®��� ®®oo®®� ' ° ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TOj.Q�Le 1350 GAL. COMP. 1066 GAL. °°°o°° o 00°0°°°° UTILITY POLE 1350 GAL 1ST COMP, 1066 GAL. 2ND COMP. O.K. 6.11' 4.89' 79.04' 78.87' >° °o°0000g 76.67' BE USED FOR LOT LINE STAKING OR ANY OTHER WATERTEST D'BOX PURPOSE. O�°°°o°o°o°o°o°o°g°g°g°g°g°C °g°o°g°g°g°g°000 FOR LEVELNESS FIRE HYDRANT LEACHING: �° 4�?•+?,°°°°°°°°°o°o��� 0909,9°°° H-10 500 GAL LEACHING CHAMBERS BY ACME PRECAST OR EQUAL d 2 50.5 + 12.83 2 // 74 = 187.5 GPI 5'-0" LIQ. LEVEL (ACME OR EQUAL) W/ 4" BAFFLE (5) UNITS REQUIRED 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Q° o NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SIDES: ( ) l• ) 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. r 12' X 6.5' X 7' HIGH OR EQ. 6" CRUSHED STONE OR MECHANICAL ALL AROUND PRECAST STRUCTURES 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Ke�aot BOTTOM 50.5 x 12.83 (.74) = 479.5 GPD COMPACTION. (15.221 '[21) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 50.5' X 12.83' o WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. TOTAL: 901 S.F. 667 GPD (9 4% SLOPE) ( 2 % SLOPE) ( % SLOPE) *THE INSTALLER SHALL VERIFY THE FOUNDATION- 99' SEPTIC TANK 18' LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) D' BOX 21' 66.0' BOTTOM TH-3 LOCATIODIGSAFEN (1 F ALL UNDERGROUND AND VERIFYING THE LOCUS MAP FACILITY No GROUNDWATER FOUND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES BUILDING SEWER OUTLETS AND WITH 4' STONE AT ENDS AND 4' AT SIDES *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL PRIOR TO COMMENCEMENT OF WORK. ELEVATIONS PRIOR TO INSTALLING ANY UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE NOT TO SCALE PORTION OF SEPTIC SYSTEM PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 194 PARCEL 26-4 MA 12. PROVIDE NORTH AMERICAN GREEN JUTE NETTING LOT 1 PLAN BOOK 625 PG 37j APPROVED DATE BOARD OF HEALTH STAPLED TO ALL EARTH SLOPES > 10%. PROVIDE 4" ZONING SUMMARY MINIMUM LOAM & SEED ALL DISTURBED AREAS. MAINTAIN SLOPES AS REQUIRED UNTIL STABLE. 13. CONTRACTOR TO COORDINATE UTILITY CONNECTIONS ZONING DISTRICT: RC RESIDENTIAL DISTRICT WITH APPROPRIATE VENDORS, APPROXIMATE LOCATIONS RPOD OVERLAY DISTRICT (2 AC.) SHOWN. 14. NOTE AREA DRAINS TO SIX INCH SDR35 CONVEYANCE MIN. LOT SIZE 87,120 S.F. PIPE TO bAYLIGHT AT 1% MIN. AS SHOWN, CONNECT ROOF MIN. LOT FRONTAGE 20' DRAINS TO PIPE, PROVIDE 15 SF RIP RAP LEVEL MIN. FRONT SETBACK 20' SPREADER AT END, FILTER FABRIC UNDER. MIN. SIDE SETBACK 10' 15. COORDINATE WALLS WITH FOUNDATION PLAN BY MIN. REAR` SETBACK 10' 9� NORTHSIDE DESIGN. FULL SIZE KEYSTONE RETAINING MAX. BUILDING HEIGHT 30' WALLS WITH GEOTEXTILE FABRIC TIEBACKS OR REINFORCED CONCRETE WALLS REQUIRED FOR ALL WALLS SUPPORTING R=576. 69 OVER FOUR FEET OF UNBALANCED FILL, DESIGN BY PROPOSED USE: SINGLE FAMILY HOME WITH 1�0 o O OTHERS. FENCE OR PLANTINGS PREVENTING WALKING NEAR ACCESSORY FAMILY APT. OVER GARAGE (450 SF.) L -26. 41 BE CHMARKRaa ALL WALLS >30" HIGH. CE TER CATCH REFERENCE PLAN OF LAND BY DOWN CAPE EL. 102.0' (40' de Pri vG e, Pa ved�22'� Wide ENGINEERING INC. DATED 2-4-08 625/37 ° SITE IS WITHIN AP GROUNDWATER OVERLAY TEST HOLE LOGS SITE IS NOT LOCATED WITHIN A ZONE II 11 >72 SITE IS NOT LOCATED IN THE ESTUARINE ZONE 6'5259" DANIEL E. GONSALVES SE 13587 Ln z ^ 'ENGINEER: ' # 76.3 720 -- `, WITNESS: DAVID STANTON, RS �2. 9� _122� DATE: 1/12/16 ,. 'PERC. RATE _ < 2 MIN/INCH 2:1 T STABILIZE W H 4 LOAM AND CLASS I SOILS P# 14946 ••. � HYDRO ED, JUTE N ING STAPLED TO � � a ' SLOPE, PAIR AS NEE D UNTIL ELEV. ELEV. ELEV. ELEV. 84SLOPE IS TABLE (TYP.) 3 4 J 6J ,o Q 82 5 0 82 0 p 81 0' p" 1 A A A A LS LS LS LS a 3:1 TABILI 4 LOA N 1OYR 3 2 1OYR 4 2 1OYR 4 2 c� / / / ,� 1OYR 4/2 HYDROSEE , JUTE NETTI G STAPLED TO G .:': :•`::.`•:,'.:.:... 'o 9 12 6" g o� LOPE, REPAI AS NEED UNTIL . .. . _ o .:. BB B LOPE IS STAB (TYP.) G �; �? `':•• G 6 0p��0 HTa AT 1% MAN• LS LS LS LS 6„SpR3 o' ' 30 10YR 6/6 80.0' 34„ 1 OYR 5/6 79.2 1 g 1 OYR 5/6 79.5' 20 79.3 „ „ 10YR 5/6 , �-G O 1-11 Lq 0� o C C C C c9 PERC PERC TH4j w I r 0 MCCRA EN, RALPH S TR 80 Y w H1 I �9 w � I \ _ FS FS FS FS � � �, s ��o R R REALTY TRUST2 I o - o° N. I 92.7� a 6 ORHAM LN \ o > m \ �\ 108 v 2.5Y 7/4 2.5Y 6/4 10YR 7/4 10YR 7/4 CEN R VILLE, MA 02632 -� TH3 80 156" 69.5'156" '180" 66.0'180" ' 69.0 66.0 0 J O NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Q)5 TITLE %5 SITE PLAN ro0 9�`0� 0, LLco 00 On \ `g1 0 DS REALTY DEVELOPMENT 0 �-N) 359 APTAI,N LIJAHS RD OF G/ ) CEN RVILLE, MA 02632 P'N LO T 1 87,676 5 6 S Y R A r D BENCHMARK S.F. Z.D1fAC. G 3:1 T STABILIZE WI 4" LOAM A D HYDRO ED, JUTE NETT G STAPLEDHV'FILLE MA TA CH ISTINE NAIL TO BE SET S. =19.5 G SLOPE, PAIR AS NEEDS UNTIL w MA IN TREE N 82 EL. = 89.0' SLOPE IS BILE (TYP.) j 1 GORHAM LN �� 1 o � PREPARED FOR CENTERVILLE, MA 02632 �o \ K" E S A Pill TOIL N13 04'27"E 0 36mom CD 4.81 N DATE: 1 -16-2018 0 Scale: 1"= 20' 0 10 20 30 40 50 FEET r' OFMAS Assq off 508-362-4541 DA�:'IrL �� fax 508-362-9880 'o DANIELA. ' OJALA 'fo downcope.com Ch AA CIVIL '( N down cape engineefiag 18C. Q No. 46502�0 �Po NFL` y Civil engineers F SIONAL�N � Y S 1R�_i' �� � .-:� � land surveyors 939 Main Street ( Rte 6A) DICE # 18-007 , DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 18-007 PIMENTA.DWG