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HomeMy WebLinkAbout0051 DICKINSON DRIVE - Health r�51 DICKINSON DRIVE Marstons Mills A= 061 — 002 —004 i TOWN OF BARNSTABLE LOCATION) )EVV� SEWAGE#A 0 11 VILLAGE M l LW ASSESSOR'S MAP&PARCEL L — INSTALLERS NAME&PHONE NO.-Pk M C �� J �T("' k' , SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) � ,, NO.OF BE ROOMS OWNER — PERMIT DATE: 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�� �oQ� Feet FURNISHED BY �// � Ili �Ol 4,_ No. 11 — C M Fe' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Npfication for -Misposal *pstem Construction 3permit Application for a Permit to Construct k � I f Repair( ) Upgrade( ) Abandon( ) Complete System ElIndividual Components Location Address or Lot No.�-*`t � wner's Name,Ad re�s s,and(�,eyl....'No. O f 0' Assessor's Ma �cel ()"CA f�Z n 0-e' /� HU� � �Ctl _ �L4 11 Aleli l '(Aelr In 11 is Name,Address,and Tel No. 3&S D is N e Addr ss d el.No.. II I314Q K t4m cIL --E I3pal Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Q. ,` �y�r��( No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) J� gpd Design flow provided gpd Plan DateglibNumber of sheets Revision Date )r ✓� Title Size of Septic Tank Qn,P0.11 Type of S.A.S. Loci CA cy.. IQ Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of e fore described on-site sewage disposal system in accordance with the provisions of Title 5 e i nmental Code an to e the system in operation until a Certificate of Compliance has been issued by this Boa d g d Date 7 o/ Application Approved by IM. oef Date Application Disapproved by Date for the following reasons o r a u 1 ch hJ (c edV4 v/'Je Permit No. Q( 7 �� Date Issued m �b �,0 rgvl f _ No. 0� �' rJ �•� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -' TOWN OF BARNSTABLE, MASSACHUSETTS application for Wposal 6pstem Construction Permit Application for a Permit to Construct(' Repair( Upgrade~() Abandon( ) ©Complete System ❑Individual Components Location Address or Lot No. �� C{< Owner's Name,Address,and Tel.No. Lj /tQ t OV' Assessor's MaA/rcel U Cki sp n n LJI " 1�/ Ru t 1 ) of � _ �' -4 l I inct i n Installer':s Name Address,a d T e 3 N pg;, ddrers s,�n sd Tel.No. N.o. -- is Pit" Co)+ratvrN . nL9 43 � o z'1 G 313 No K u (Zo cIL � fle ► 3 ; �-� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building ���t Q i11 1�(t No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided v gpd Plan Date I t Number of sheets Revision Date ✓ v Title r- Size of Septic Tank /, 001 Il)A Type of'S A.S. teq CA e�i�rx►�P� �� r Description of Soil .P Nature of Repairs or Alterations(Answer when applicable) Date last inspected: �rr ,. Agreement: a The undersigned agrees to ensure the construction and maintenance of .e afore described on-site sewage disposal system in accordance with the provisions of Title 5 e u' nmenial Code an ne to lace the system in operation until a Certificate of Compliance has been issued by this Boa d a t I a, Date / p/ r r Application Approved by IMP ) Date b it y _ Application Disapproved byqDL Date G for the following reasons -1J ID � _ J n . etn, �/ �j ) / / lI41, �wen) r We J Nu �arrt�A"i 7�'bo� 14rA F[/d A6,6j, Permit No, 7 a O l Date Issued J / ,�/ ' �IP j,014,4 f -, _ --------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(k Repaired( ) Upgraded ando ( ) Abned( )by o u m c �- � L, at rr-,an fl J-•e. 5 J has been constructed in accordance / with the provisions of/Title 5 and the for Disposal SLst ni Construction Permit No. /7 Q) /dated /��l__�p//J � " Installer �,( { rt�rnE fi�r ja Designe� 2i 1l u 0_<. _ ia4-e. S -r- #bedrooms 3 Approved design flow 3 gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ----------/----------------------------------------------------------------------------------- .- - - 0,) Ll Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit f Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at �7f� t(�Sl,l n A 42 - 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. r Provided:Construction must be completed within three years of the date of this permit. Date � ' 0/r Approved by V,w i f Town of Barnstable Regulatory Services y Richard V.Scali,Interim Director + BARMABIX, a Q Public Health Division ,} '0nr,npsn Thomas McKean,Director '1 200 Main Street,Hyannis,MA 02601 -' Office: 508-8624644 Fax: 508-79&604 Installer&Designer Certification Form Date: 3/21/2019 Sewage Permit# Assessor's MaplParcel61104 Designer: J.M. O'Reilly&Associates, INC. Installer• PKM Contractors Address: P.O. Box 1773 Address: 313 Hokum Rock Road Brewster, MA 02631 East Dennis, MA 02641 On PKM Contractors was issued a permit to install a (dat ) (installer) septic system at 51 Dickinson Drive based on a design drawn by (address) J.M. O'Reilly&Associates, INC. dated 1/25/2017 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. 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. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed ip..c 1iance with the terms of the I1A approval letters if applicable) OF Mq s } ` O'REILLY ( §taller s"Signature) c;►vII_ 1,10. 36200 ( is Signature) (Affix Oft Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH 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. QASeptiMesigner Cetificafion Form Rev 8-1 4-]3.doc Town cif B a axnstable . PO Dopartinok of Regulatory Services I Public Health Dwon DataVA- mad 20D Main sited,Hyannla MA oMl • a a Rate Scheduled Time M p'ee)?d, G� ' Soil Suftab,z�,��z�ty Ass-e�sSment�,for Sewa a zsposal Peifmmcddty: oiw* �t I V 1_ By, " nS Wtmessed J LOCATION&'Gil LINFOM.11 N L=tton Aderos, g , nn tt t, RR� j1 t 536 /uef IGf/. OpnetaNeme)(A17t �'i�ll''�luntnrtl{wl nS M.�lS Address`,grrh M1�AM�VAi4 & Aasesso�aMapiPorcelt• 0l 1 ()d am� O�� Englnae�aNameK4.d Of f Ii4lg, 11 3,/�'4 NHWCDNSIT1C(/cmN t_� REPAIR Stapes(yt,),k���_ s�p�'aca q Dhmncas frgm epee Water Epdq 1'oniltto WrdMe oA i t. Ddtdcing Water Wall s y Qfj llralitag wq> !Qb R hope*Lino other tt MC$0(Sttcct oamd,dimensions uflot,exalt locatlona of teat holes&pew tone,lacato wadanddn proximity to boles) dd� J� wt� _ - . Pa,ant emtatlal(gwloglo) QK'6,95h 06AJ^ ` ildptlt to Eadraak��T w_r Daptblooraundweter,staaetogwaterinHolat 411A . WappingitompRPaeo AIIA RsdmdmseasonalAtghDmandwatar_rt/0 6r714 dweler )tomn0recL D TI NFOR SEASONAL-RIG1I�WATT-R TAUR MWMlkcd:-.* o rYa iVn er Li'1COul�jf'�f��Gll Depth obsmvad staadieg in elm hole in, Depth to sell jMLdUt"A,�,�,,,�,,,tn.' D toweopingfromsidoarob.%Mw In, UmuadwAwAdJmltdoot,_,,,,,_,_,.__• ••.h. • IndeaWelti! RewtloglTata Jndex Wctl levol,.:�„r, A,�,�hatot•.,..._.,,,..AdJ:GroUn�lwalaeJ.ava1,,,_, PERCOLATXON TEST 7ldine s +xm ' note# LSJ_ •llnm sw DepthofPcm �� 7lmaatd" BlattAta-aoak%rro Had Ptp•saak "Los •I-� Rate Mhff A, �•a S R 9lrosaitabllityAatia+srxM BitePasaeB. �.. sltpFatledt AddldoaolTeatingNeoded(Y/N} Willed,PublicHeatlhDlvlslon ObserYagonHoloDatnToBeCompiefedonBnok -----• ***If po colation test is to be conducted within 100'of wetland,you must first notify the Barnstable ConeWation Division at least one(1)weal(prior to beginning. Qt15HP77t:4PERCPORM.DOC , �a �S aV D)MROWERVATION HOLE LOG Hole# Depthfrom soilHodzat SotlTaxtum SIMeel" Soft• other �Oo•) (USDA) (Mwhrelq Mouses (Sowoture,stout,Beem n. • Q Yl a an'S � IDYR� • �—�S6 fi+'te aatnti, i��R�/g dtone. � �� 3S6-fro Mere. Id 10YKf'IIQ tRcn2 DEEP O R'VATIONIKOL19.LOG Hole# Depth ftm S611Hwim .SollTexlurc Sell eel" Soll Other SuMan(In.j (USDA) (Mhmna) Mouling Mtruetum Stones,Boulders. p7—T vie 3! 00Me S-3�d line Sar+c{ IDYR!f none. 38-1 a0 �' 1�1e�, Sand caYR�Pr� el®ne . DEEP OBORVATIONHOLE LOG Holt:# Depthfroni SoffRuonn Soi►Textem Sall color Sell Otor surfaoa(10.) (USDA) (HUMID ' Mottling (SWapue,Stwm,Houldete� Via- f9--o2$ one and i0)eP*7g vtona a�-d3a G W Sand. Ioyoptc,i that'c - DEEP OBORVATIONHOLF,LOGS HoIa# Depth finm SullHadhmt SollTmtum 611&Tor Sall Other Surface(fn.) (UgDA) (Munaell) Mochas (Structure,S(Cper.Hauldas. conslatengy. Omni) (q-as 13Kne`' d lakR�/ none d a -13a C mot. hand ioYR�c� now Flood InMance Rate M—W, • Alave500yearnoodlrooadary No,_, Yee�,Q„ , . w111t1n500yeertrattodaty tVo,�, Yw,_•,� • wilbin100yi.Mal b..&VPln,% Yes_,,,.., Death of Naturallvoccurrine PerviousAlaterlal Does at least four feet ofnefurally ocourringpervious mnlatal oxlstin all areas observed thrpughaut the area proposed for the soil absorpfibn system? to If not,what is the depth ofttaturally nccuning pttry as matal'iall C tt ea to •. I certify that on (data)I hava passed the loll evaluator examination approved by the DepartmantofEnvlrommnntalProtwgon and that the above anslysla was pert'oemedbymnwmistontwhh the retluked training expord nd axperlanao described 1n 410 CMR I5.017. Signature QMPYI(MCMRMDOC , Alw 3-BR RANCH FOR HABITAT FOR HUMANITY OF CAPE COD LOT #4 51 DICKINSON DRIVE BARN STABLE, MA Ad OR I 1 7 W .o i m F— _ Ln O a cm aco E -o = o ARCHITECTS BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. .0 203 WILLOW STREET SUITE A 93B COURT STREET, UNIT 22 _ co YARMOUTHPORT, MA. 02675 PLYMOUTH, MA. 02360 -- TEL. (508) 362-8382 s E 8) WWW.CAPEARCHITECTS.COM 00 � Na o PERMIT SET - } � 1 04 � 11 , 02 . 2016 STAMP: ° b ( BULKHEAD FOUNDATION 1 E———I = - 8"THICK X T-I" HIGH A3.0 1 ------1 _a CONCRETE FOUNDATION _ - I G"X 8" CONCRETE FOOTING 44' - 0" 04 M 3' - G" I I 5' O" I I 1 7' - 2" 18' - 4" W m a c o � - - - � L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'o ° - - - - - - - - - - - - - - - - - - - - - - - - - - -°- - - - - - - - - - - - - - - ° I Z r UP BASEMENT CORRUGATED STEEL WINDOW I z 17 WINDOW WELL W/ Gil CRUSHED STONE I I z ( ❑J p AT BOTTOM, TYPICAL AT I I o C6 a L" I7 , BASEMENT WINDOWS I I O wI �_ o Imp _° 3; w � mQ o 3-1/2"THICK CONCRETE SLAB- I a I c o I Cn 10" DIAM. CONCRETE PIER @ c�T o ON-GRADE OVER 6 MIL POLY SIDE SENTRY DECK, FOOTINGS o a = ( VAPOR BARRIER TO EXTEND 4' BELOW GRADE, I ; CN 3-1/2" LALLY COL'S ON 2-G X TYPICAL I I i i O 2'-0 X 1'-0" CONCRETE PAD I I I U FOOTINGS, TYPICAL , 1 O O I i i Lu a FULL BASEMENTLu N =OQ 00 L—J z L"LI 4"X 8" BEAM I U Z O J C I 4"X 8" BEAM F — L - - -1 3-1/2"X 9-1/2"VERSA-LAM BEAM POCKET I O Q Q �- `n Q ° e ---POCKET--------- �__ -=-I---- ---- ABOVE-- =---- ------- _ -- ---_- I ------ Q z g ------ - ---------- -- - -- -- ------ - - -- -----------�----- -------------- _-____-________-_----__-________-___==-==o-=-==___-_______--_-� I Y ry > m 9' O L - - 5' 8" L - - J 81 8" L - - -I 8' 8" �- - - 9' 0" 3 0 1 0 m m 0 Q m - - - - - I - - m O m EE LL o m TYPICAL FOUNDATION CONSTRUCTION -q TITLE: a I L ---- - - 8" THICK 7'-9" HIGH CONCRETE I CONTROL JOINT p I FOUNDATION I I FOUNDATION IN SLAB i-- I G X 8" CONCRETE FOOTING I I PLAN C - - - - - - - - - - - - - - - - - - - - - - -- 1 - -� U ' ° .� : - �� DATE ISSUED:11.02.2016 U - I— — — — — — — — — — — — — — — — — — — — — — — — — — 0 10" DIAM. CONCRETE PIER @ FRONT - REVISIONS: ENTRY DECK, FOOTINGS TO EXTEND O P 4' BELOW GRADE, TYPICAL p o 3 I 7' - 0" G' - O" 6 O I C in L — — — — — — — — — — — — — — — — — — — - E — — — — — — O E I , - d DRAWN BY: y ° - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DRAWING NO.: 24' - O" 20' - 0"ID o EQ SMOKE DETECTOR A1 . 0 FOUNDATION PLAN STAMP: ,f I A3.0 44' - 0" 6 - O" 1 ' 6" N - c w 'o m C, 0 us � o o o U PROVIDE INSULATION AICusE _ BATH J o _ W WRAP AIR BARRIER AT EOR WALL NUL d PRIOR TO INSTALLING TUB/ 110WER 08 N z� UNIT KITCHEN DINING �_ �; _¢ 1 2 - 2 I/ 8 6 � W o � 02 � �I 03 � ~ y a O � a BEDROOM N _ = w ON Fa cal 2' - 0 I/ 1 5' - 5"03- I 07 — 01 I - 4�� � �m 9" 16 �n a� . ' %N op 14 O 22' - 8 1/2" � � 12' - I I I/2" `n 2' - 0" 5' 0" 2' - 0"1' - 0-10 Lu " U 5 O G' - 7" - 1 N m REF. 02 o U 14c w — I O 13 CLO5. 2 3 I/2' 20' - 5" N U O CJ N CLOS. O = d ba u i c o P - I --- o z z � O m R OM N 09 3' - 8"—INN I I' - 5 I/2" N LIVING o c � ~ z Q p En O — cn c m �v �o ® m c —, Y z 2 22"x30" R.O.ATTIC L_' I 05 04 m p Q 06 m ACCESS ADV.. `� DN m 0 `'� O r m �- Lo o' _ 5' - I I" _ _ - 4' - 2" 07 CLOS. — 19' - I I" m 00 CL05. N 10 N Q ° 11 O 9' - 2" O 3' - 2" 2' O" 03 c`v TITLE:0 10' - 4 112" s I o CL a- FIRST 10 01 n o FLOOR BEDROOM N `� PLAN O ' BEDROOM #1 DATE ISSUED:11.02.2016 ' U 0 05 le 0� REVISIONS: 3' - 81/2" 8' - 71/2" 7 - (5" 20' - O" O N 5' - 4" 10' `01, N 8' 8" I � cLos. 1 FRONT PORCH H Ing o os U N DRAWN BY: E _ _ d 24' - 0" DRAWING NO.:° u 5 4 O INDICATES 44' - 0" SMOKE DETECTOR Al . 1 , l I I FLOOR PLAN - 313R RANCH 2 114" = 1'-01I I I BAN TAB R S LE, O I L TEST LO GENERAL NOTES.. . . . 5 G5 . MA A AT TEST HOLE. I: EL _7G.8_ . SYSTEM DESIGN C LCUL ON5 ' LOCUS A: NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM , 1 SEWAGE DESIGN FLOW. r L . L OIL OTHER , A D, DEPTH FROM 501 SOI SOIL 5 \- UNLESS H 20 COMPONENTS RE USED; SURFACE.- HORIZON TEXTURE COLOR . MOTTLING 3 BEDROOM DWELLING @ 1 LO GPD - 330 GPD INCHES (USDA) MUN5ELL A I ED N ( 5 ) ( ) NOT BE RESPONSIBLE FOR THE SYSTEM S DES GN U B)THE DESIGNER WILL O . LEACHING CAPACITY REQUIRED. � iE fine Loamy n I Y 2 NO J Co E ne om ad 0R3 _ ANY CHANGES SHALL B APPROVED IN WRITING. 05 S :LESS CONSTRUCTED AS SHOWN N CH E _ 3 BEDROOMS (MAX: f I O GPD.- 330 GPD REQUIRED h IJ E @ 149 fine San I OYR7 8 NO FY H LOCATION OF ALL 5 38 B d `C. CONTRACTOR SHALL BE RESPONSdBLE FOR VERIFYING THE LOC ON SEPTIC TANK CAPACITY.REQUIRE[): NONE,' Q 9 m YR 2 - C I Medi . Sand I O G G 38 I 0 ENT F WO `:.DAILY FLOW = 330 GPD 200% = GAL. , UNDERGROUND AND OVERHEAD'UTILITIES PRIOR TO COMMENCEMENT O WORK. @ 6G0 G L REQUIRED PERC 57• <5 MIN IN . SEPTIC TANK CAPACITY PROVIDED: CONSTRUCTION NO` TES 1 500 GALLON SEPTIC TANK MIN. ALLOWED TEST HOLE:2. EL 7G.8_ LEACHING CAPACITY PROVIDED: 1 OTHER DEPTH FROM SOIL SOIL SOIL 50 L O - . ONE I .25.0 X 1 2. 3 X 2. EA H N H TT O 8 O L C I G CHAMBER CAN LEACH FA N TEXTURE ' COLOR MOTTLING T E TAT ENVIRONMENTAL CODE SURFACE HORIZON I. ALL CONSTRUCTION SHALL CONFORM O THE STATE VIRONM _, Vt= 25.0 X-12:83 + 2 .O X .O 2 + f2: X 2. 2 - P- [( ) ( 5 2 ) ( 83 O) ] X 0.74 GPD/SF 349 28 GPD A EAT " INCHE5 ': (USDA) (MUNSELL) TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH.H > `349 GPD>330 GPD REQUIRED 0-5 E Fine Loam Sand I OYR3 2 NON E NOTE; _ ` GARBAGE DISPOSAL NOT PERMITTED W T HI 2. EPTIC TANKS° GREASE TRAPS DOSING CHAMBERS AND DISTRIBUTION ' A S IS OWITH T S DESIGN. _ N IJE - 5 38 B Fine Sand f OYR7 8 O H HAS BEEN MECHANICALLY INSTALL: BOXES)SHALL BE SET ON A LEVEL STABLE BASE WHICH S N M , Y " NONE Medium Sand I O RG G O 38 120 C I ed ' '` ONE I - 1500 GALLON SEPTIC TANK - • :COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE.: ( ) ONE I 3 OUTLET DISTRIBUTION.BOX H 20 Rated A ,MSTANDARD i 2 AND SH LL HAVE 3. SEPTIC TANKS SHALL MEET AST C I 7 93 ) O 'TWO'2 - 00 GALLON LEACH CHAMBERS:WITH F T E A AROUND O 5 4 O s ON ALL ROU D "` MANHOLES. THE MINIMUM DEPTH FROM THE BOT- AT LEAST THREE 20 DIAMETER M OLE M NOT TO SCALE _ TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48 . TEST HOLE 3. EL=7G.8 , 501E . 501L OTHER AND OUTLET TEES SHALL EXTEND A MINIMUM OF G , DEPTH FROM SOIL SOIL 4.)SCHEDULE 40 PVC INLET NIN SURFACE - HORIZON TEXTURE COLOR` MOTTLING PTi AN AND AL BE INSTALLED:ON THE F :ABOVE THE FLOW LINE THE SE C TANK SHALL S D (USDA)- MUNSELL PLAN'BOOK 286 PAGE 63 (INCHES) NS ) ( ) CENTERLINE OF THE TANK bIREGTL UNDER THE CLEAN OUT MANHOLE. E. _ DEED BOOK 29590 PAGE 283 ' O G E Fine Loam Sand- I OYR3 2 NONE A 5E5 O 5 MAP I PARCEL 2 5. RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST , G 28 B Fine Sand I OYR7 8 NONE S S R G AND OUTLET TEE T WITHIN F CONCRETE WATER TIGHT'RISER OVER INLET N OU L S O G O 28 132 C I Medium Sand i OYRG G NONE FE T _, A P .A . A RE R CI M STER SITE ROAD PROF i LE L N Y THE L A BOARD F HEALTH GENT FINISH GRADE OR A5 APPROVED B H OC L A O L - PERG g 51 <5 MIN IN F ADDITIONAL AI F ENTIRE 1 TE POP-EQUIVALENT. PIPE HAL OR ON L DET LS ORE R S . 6.j PIPING SHALL CONSIST OF 4 SCHEDULE 40 VC SHALL LEGEND E F T E THAN BE LAID ON A MINIMUM CONTINUOUS`GRAD O NO L SS T % '. - ' - TEST HOLE 4 EL 7G 8 .------. 2 3 i 1 ABSORPTION Y5T M AS RE REQUIRED)SHALL BE 0 EXIST NG CONTOUR 7, DISTRIBUTION LINES FOR SO LSYSTEM ( Q ) P I IL 501E SOIL OTHER „ DEPTH.FROM SO L SO 32 _' MOTTLING PROPOSED T_ 4,DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED SURFACE HORIZON TEXTURECOLORCONTOUR M N U(INCHES) (USDA) ( SELL) AT END OR AS NOTED. x 12.34 EXISTING SPOT GRADE O G E fine Loa my Sand_ I OYR3 2 NONE 8:) OUTLET PIPES FROM DISTRIBUTION E T B 24x5 BOX SHALL REMAIN LEVEL FOR AT LEAST PROPOSED SPOT GRADE - and IOYR 8 NOIJE > BE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION G 28 B Fine S 7 2 FORE PI I OI �R - Meal um Sand I OYRGIG NONE WATER SERVICE LINE 28 132 C'I Me u BOX TO ASSURE EVEN DISTRIBUTION. : ; OVERHEAD UTILITY SERVICE. M MP F MEA RED BELO 9: D15TRIBUTI N BOX SHALL HAVE A MINI UM SU O G SU W -U- UNDERGROUND UTILITY SERVI CE THE OUTLET INVERT. A SERVICE LINE ATE F E T N 22 1 G G S SER C„ Q O T S I G 8/ / Tp H LEACHING FACILITY SHALL CONSIST OF:3 4 TO , ,. ' 10•) BASE AGGREGATE FORT E L C / ,. .. IN IN IN YE PE PERCOLATION RATE:. LESS THAN 5 M CH C I to R. R OIA RA S / HOLE IN TON TEST OL BORING LOCATION = F N 'F NE A DUST AND SHALL 5 I 2 DOUBLE WASHED NATIVE STONE FREE O IRO FINES AND US L '1/ O E S N E _ EITJ.M. O EILLY+E ASSOCIATES, INC._ :WITNESSED BY ROBERT:REEDY , J R SSOC S, 2 GI 7I T F1 F F HE DISTRIBUTION LINE O T E BOTTOM O THE BF INSTALLED BELOW THE GROWN.O TST SEPTIC TANK' DAVID STANTON;AGENT, BARNSTABLE HEALTH DEPARTMENT �L7U. J lJ A A BE V WITH 2 BASE AGGREG TE SH LL COVERED A-SOIL ABSORPTION SYSTEM A NO WATER ENCOUNTERED DBDISTRIBUTION , _ BOX „ „ cn N N + WASHED NATIVE TON F E OF IRON FINES AND I ..LAYER OF 1 8 TO 1 2 DOUBLE SHE E STONE RE DUST. 7T7 / / T F GPD F FOR SIZING OF 501 ABSORPTION SYSTEM: USE.A LOADING RATE O 0,74 /S L _ � A`. s s I ABSORPTION Y TEM v- SO LSYSTEM VENT ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET I.) E SOIL BSOR N S N tv _. Reserve o E F T E EEVDFORUUR O I PA T UNDERDRIVEWAYS PARKING AREAS N R S R WHEN LOCATED EITHER IN WHOLE R N R � t +I cv I T E PRESSURE DO ED. _ UTILITY POLE ,, TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHENS O M- HA BE COVERED WITH A MINIMUM.Of 9 OF N ' CATCH BA51N 12.)SOIL ABSORPTION SYSTEM SHALL R M � _ _ Z7 - A MEDIUM SAND (EXCLUDING I �CLEAN E IUM S N ( CL TOPSOIL). , FIRE.HYDRANT „ _ ,, _ , 0 SHALL E A MAXIMUM OF G OVER TOP OF ALL SYSTEM 13J FINISH GRADES L B 3 O �HEd ti � WELL A' �O E ITANK, DISTRIBUTION B X DOSING CH MBER , COMPONENTS, INCLUDING THE S PT IC BOX, , DRAINAGE MANHOLE TAN HALL HAVE A MINIMUM COVE i AND SOIL ABSORPTION SYSTEM• SEPTIC KS S R r ■ CONCRETE BOUND, F ND � CONGR OU OU OF 9114 t D cp .• P AB': _ UNTIL TO OF BANK 4. FROM THE DATE OF INSTALLATION OF THE SOIL SORPTION SYSTEM U IL ' _ _ ) b BOXWITHIN ,. ,. .. .. ,--• Iv BUILD ONE COVER TO \ O __ _ MPCI NCE THE PERIMETER OF THE SOIL ABSORP- __ RECEIPT OF A CERTIFICATE OF:CO A ,, � ( J LIMIT OF WORK G OF FINISH GRADE TION SYSTEM SHALL BE STAKED AND FLAGGED'TO'PREVENT THE USE OF SUCH �l FENCE AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. , „ . `EDGE OF CLEARING ACONSTRUCTION F EALTH HALL REQUIRE INSPECTION OP ALL , 1 5.)THE BOARD O H S .. ,- r - ✓ � / N I TH SYSTEM RE- BY 0 8 A D Of HEALTFI OR THE`DESIGNER F 15 E /�✓ � � -_. ,, k .._AN AGENT OF THE O R ( T CERTIFY N WRITING A E SUCH PERSONO RTT I . _ QUIRES A VARIANCE�1�1Q M Y REQUIRE S __ _s._y..,,_,... r .., r. WITH THE TERMS OFT E _ .�.,.. .,., ., . _ _P ETED I ACCORDANCEWI �A "BEE COM L N ,._ , , <. .,,. ., .THAT ALL WORK H S N � , r.... .,. _ ,...-.... .. .. ..... ........ ..qq ,. ,X ...r. : , ,�.H ADVANCE NOTICE IS REQUESTED.AND APPROVED PLANS. 48 OURS BENCHMARK NOTE PERMIT ,, , ., a ,� ,, t _ r B I HORIZON) _,r >E H RIZON �SU SO L B .A THE TOPSOIL 16. SOIL REMOVAL: O ( .. r-... _ C LAYER F A SHALL BE REMOVED DOWN TO EL 73.G OP OF 1 OR R ) J.M. O REI LLY � A550C I ATES A FI LED WITH CLEAN AN EOF PEST FROM THE S. S. RE DIST C 5 X F__ � , . . .. ., N . �.,... A ._ �. ,.,. .,,..,,.,.. ., . S LL SET BEN N M A ACTED TO MINIMIZE SETTLEME T _. _ 2 V C RK TITLE 5 SAND,_COMP w _ ............. ..Y,:, .. v_. F LINER . .... .. _,.... -....-_._. ._,._...?..o f ... .. .... .vr.....v... HE PLAN. TOP O L __ ,- _ _..,�,_ ,� �.. A SHOWN ON T _ . _..u, ., , , �.P.E LINER 5 .. .. ,, r_ :TALL A 40 MIL H D _ w> ,17. INS _. _ _.a. .,��� .z, _ TO ,. _,_.. � r P 'T_ ., � ,r � R OR O ;CONSTRUCTIO . ,{� 2 N AT LENGTH OF LINER IS 5 L M EL 3 T E AND SOTTO 7 .,. ._. ,Sf1ALLBE A L 75 r_,<.. . �.. _. _. _ _� ,.,. 4 ,. . r „ .9 A _ - t r L REMOVAL 5 -; E ATI , f � _ , DWELLING EL V ON , . . REVIEW USE LOCATION, GRADING.� 18. BUILDE OWNER TO REVI HOUSE OG . , O ,.., �� �, - _ _ , _.. l NOT „5:_ _v E NO IG SEE ;` � DPE INE� 40 MIL H t R , . ., • TI N. r >PRIOR TO START OF CONSTRUC O ., C� r ; W i i SEE NOTE i S O 7 r 5 � O AY LOCATION, GRADING� MATE RIAC PRIOR. � / � /� ,v 11' 19.J BUILDER/OWNER TO REVIEW DRIVEWAY L , OF Y - �H OF TO START Of CONSTRUCTION.,• :5 .5 , _ � ,;,�,.. R s �N AIA, L . / y L . JOHN 1 to f4� e<+ F _II..LY � Q rs �� ,. r �- o O REILLY PLAN VIEW i _ 40 MIL HDPE LINER � w !� � U ra NO.AfiT33 ��). 362Qf3 0 0 SCALE: ,� � 1 FL01N P ISO FI LE. e- � NOT TO SCALE FOUR 4 COVERS TOTAL. ( ) 70 q, 78 24 DIAMETER CONCRETE COVERS " D I SAS rn RAISED TO WITHIN G OF FIN1511 2 ST,; I B, TOP OF FOUNDATION �S GRADE (OR AS NOTED) ;.: = . + E EL 8,1.O_ r' SEE NOTE#5 f 8er , ( ) LOT. #4 - � Sack o ment t _ ,f E = 0+ = + Pro osed EL=78.0± ave Proposed L 79. Proposed EL 78.5- p E e o •r y � Edo d' t,/` %" '',tom"/':r'.��• // ,/ � �' E i E .,.. 3G Pro osed \`�, p �, - � HABITAT FOR HUMANITY OF CAPE COD INC. 9 Min -_3G ,Max + 0 75.0- \, 41 I MAIN STREET, SUITE 6, YARMOUTf1PORT, MA 02G75 ;A ' 2" LAYER OF I!8"- I/2' STONE �` PLAN IT 78.00 75.35 1 S E SEWAGE SYSTEM DESIGN PLAN 10114 75.I O in ;. ,. 3/4" 1-112"STONE 74.25 _ SCALE, 1 20 :. LOT #4 DICKINS N < 3 75.00 74.83 ,< ,.- ,, ,f N r ,� ,/, �_ O DRIVE, BARNSTABLE, 'MA 40 r .;zf , ✓'1' •• � 2" DROP INSPECTION NOTE: GAS BAFFLE' 72.25 J.M. Q REILLY & ASSOCIATES INC. TO FINAL INSPECTION BY THEENGINEER, SYSTEM USE TWO (2)SHOREY PRECAST PRIORProfessional Engineering .• . .., 6.4_ NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS, & .Land Surveying Services 500 GALLON LEACH.CHAMBERS , 20 40 60.Lon est Run WITH 4 OF STONE AROUND 0 ; 9 I I ---- 3 I G 1573 Main Street Route 6A 1 500 GALLON D5-3 " (ENE)VIEW) E = .8± BOTTOM OF TEST PIT..#3 LOT 4 ��- ' P.O. Bog 1773 � G5 SCALE I -.20 508 896-6601 Office B - SEPTIC TANK D-BOX LEACHING CHAMBER ( ) rester, MA 02631 (508)696 66oz Fax 25:0'x 12.83 x 2.0'; DATE: SCALE BY: CHECK: JOB NUMBER: H-20 G= obs Habitat\8 122 - 53G River Rd Barnstable\dw \81 22.Construction Plans:dw �/14/I G A Noted RFR JMO JMO 81 22 \P,A.J \ 9 -9 BARNSTABLE, GENERAL NOTES : SOIL TEST LOGS : Y MA TEST HOLE 1: EL=7G.8± S STE M DESIGN CALCULATION S A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM DEPTH FROM SOIL SOIL SOIL SOIL OTHER SEWAGE DESIGN FLOW: UNLESS H-20 COMPONENTS ARE USED. SURFACE HORIZON TEXTURE COLOR MOTTLING 3 BEDROOM DWELLING @ 110 GPD = 330 GPD B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- N (INCHES) (USDA) (MUNSELL) LEACHING CAPACITY REQUIRED: LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. € 0-5 E fine Loamy Sand I OYR3 2 NONE 5-38 B Fine Sand 1 OYR7/8 NONE 3 BEDROOMS(MAX.) @ I 10 GPD = 330 GPD REQUIRED Q°„ 149 C.)CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL 38-1 20 C I Medium Sand I OYRG G NONE SEPTIC TANK CAPACITY REQUIRED: �q UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. PERC 57" <5 MIN/IN DAILY FLOW= 330 GPD @ 200% = GGO GAL. REQUIRED CONSTRUCTION NOTES• SEPTIC TANK CAPACITY PROVIDED: TEST HOLE 2: EL=76.8± 1500 GALLON SEPTIC TANK(MIN.. ALLOWED) DEPTH FROM 5O1L 501L SOIL 501L OTHER LEACHING CAPACITY PROVIDED: 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, SURFACE HORIZON TEXTURE COLOR MOTTLING ONE(1) 25.0'X 1 2.83'X 2.0' LEACHING CHAMBER CAN LEACH: TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. (INCHES) (USDA) (MUNSELL) Vt=[(25.0 X 12.83) + (25.0 X 2.0)2 + (12.83 X 2.0)2]X 0.74 GPD/5F=349.28 GPD 8 0-5 E Fine Loam Sand I OYR3 2 NONE 349 GPD>330 GPD REQUIRED 2.)SEPTIC TANK(5), GREASE TRAP(5), DOSING CHAMBER(5)AND D15TFJ13UTI0N NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN. B0X(E5)SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY 5-1 2 0 C I Medium Sand I OYRG G N B fine Sand I OYR7 8 NONE INSTALL: COMPACTED, OR ON A G INCH CRUSHED STONE BASE. 38- ONE ONE(1) - 1500 GALLON SEPTIC TANK 3.)SEPTIC TANKS)SHALL MEET ASTM STANDARD C 1127-93 AND SHALL HAVE ONE(1) -3.OUTLET D15TPIDUTIOIN BOX(H-20 Rated) TWO(2)-500 GALLON LEACH CHAMBERS WITH 4'OF STONE ALL AROUND AT LEAST THREE 20"DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- NOT TO SCALE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". TEST HOLE 3: EL=7G.8± 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" DEPTH FROM 5O1L SOIL SOIL SOIL OTHER >:'RO P E RTY D ETAI L ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE SURFACE HORIZON TEXTURE COLOR MOTTLING (INCHES) (USDA) (MUNSELL) PLAN BOOK 286 PAGE G3 CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. o-G E Fine Loamy Sand I OYR3 2 NONE SCALE: I" = 1 00' DEED BOOK 29590 PAGE 263 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST G-28 B Fine Sand I OYR7 8 NONE A55E55OR5' MAP G I PARCEL 2 CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"OF 1 28-132 1 C I Medium Sand I I OYRG G INONE I I 2Gi 71, FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. PERC 5 1" <5 MIN IN G.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL LEG E N D BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I%• TEST HOLE 4: EL=7G.8± j 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED)SHALL BE DEPTH FROM SOIL SOIL SOIL SOIL OTHERLOT 4 32 EXISTING CONTOUR 4"DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED SURFACE HORIZON TEXTURE COLOR MOTTLING 32 PROPOSED CONTOUR AT END OR AS NOTED. (INCHES) (USDA) (MUNSELL) BENCHMARK: X 12.34 EXISTING SPOT GRADE O-G E Fine Loam Sand 10YR3 2 NONE To of Stake PROPOSED SPOT GRADE 8.)OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST G-28 B Fine Sand I OYR7 8 NONE ELp79.7± (NAVD88 Datum) 24x52'BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION 2G-132 CI Medium Sand I OYRG G NONE WATER SERVICE LINE BOX TO ASSURE EVEN DISTRIBUTION. a 2y \ot -0- OVERHEAD UTILITY SERVICE 9.)E OUTLET NIVON T.BOX SHALL HAVE A MINIMUM SUMP OF G"MEASURED BELOW P\G��N54N0 -U- UNDERGROUND UTILITY SERVICE 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO DATE OF TESTING: 8/22/1 G GAS SERVICE LINE PERCOLATION RATE: LESS THAN 5 MIN/INCH IN 'C I' LAYER. 1-112"DOUBLE WASHED NATIVE STONE FREE OF IRON, FINES AND DUST AND SHALL - TEST HOLE/ BORING LOCATION BE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE WITNESSED BY: ROBERT REEDY,DAVID STANTON, AGENT,, J.M. B BR �ASSOCIATES, INC. 2G 1 .7 I'ARNSTSTABLE HEALTH DEPARTMENT �pV„�U• 57 SEPTIC TANK SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" NO WATER ENCOUNTERED DB DISTRIBUTION BOX LAYER OF 1/8"TO 112" DOUBLE WASHED NATIVE STONE FREE OF IRON, FINES AND DUST. USE A LOADING RATE OF 0.74 GPD/5F FOR SIZING OF SOIL ABSORPTION SYSTEM. +I SAS 501L ABSORPTION SYSTEM 1 1.)VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; O c�i Reserve RESERVED FOR FUTURE WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. ct' i CQ3 UTILITY POLE 12.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF cv ® CATCH BASIN CLEAN MEDIUM SAND(EXCLUDING TOPSOIL). O/ /- +I I � ' `r WJ FIRE HYDRANT 13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G"OVER THE TOP OF ALL SYSTEM b COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER cp SHED F / ® WELL ® DRAINAGE OF 9", HALL HAVE A MINIMUM COVER TP I/2 \\ , 797 ■ CONCRETE BOUND, FOUND AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS S 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL cs -' �- TOP OF BANK D BOX BUILD ONE COVER TO WITHIN / N IMI O RECEIPT OF A CERTIFICATE OFnCOMPLIANCE,THE PERIMETER OF THE SOIL ABSORP- G � --- "OF FINISH GRADE �l L T F WORK TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. 15-)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION \ G \\� LO EDGE OF CLEARING BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF TH15 SYSTEM RE- AR EA 33,G 5 SF- QUIRES A VARIANCE)AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE x PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. I G.) SOIL REMOVAL: THE TOPSOIL(E HORIZON)*SUBSOIL(B HORIZON) SHALL BE REMOVED DOWN TO EL=73.G± (TOP OF'C PLAYER) FORA t OF Iq�Y4 � DISTANCE OF 5 FEET FROM THE S.A.S. AREA TO BE BACKFILLED WITH CLEAN 'TITLE 5"SAND, COMPACTED TO MINIMIZE SETTLEMENT. a o J0HN " c� 17.) INSTALL A 40 MIL H.D.P.E. LINER, AS SHOWN ON THE PLAN. TOP OF LINER STONE 1,' �O �' 1 e" OO M. `t S � SHALL BE AT EL=75 AND BOTTOM AT EL=73. LENGTH OF LINER 15 50 FEET. „�; , , • x G + 2 W v Q!�rLLY lLl.V y Ci�►K W c� 18.) BUILDER/OWNER TO REVIEW HOUSE LOCATION, GRADING DWELLING ELEVATION 5'501L REMOVAL O , , _, f O R90:4673 (a,O'S200 PRIOR TO START OF CONSTRUCTION. SEE NOTE I G 40 MIL HDPE LINER (A 19.) BUILDER/OWNER TO REVIEW DRIVEWAY LOCATION, GRADING MATERIAL PRIOR SEE NOTE 17 \ y SO O TO START OF CONSTRUCTION. 25' ' \ m REFER TO MASTER SITE ROAD PROFILE PLAN FOR ADDITIONAL DETAILS FOR ENTIRE SITE PLAN VIEW 40 MIL HDPE LINERry SCALE: I" = 10' FLOW PROFILE: NOT TO SCALE a• ' m FOUR (4),COVERS TOTAL: \ 7. F 51 D I C KI N S O N DRIVE TOP OF FOUNDATION 24" DIAMETER CONCRETE COVERS 2a 78 RAISED TO WITHIN G"OF FINISH 2 ST, I DB, I SAS E� s I ' GRADE(OR AS NOTED) E(SEE NOTE#5) \ ack of germ en Revised I/25/17: Added to each SDS Ian - Benchmark, Test holes, Proposed EL=79.0± Pro osed EL=78.5± Proposed EL=78.0{ �__ o avem p / E Edge Street number, Electric utilities, Property Detail, existing contour labels. • E," 5 ON 7G.5± 3G"Proposed �rw3to\N � HABITAT FOR HUMANITY OF CAPE COD, INC. " M 3G" Max) E/ \` '`(9m - 75.0± 1 �` (AO,Wide 41 1 MAIN STREET, SUITE G, YARMOUTHPORT, MA 02G75 P i... .. 2" LAYER OF I/8"- I/2"STONE � LAN SITE � SEWAGE SYSTEM DESIGN PLAN 78.00 75.35 75.IO 7 STONE14 4 25 SCALE: 20' 3" T 75.00 74.83 c� N 51 DICKINSON DRIVE, BARNSTABLE, MA 4'O" I 2" DROP INSPECTION NOTE: J.M. O'REILLY & ASSOCIATES, INC. GAS BAFFLE 72.25 ,> USE TWO(2)SHOREY PRECAST PRIOR TO+ NEEDS TO INAL COMPLETE INSPECTION BY HE ENGINEER, FOR COVERS. 500 GALLON LEACH CHAMBERS 6•4'- Professional Engineering & Land Surveying Services Longest Run WITH 4'OF STONE AROUND 0 20 40 G0 1500 GALLON 3 DB-3 I G (END VIEW) 1573 Main Street - Route 6A SEPTIC TANK LEACHING CHAMBER EL=G5.8± BOTTOM OF TEST PIT#3, LOT 4 SCALE 1 "=20' P.O. Box 1773 D-BOX (508)896-6601 Office Brewster, MA 02631 (506)896-6602 Fax 25.0'x 1 2.83'x 2.0' DATE: SCALE: BY: CHECK: JOB NUMBER: H-20 G:\AAJobs\Habitat\81 22 -53G River Rd Barn5table\dwg\81 22.Construction Plans.dwg 9/1 4/1 G As Noted RFR JMO JMO-5 1 22 BARNSTABLE, I00.00,VC 1 MA LOW POINT ELEV = G5.00 O LOW POINT 5TA = 2+77.88 �\��LOCUS PVI 5TA = 3+04.GG 7 Ln + PVI ELEV = G4.39 + U N to A.D. = 7.20 v > K= 13.89 v > 149 m m ° SLOPE CHANGE 5TA 5+1 1.93 84 5.G%TO 3.0% 84 1. I ! I I ! I 1 So 80 ROADWAY' PAVEMENT SECTION (WITH CROWN I I 1 1 i i I i NOT TO SCALE 050 NOT TO SCALE 20 1 i ' PLAN BOOK 28G PAGE G3 7G 7G DEED BOOK 29550 PAGE 283 w A55E550R5' MAP G I PARCEL 2 EZ II II i o w 12 12 PAVVER EMENT I z + 3" HIGH 15ERM f 20I± 'I i E ;�' Q 1/4" PER FOOT PITCH 1/4" PER FOOT PITCH --._y LEGEND + 6 N ,• 4 /' - — — 32 EXISTI NG CONTOUR7272 /_ PROPOSED CONTOUR 32 X 12.34GRADEE ISTING SPOT 10 O 5• o - - - fI s Z 5 a 2 PR OPOSED SPOT GRAD E x5 w I \ i ; ELECTRIC LINE cn —w—w— WATER 5ERVI CE LINE , z Gil GII —o— OVERHEAD UTILITY SERVICE G8 �. G8 —u— UNDERGROUND UTILITY SERVICE _..._ .._... .. _...._.. _.. .___. _..- __ _�_ _..- _..___.. o Uj o �.6 % 1 i �' ► .5" FINISH COVER (ROLLED) —°—°— GAS SERVICE LINE 0 o CATV, TELEPHONE LINES 2" BINDER COURSE (ROLLED) TEST HOLE/ BORING LOCATION z 1 2" DENSE GRADIE CRUSHED STONE (SUB-BASE- (2) 4 LIFTS) 8"O WATER MAIN ST SEPTIC TANK \ N DB DISTRIBUTION BOX (MIN) 4' CLEAN SAND 5UB-GRADE (BASE) G4 ' ,' " ' > �' G4 5A5 SOIL ABSORPTION SYSTEM o �_ __.. _. __. _.v ._. ._a _._ s Q _ .. .. _............ ............ I.-_..... .._-.. _.___.-..__ .., ._.. Y _ _......_._..._ _,.__..........,..,. ....... __... ,.._...i .. ... _.._.. ,._.... _....._-- . _._. . .. _. .}.__ , Reserve RESERVED FOR FUTURE o �\ Q y , UTILITY POLE NOTE: WATER MAIN 4 HYDRANT SHALL BE INSTALLED ACCORDING # I `•� ,'� 1 o — TO THE REQUIREMENTS OF THE BARNSTABLE WATER DEPARTMENT. ® CATCH BASIN > + - - - _ FIRE HYDRANT WELL GO ___...._. _.._. _ , _.. _... . . _. _.. _-_ __.. ._. _- . _ . _ __ _. ___ GO ® DRAINAGE MANHOLE ■ CONCRETE BOUND, FOUND TOP OF BANK o m m ro m m m o LIMIT OF WORK 1 zrT � L" � �0; � ; � �rlp NjN �:p r m' � �' . � �1 � �; � Ln1m v �,� Ln -[_[—[_[_� Ln LEACH PIT, PLAN VIEW: FENCE °? � wit\ �1 � �1� �! Lri � N � � 0 ' � ....��.. EDGE Of CLEARING 1 i SCALE: I "= 10' I ___._� -.------------- 1 -0+50 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 G+00 G+50 4' ROAD PROFILE ' -'- - ----------- EXISTING CENTERLINE HORIZONTAL SCALE 1 "=40' PROPOSED CENTERLINE VERTICAL SCALE 1 "=4' d Ott r L LEACH PIT DETAIL t NOT TO SCALE L N BEGINNING OF LIMIT OF WORK LINE •} • R - `. 24'Ix2411 Cast Iron Frame and Grate Pai5ed to Grade Use EJIW LK 12 1 or Eclual 4e.4r Cuitec No. 41 O Filter Fabric NOTE: SEE INDIVIDUAL LOT SDS PLANS FOR ' ` 261.7P 580,30. pitch to other leach pits — _ as required SEPTIC CONSTRUCTION SPECIFICATIONS N 239.oI' CB(FND) N 3 I.17....... I t DPE 2"Diameter H TP at 0%pitch77 \ J \ v a ^_ 3/4 - 1-I/211 Stone \ LO 4 r A 5.0' _ AREA 33,6 5 SF± FdAe'' c� . ta \ LOT 3 7 _ . . AREA=30,626 5F± PROPOSED DRAINAGE FACILITY: GRA55ED D"NAGE 5wALE WITH — 5U0-SURFACE LEACHING FACILITY / \ \ \ \ 2�tl J' S `' FOUR(4)-14 DIAM X 5 DEEP LEACH PITS I \ \ \ ` - F 00 • \_ _ : BOTTOM OF 5WALE EL.-56.0 I \ ` \ Oy �µ f .' 23.9'± 28 W t s S 104.5'± 4.0 G. 4.0 / �: / CATCH BASIN C.I.RIM EL=56.5 B CA OF / ° -1 LIMIT OF WORK LINE / Np \ ` \ \ \ ' p. EHS Z•. �-82 'I/ 14.01 A PROPOSED ELECTRIC R TV/ ONE �a v ° r , \ \ S tJ• 9�9� ,, ,''S O`/ ` ,8 Oy ON \ r� 1 UNDERGROUNDD CONDUIT S DEEP �' -© LEACH P I T 3n .60' I '�\' ... �.z4`• t ° 5 AS MANUFACTURED BY 5HOREY OR EQUAL [•.mot � o upn 142 \ \ PRO OSED STO E t G,CO ! ~ \ / I ' ` \ \ \ \\\ // SWf,LE CHANNE� � 7 \ 'a •[ n �a\ / / AREA s 39,180 SF±\1 { _Frr 's \ r�r, . ..b'7 5T e Ni +1 `� •i /' W nbu;[,A 6 Open Space LOT 2 m / PPOP05ED CLEARING of THE Ex1snNG h . N AREA-35,101 5F± \ U/ VEGETATION 50 AS TD \ \ \ \` .... / t 1 2.6' ••\ (II c \ _ IMPROVE SITE DISTANCE \ \ - \ \ --- / { .I Y • ,- -� \ ` -4)/ W TH I / ax,. / ..• 4\ o �, •--- "i-'y',. \ z - 9P`' `so .� v!/ �a 58 ��••t/t� a�.0.i 1+ / g`' \ {Skf �f�i l \ L / - a®•`F� 'tl �F PROP05ED PAINTED 5TOF BAR ,......, -[ .--t t--[. [ /�.M/` S.: ... ° ' 6 \ 174bO�i 4.. 9'C � `~ \ ,�/ �N -F. •`s �C; 4 STOP SIGN .'a [ t / .... r` e•' ''� F'.� s •N � � � �l 1Lp G PROPOSED SAW CUT AT EDGE OF TUBMAN ROAD t �/a \tit 24.g TH2 .I� ' t / ` , i,.." \,.ram „� .,� 'E h k 'E• \`. 6• / Q� jo FOR SMOOTH JOINT AT BEGINNING OF NEW r ✓ \ , U` & C1tlM M4 PAVEMENT AT 5TA 0+00 EL�Gel 3±. 1�- { \� 5• 1 `i# Y4:.. • -�9�0 3�9„ •4 ;� t �G 156.4'± OOi �.. �o NE'' �g EDGE OF NEW PAVEMENT SHALL BE FINISHED I•i +.) `K/NS ' •82. { {/ , ,Lr&, ,� \62y f''.,' �� \ (v/ LOT 5 EILLY WITH SMALL BERM 50 AS TO PREVENT WATER �\ Q / / 1 .F # ,'y ., - "-I �' /a p5 ENTERING THE NEW ROAD FROM TUBMAN ROAD, _i \N D,ei I �� _-_, { / .-^"� ✓ �+. �' �, a 20'y ''' \�.�� In / AREA 22,012 5F± U �"/Y CI tl 4L `' Unbuddable Open SpaceQ.4�7 .5�� 1,o+oc O O -{,._ r—�. I��-�OP �t -.._ t ✓ �- T r� 1k \ .400 4 ✓ A8 \ O Nr \ t [—[— M\ 4 t �aj:i N w i Yp nr T g � I \ Jt`"•-•e--.- sue[_• [ / 2955 P c� �, O� z r �L�„�i, A � � 78 N� SUIN��' \i tOW POINT EL-G-5 c' �rT� \• - y i LOT G / �►� / so _ [�i I I \ �-' 74 AREA- 10,075 5F+77 Unbulidable Open 5 age Lot 1 PROPOSED S°DIA ® I ' ~ — ° A 1 a'33, \ I AREA=3Q,702 5P± SngD:. 72 +1 N WATER MAIN WITH I ° a n DNEO)HYDRANT AT W \ -� +I TURN AROUND ROW15e61 1/25/17: Added to each 5D5 plan - Benchmark, Test holes, Street number, Electric utllitie5, Property Detail, exl5ting contour labels. 172.09'N 4106' \ '� 193.66' I ,.;, 122.94 .......%;• BENCHMARK: Top of FK Nail W "- ---• ° EL-GG.7±(NAVD85 Daum) L / e / LOT 8 — -. / I / — ® 1 ° :W HABITAT FOR HUMANITY OF CAPE COD, INC. TELPE DP �2 AREA=26,5245F± \ ,,,,/ unbulldable open Space ,.. 41 1 MAIN STREET, SUITE G, YARMOUTHPORT, MA 02G75 . ..-•�. Paved Dr�way - Duero ` ,/ � �` I l w MASTER SITE ROAD PROFILE PLAN PROP05ED CLEARING OF THE EXISTING � ......•• VEGETATION 50 A5 TO 904.12 \® IMPROVE 51TE DISTANCE O b CB (FND) 536 RIVER ROAD, BARNSTABLE, MA s BENCHMARK: BEGIN TO 5UPER Top Wf PK Nall ELEVATE THE PAVEMENT EI.:6'7.5±(NAV055 Datum J.M. O R E ILLY ((y��/�W ASS 0 C IATE S, INC. TOWARDS THE LOW POINT 1 BEGIN TO SUPER ' ELEVATE THE PAVEMENT TOWARDS THE LOW POINT Professional Engineering & Land Surveying Services PLAN 0"MmiiiRm40 80 120 PROPOSED LOW POINT: SCALE I "=40' 1573 Main Street - Route SA FOR A DI5T SCALE 1 "=40' p pt� P.O. Bog 1773 ENT 511ALL Or 5UPER EEVATEED 50'NT THE AS TO PITCH'TOWARD5 THE (508)898-8801 Office Brewster, MA 02631 (508)898-8802 Fax STONE 5WALE5.THE CROWN SHALL NOT Ex15T ALONG THE CENTERLINE OF THE PAVEMENT WITHIN DATE: SCALE: BY: 711 JOB NUMBER: THI5 AREA G:WAJob5\Habitat\8122 - 53G River Rd Barnstable\dwg\81 22.Con5truction Plan5.dwg 9/1 4/1 G A5 Noted RFR JMO-8 1 22 I i