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HomeMy WebLinkAbout0061 DICKINSON DRIVE - Health 61DICKINSON DRIVE Marstons Mills A= 061 — 002 -003 �r S-�3� �i dP 9 i No. Fee l�® THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplitation for Disposal 6pstem CoinstCULtion Permit Application for a Permit to Construct ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. hCTF--it-3 D�Ca!�-rison bri tX I Coner's Name,Address and Tel.No. J CT�b+Cz'f '� Assessor's Map/Parcel eo 411 M'Ctl f- '��/- Installer's Name,Address,and Tel.No. A dV_'_, Diner's Name,Address,and Tel.No. �nC,- 313 R©14,L4_Vj-\ R,—C c....i,28 —G &Jiln k.elln st o�^ Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building j Q�� -No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re aired) _�3CD gpd Design flow provided J 3 n gpd Plan Date Number of sheets Revision Date Title14 j v Size of Septic Tank 6z& 0Pl Type of S.A.S. a Description of Soil n - Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agAene struction and maintenance of t fore described on-site sewage disposal system in accordance with the provisioa En iro ntal Code and not to pl the system in operation until a Certificate of Compliance has been issued H t Date 7 Application Approved by Date Application Disapproved,by C Date 01 1 for the following reasons �. Permit No. a e fSsue - - ------ --------------- - i „ s J ,No. / � �� Fee, A�6 THE COMMONWEALTH OF MASSAC'HUSETTS Entered in computer: 1. Yes PUBLIC N, HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS 2ppfication for Disposal &P tPut Construction Permit _ . Application for a Permit to Construct ) Repair( ) Upgrade( ) Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. i (' �( IZC7'�-�-� � G�� l�sD<1 ,��ve Owner's Name,Address and Tel.No. � G�0"fat � t-��n+�• Assessor's Map/Parcel ��l 3 ► { +i Mai v—G t Po I' Su, (p a' j % Installer's Name,Address,and Tel.No. PA14 Desi ner's Name,Address,and Tel.No. l " To 3+3 1401/-,km R-0c4C QeAn Sv8 IM - (o•[o(o U l 1)rpe of Building: / w Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Q. _No.of Persons Showers( ) Cafeteria(— ) Other Fixtures Design Flow(min.required) 33o gpd Design flow provided 330 gpd Plan Date' U Number of sheets Revision Date x' Title a t D Size of Septic Tank (j n Type of S.A.S. leoCk b7 Description of Soil n U a 6, Nature of Repairs or Alterations(Answer when applicable) x Date last inspected: �.. Agreement: The undersigned agrees to ensure the struction and maintenance oft[aore described on-site sewage disposal system iri accordance with the provisions of Title 5 of a En iro ental Code and not to plsystem in operation until a Certificate of , ' Compliance.has been issued by this Board f H t 1 ed / Date Application Approved by Date _ Application Disapproved by C Date v� 7 for the following reasons �c (I dyt.w{sr.�5 vim' l C b� ,��Sl/1C c�� a� D��:d� S nc l f' Permit No.$l C c t� J , THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS'IS TO CERTIFY,that the On-site Sewage Disposal -system Constructed(X Repaired( ) Upgraded( ) Abanaoned( )by P�1 K O-0nt,r-G c}- 'S at U (1 (i1 has been constructed in ac rdaiice with the provisions of Title 5 and the for Disposal System Constni ion Permit N6 17 dated Installer P�," C011'y'aC f y(<, '_—rn L Designer , 0 � 1IL4 ,4, #bedrooms _3 Approved design flow gpd The issuance of this permi shall n t be construed as a guarantee that the system will function as designed. Date � �� �� Inspector -------------------------------------- --------------------- - - No.c)jP)/7 V0-7 6U& Fee— /50 / .i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstPm Construction Permit Permission is hereby granted to Construct(�) Repair( ) Upgrade( ) Abandon( ) System located at b j}+ s and as described in the above Application for Disposal System Construction Permit. The applicant"recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must b e com 'leted within three years of the date of this pe it. Date /71017 Approved b} Town of Barnstable Regulatory Services Richard V.Scali,Interim Director 'r san�srne A=' � MAS& q Public Health Division �«$ i63g. 1�� Ar� a Thomas McKegn,Director 200 Main Street,Hyannis,MA 02601 , TI Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 3/21/2019 Sewage Permit# Assessor's MaplParcel 61/03 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 (date) (installer) septic system at 61 Dickinson Drive based on a design drawn by (address) J.M. O'Reilly&Associates, INC. dated 1/25/2017 (designer) L*ZJ., 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 constrttdfstt` OF a with the terns of the I\A approval letters(if applicable) Jot IN M. {r c UREILLY ;icy CIVIL (Installer's Signature) '1 t4o.3u20Q f(Dhesi1= �� ner's Signature) (Affix Designer's Stamp 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. Q:1SeptidWesigner Certification Fomi Rev 8-14-13.doc Town df Barnsiable' P � Dopertiueut ofBegelatorp Serwlcuv I. F Public Health Divldan Date ilqk MAK 200 Main Stra4Hyan&MAQ2601 Date Scheduled 3' Tliaa i Fee M UA. SoU Suitability AsseNgment for Sew . e Disposal Petfommd Ily: Wimwsed Bp: V-4 < S L!' A LOCATION&.GRNEniMORMAx'IO IaaauaaAddrasx '57361�.b� f), Olamcexm me �fp,t '+ or Hummi i4y i J� Addnma-111 Ooairls•- 00i¢& tl W1`�•t�f YarMt KA,*rr+f oAA asaor'a lviaplParrxit' � �"(JC�..-oO 3 13nglnaeta Memo�.f]/t(1((e 11(�4 AS56e�. lvewcortsr UMON --Y— asrAM 1.0 548—SIb—fsfofll LandUao• Vt'<C441l'fL 8ropoa(9b) �jf� Sudacestonae _ Dmamex fiom. C'port Water Body•>0 a PossSbla Wat"hft'. t°1 V ft 'whong vim er Wotl >.10 c, DmelapWay •�>100 R PmpmtyLlae ���'. R Other tt aSIRETCHe(s e# e rn,dtmmlomorlo'Gasaatioewmarta�ho"&paratmb,jambw6aandsj1pmend'mho�es)le l �j�kir a y ive- j Wr9 .TP 311w r_ 7P IlX Pemntmate,lateB^A�gta)`�T� rt+� Depth to,liedmok vy'/A Depth lo(Irowdwater,SlandfagWahwhinoolm-Ah- — WaapinaftmldtS - • esunmtadscaraaal)I1ghlJromtdwaler Na Ge?litytc�6s�a�!'l" �/tfd�t4�Pf DE7 v 10N FOR SW.ONAL-WORWATUR TABU, Metiuxtltxed D . .w 7 DcVh Obxmedalmnding)aoba.hak In ,Daptlttoaul)moOlart ,_ _ _. wEe: D W wcapbagSomaMoofalu bolea- - "-- .In, amadwWrA u m mt._.,,,r_,,,.... & fmlex Wea•rP tteadidg liatw Index was A�tba!ar.,,e,,,r,r Adj.oronndwmdvUvei,a,., PERCOLATION TEST Obxarvedon TPlo Ho" y��Q sf J_1="_'t'fwe7\1 Ttmaa#S" , Doptbafl;mm '� 't'Immat6° start Pro-59071ma 0 (9040) BndPto-xoak '�0 O ltateMtoJixh. �� G� ' SltoSoltablMyAamxamentt Sltorauedx 811PH 4'. Addltiond1TeadngNmederl(YA4),-AL Orlglaah PubltoHulthMkian ObaBilattonHohtDataToBoComplotedon)3aok-------- ' *�*Jf pai colation tat is to be conducted within 100'of wetland,you must Brat nof[fy the. Barnstable Consep%ffon Division at least ana(1),week prior to beginning Q115HMOPeRC161MMOC V C Lot 3 � - DEEP,OBnRVATION HOL9 LOG ' Hole# Daplh fmm Boll Hodmn Sall Taatere SdU Color Boll. . Dow N.) , (USDA) 1Muemlq Moullog (Sewcturq Stoneq eoaldere. 0-4 -o`Z Fme- Sand 6*P,*(, ►` GKA aNR k Med.Sand tb .R+�/� n*Ko. , DEEP 013SMVb TION HOLL LOG Hole#� Dopth fmm Soil Hotisaa 501116aiuro Sol]Color Boll 01he Budaee(le,) (USDA) (Manses) Mollling (Stmeture,3fwroa,8oaldeta. �--5 Lott, a t3 ��e 5«nd o XKg/ts vl�rt�. a47+kq C Me4. ►td +o X�b� n® DEEP OBSER'P'ATIONECOLELOG Hole# Depthfroui sollHorizon Bell T awe $all color Sot Claw Surface(h.) (USDA) (htoolm ' Moaltog (strotdam,Btonar,Sonlden. t LEIaFM e, 10 R'' V1otJt s� a5 13 �,ne��irld laXl�$� on�bue.. DEW0RS>;+RVATIONHOLLLOQ( Hole Depth fmm Boll HMmon BuIlTimmare Boll dolor 9611 0111er Surface(Im) (USDA) (Moneolq Matlgng (ftualare,SOW,Boulders, S�aS Q one Sand IIDY P W(D none. )Qo C Med. $44 iuXcZWco, 11r1� Toad Insurance Rate Man; Ahove 500 year f food boambuy No._, Y. W)0dn500ymboandwy No- Y. Within 100 ye6 flood boundary WX Ydl.:,— Denth ofNaturs v Occurring PervicnaMatorlal Does at least four#bat of unfitrally oeearring pervious metet(al exist in all anus obser"d IhMughout the area proposed forthesoilallorpdbnsystem?-W --- If not,what is the depth of imtaraliy occurring pervious matmiall Ce" catio I certify that on (date)I havopossed the soil evaluator examination approved by the Departmant ofEnvironmoutd Protection and that tha above analysis was perfammd by Tm consistent with . the ccqulred training,expertise and experlence described In 410 CM 15.017. Signature Date t(Q Qlispt=ncirHnclantu.Dac ' i 7- S 3� �7 3-BR RANCH FOR Y HABITAT FOR HUMANITY OF CAPE COD Lp� # I , 48, 60 61 DICKINSON DRIVE B NSTABLE, MA Ll 10 - __ c U � o0 aco E � = o ARCHITECTS a) BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. o 203 WILLOW STREET SUITE A 93B COURT STREET, UNIT 22 _ Lo YARMOUTHPORT, MA. 02675 PLYMOUTH, MA. 02360 N, TEL. (508) 362-8382 VAIVW,CAPEARCHITECTS,COM coco ) } U PERMIT SET o � °' ` ° 11 , 02. 16 CVry r r = STAMP: BULKHEAD FOUNDATION I m d A3.0 - 8"THICKX7-1" HIGH CONCRETE FOUNDATION ------ Q _ 44' - 0" - 1 G"X 5" CONCRETE FOOTING - �o C N N W O 18 - 4' 1 7' - 2" I 5' 0" 3' - G" a 'o " c o � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - — — — — — — °— —a 6 — — — — — —�~— <.a—d— as— — — — — — — — d — —d a— I - r CORRUGATED STEEL WINDOW BASEM UP ENT WELL Wl G" CRUSHED STONE WINDOW cn AT BOTTOM, TYPICAL AT 17 �o I m o ZI O I BASEMENT WINDOWS L I UI N mil Z ~) wo I ° ( 3-1/2"THICK CONCRETE SLAB- I c c c - I ON-GRADE OVER G MIL POLY I I a a� o 10" DIAM. CONCRETE PIER @ VAPOR BARRIER in I °— O SIDE SENTRY DECK, FOOTINGS - I ° " 2 N TO EXTEND 4' BELOW GRADE, I i TYPICAL 3-1/2" LALLY COL'S ON 2'-G"X . " I O { I 2'-G"X 1'-0" CONCRETE FAD ( U Lu FOOTINGS, TYPICAL I .- _ ( Lu j I ° Icl < Of o I 1 FULL BASEMENT i I o o Q u- O coo �T 66U,I 4"X (5" BEAM 4"X (5" BEAMILI I U Z N Y POCKET F 7 3.5"X 9.5" VERSA-LAM BEAM (- — — 7 F- — -1 POCKET o Q r _ Q a I---=------------�------ --- ----ABOVE--- ---------------- _ ------ ----------- __�-_ --4---- ° L � - -- I -------=====-==-----�_____ -________--___ ___________=-_==___ __-___________- --_- -- --_____-________ _ � -- --------------- --_--- ------- > 0 r c i u i " " i " u m 3 O I 9 - O - - -� 8 - 8 I- - - -5' - 8 ® - - J 8 8 - - J 9' 0 ( `� m c� O o� m N I I I N 1 ----- I Q c --- z Q �i w m I TYPICAL FOUNDATION CONSTRUCTION F- - (5"THICK X T 9" HIGH CONCRETE _ `n O - CONTROL JOINT TITLE: s FOUNDATION IN SLAB I FOUNDATION = - I G"X 5" CONCRETE FOOTING -- I PLAN c — — — — — — — — — — — — — — — — — — — — — — — — — Cn U — — — — — — — — — — — — — — — — — — — — — — — — I DATE ISSUED: 11.02.16 I I REVISIONS: 10" DIAM. CONCRETE PIER @ FRONT .d ENTRY DECK, FOOTINGS TO EXTEND = 4' BELOW GRADE, TYPICAL s UP tl l L - - - - - - - - - - - - - - - - - - - - - - - - - o d d DRAWN BY: a yfN DRAWING NO.: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 20' - 0" 24' - 0" a O INDICATES A1 . 0 � � , O SMOKE DETECTOR n FOUNDATION PLAN /-'� 114" = 1'-0" STAMP: 1 ' A3.0 44' - 0" N c M 1 1' - 2" G' - O" ,c m � oe m 0 c Co o m � U BATH w PROVIDE 15ULATION AND hOU5E z ui WRAP AIR 5ARRIER AT EXTERIOR WALL u- ]OF 08 PRIOR TO I STALLING TU6/5HOWER d = Z DINING — KITCHEN N UNIT 8' _ G" I ' - 2 1/2" z_ �� w 10 0 02 z J W H O 03 L _ o 02= Q w � N o N BEDROOM O m - o j O5' _ 5 - O 1/2" cQ Q r — o� O [4 o � 16 9�� 0/ ors o o N 1 O- o U I' - 0'2' - 0" 5' - 0" 2' - 0" p 1 5 1 2 I I I/2' U Lu c, 15 m I G - 7 a- C§iD REF. ---- U o �t 20' - 5" 2' - 3 I/2" CLO5. l� FjLO5 N- 0 LL Z Q N 13 LL O c� O 75 D R o z z � Ym N Q Q U Q 0 LIVING 3' _ 8" �1 RO o o 22"x 30" R.O. m = ~Q 'O C m 01 m 04 5 DN m ATTIC ACCE55 AB 12V. 0"//�� c6 O —' 66 m LL 10 4' - 2" 5' - 11" as N 07 10 CL05. co ° N 03 2' 0" 3' - 2" O 9' - 2" 5 11 TITLE: NOTE: TRUSS LOAD = N 1 O - 4 I/2 BEARING WALL p �, ol FIRST o Ln 01 FLOOR BEDROOM #1 N EDROOM O PLAN U DATE ISSUED: 11.02.16 ° 7' - 8" 8' - 7 112" 3' - 8 1/2" O 05 REVISIONS: lie E 20' - O" � - _ - N 8' - 8" N 10' - O" 5 4 n ol LO FRONT PORCH I CLO5. 08 Lo ® m In E - — - -E DRAWN BY: a U O O 24' - 0" U DRAWING NO.: O5 INDICATES SMOKE DETECTOR 44 - O , n FLOOR PLAN - 313R RANCH ' 1/4" = 1'-0" B RNSTA LC . M A T GENERAL NOTES . 5:01L EST .LOGS. L ATI . _ E E I . EL _80. SYSTEM. . DESLGN CA CUL ONS TEST HOLE 7 'L C- N E ARE ALLOWEDSEPTIC SYSTEM �- O US A: NEITHER DRIVEWAYS NOR PARKI GAR AS WE 'OVER .,.. DEPTH FROM SOIL SOIL. SOIL SO L< OTHER- 'SEWAGE DESIGN FLOW. r P NUSED.'UNLESS H 20 COM NT O E S ARE SURFACE HORIZON TEXTURE DOLOR MOTTLING : 3 BEDROOM DWELLING @ I 1 O GPD - 330 Gf p I USDA: M N EL NCHES ' ( ) ( U S L) SYSTEM A DESIGNED ( ) B.)THE DESIGNER WILL.NOT BE RESPONSIBLE FOR THE S S EM S DE5 G E LEACHING CAPACITY L CH NG C CITY REQUIRED. � n am a Y 2 NONE N 04 - E fine Loamy S nd I O R3 LE55 CONSTRUCTED AS SHOWN. :ANY CHANGES SHALL BE APPROVED IN WRITING. _ ,S O 3 BEDROOMS (MAX.) @ I L0 GPD 330 GPD REQUIRED 149 I ,n an fOYR86 NOSE ' 4 2 B fine Sand /4 P THE,LOCATION F AL 7 SHALL BE RESPONSIBLE FOR VERIFYING H LOCA O O L E N AP C.) CONTRACTOR LL S SEPTIC TANK CAPACITY REQUIRED: 9- _ NONE Medium I OY 6 Me u Sand R6 2 I 4 CI d-, 4 4 W DAILY FLOW= 330 GPD 2 0% GAL. REQUIRED UNDERGROUND AND OVERHEAp.UTILITIES PRIOR TO COMMENCEMENT OF WORK., 0 660 G L QUIR D PERC 67 <5 MINtiN SEPTIC TANK CAPACITY PROVIDED: 1500 GALLON SEPTIC TANK MI .. ALLOWED) TE K( O TI N NO S CON STI�U C O TEST HOLE 2• EL 80J_ LEACHING CAPACITY PROVIDED: DEPTH FROM SOIL SOIL SOIL SO IL OTHER ONEI 5OX I2.83 X 2.0LEA CHING CHAMBER CAN LEACH J ALLCONSTRUCTION SHALL CO ORM TO THE STATE ENVIRONMENTAL CODE., SURFACE HORIZON TEXTURE COLOR 'Vt- 25.0 X 1 2.83 + 25:0 X 2.0 2 + I :8 2: R _ P E ENTS F THE LOCAL BOARD Of HEALTH. INCHES USDA MUNSELL [( ) ( ) ( 2 3 X O)2] X O 74 G D/SF 349 28 GPD :TITLE 5,'AND THEREQUIR M O 349 GPDs330 GPD REQUIRED: O5 E Fine Loam Sand 1 OYR3 2 NONE 2.)SEPTIC TANK(S), GREASE RAP(S), DOSING CHAMBER(S)AND DISTRIBUTION NOTE: A GARBAGE DISPO SAL 15 NOT PERMITTED WITH THIS DESIGN. Y NONE _ 2 B Fine S and I O R8 6 - 5 4 : INSTALL: A EVE TABLE BASE WHICH HAS BEEN MECHANICALLY 130X(E5)SHALL BE SET ON L, L S S _ an I Y NONE 2 I Medium Sara 0 R6 6 4 144 C - ONE 1 - 1500 GALLON SEPTIC TANK' ' COMPACTED OR ON A 6 INCH CRUSHED.STONE BASE, O - ONE I3 OUTLET DISTRIBUTION.BOX H 20 Rated - A AVE A MEET ASTM STANDARD C 1 1 27 93 AND SHALL H I 3. SEPTIC TANKS)SHALL - . <'TWO 2 - 500 GALLON LEACH CHAMBERS WITH 4 OF STONE ALL.AROUND - H HE MINIMUM DEPTH FROM THE BOT- 'AT LEAST THREE 20 DIAMETER MANHOLES. T M NOT TO SCALE " +: E 80. _TES HOLE 3 L 7 A 'BE T TOM OF THE SEPTIC TANK TO THE FLOW LINE SH LL 48. SOIL S OIL OTHER A END MINIMUM F 6 I . DEPTH FROM .SOIL '. SOIL. : : 4. SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EkT A U O ) RE MOTTLING F THE SEPTIC TANK AND SHALL BE INSTALLED ON THE SURFACE HORIZON TEXTURE COLOR ABOVE THE FLOW LINE O T 5 C INCHES USDA (MUNSELL) PLAN BOOK 286 PAGE G3 E THE CENTERLINE OF THE TANK DIRECTLY UNDER H C LEAN OUT MANHOLE: 0-5 "E Fine Loamy Sand I OYR3 2 NONE - DEED BOOK 29590 PAGE 283 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION:BOX WITH PRECAST 5 25 B Fine Sand I OYR8/6 NONE ASSESSORS MAP G I PARCEL 2 TIGHT RISERS OVER LET AND OUTLET TEES TO WITHIN G OF NONE ..CONCRETE WATER 1GH RIS R O IN 25 L20 C I Medium Sand I OYR6 6 O REFER TO MASTER SITE: ROAD PROF I LE PLAN FINISH-GRADE, OR A APPRO ED BYTHE LO ALBOARD OF HEALTH AGENT. PERC60 <5 MIN/IN FOR ADDITIONAL DETAIL5 fOR ENTIRE 51TE .} PIPING SHALL CON5I5T.OF 4 SCHEDULE 40 PVG OR EQUIVALENT. PIPE SHALL LEGEND. E F NOT LE55 THAN I o:BE LAID ON A MINIMUM GONTiN0005 GRAD O % TEST HOLE 4 ' �L 80,7 3 2 EXI TING CONTOU R 7) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUI ED) SHALL BE DEPTH FROM SOIL SOIL SOIL 50IL OTHER -32 TEXTURE COLOR MOTTLINGPROPOSED IAMETE SCHEDULE'40 PVC LAID AT 0.005 FT FT:_LINE SHALL BE CAPPED. SURFACE- HORIZON R . CONTOUR 4 DIAMETER / N A MU SELL'(INCHES (USDA) ( ) ) I X 12.34 AT END oR_AS NOTED. EXISTING SPOT.GRADE .: - Y N - _O5 E Fine Loam Sand 10 R3 2 ONE 24x5 FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT,LEAST 'P OPOSED POT DE 8.)OUTLET PIPES RO D S R S GRADE - 1 Y NONE _ , M T _ E T DISTRIBUTION ' 5 25 B Fine Sand R8 6 T T SOIL ABSORPTION: YSTE WA ER T S 2 BEFORE PITCHING Q L S ' 25_120 ediu mSand IOYR6 NONE WATER SERVICE LINE BOX TOA55URE EVEN DISTRIBUTION. =0- VE HEAD UTILITY SERVICE_ O E R L _ .S R C 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP Of 6 MEASURED BE LQW r-U_ UNDERGROUND UTILITY SERVICE 'THE OUTLET INVERT.• I ` ; - DA` TE OF TE ST I NG 8/22/I G - . . : GA SERVICE E LINE 10. BASE AGGREGATE FOR LEACHING FACILITY HALL CONSIST F 3/4,TO TP L,t/2, DOUBLE:WASHED NATI E STONE FREE F IRON, FINES ANDD DUST AND SHAL L PERCOLATIONRATE• LESS THAN SMIN INCH IN,C LAYSR TEST BORING G LOCATIO N WITNESSED BY, ROBERT REEDY EIT J.M. OREILLY*ASSOCIATES INC. e� INSTALLED BELOW HE CROWN Of THE DISTRIBUTION LINE O THE BOTTOM OF THE sr SEPTIC TANK STANTON AGENT BARNSTABLE HEALTH bEPARTMENT SOIL ABSORPTION SYSTEM BASE AGGREGATE SHALL SE COV RED WITH A 2: 239.0iO WATE ENCOUNTERED p, DB-: I �go DISTRIBUTION B X LAYER OF] TOI/2n DOUBLE WASHED NATIVE STONE F REE OF IRON,PINES AND DUST. USE A LOADING RATE O 0 74GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. SAS SOI ABSORP ION SYSTEM 1 f )VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET O � _ Rese_ rye_ O P E5ERVED FO P, FUTURE EWHE LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS m TURNING AREAS oR OTHER IMPERVIOUS MATERIAL OR WHEN PRESSURE DOSED. `III UTILITY POLE 1 ABSORPTION E HA BE COVERED WITH A MINIMUM OF 9 OF ED CATCH BAS N 1 2.)'SOIL SORPTIO SYST M S LL CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). _ Yf FIRE HYDRANT 0 m b n�s. Q A A MAXIMUM O OVE THE TOP OF ALL SYSTEM 13.)'FWISH GRADE SHALL BE IMU 36 R V I ® .``.WELL: INCLUDING THESEPTIC'TANK DISTRIBUTION BOX R. N COMPONENTS, I GLU , DOSING CHAMBE ® DRAINAGE MANHOL E AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER e �1 . O�cB;; _ 9 .. , _ ...» . . . OF ■ CONCRETE BOUND FOUND S HED . 0 B x TOP OF BAN D o N <\� -T- K 14. FROM THE DATE OE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL -- BUILD O E COVER TO WITHIN a � 6 OF FINISH GRADE G RECEIPT OF A'CERTIFICATE OF COMPLIANCE, THE PERItytETER OF THE-SOIL ABSORP- TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF 5UG11 d FENCE LOT AREA-FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. '. 3 2 + EDGE CIF CLEARING T T AREA 30 G26 SF_ 15.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONS RUC ION � , BY AN AG` ENT OF THE BOARD OF HEALTH (OR THE DESIGNER LF THIS SYSTEM RE- __XN_D MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING A VARIANCE) ..:......, - ..i... a .. >WITH THE TERM F THE COMPLETED N ACCORDANCEWI S O THAT,ALL WORK HAS BEEN COMPL Iv- r ,._ ,. .. BENCHMARK NOTE: TE.PERMIT AND APPROVED PLANS 48 HOURS ADVANCE NOTICE IS REQUESTED. f, m A N ,LNG ELEV TION E TO REVIEW HOUSE LOCATION, GRADING� DWELL .., ,., 16 BUILDER/OWN R ��. T_ .4., z _ F CONSTRUCTION. _ ,P TO START O CONS , , . ... ..PRIOR R ,_ t ._ -�,. . � ,� ... w � h,._. _._ . - J.M. O REILLY ASSOCIATES ' I , A LOCATION, GRADING MATERIAL PRIOR , ., r REVIEW DRIVEWAY LOC 10 M __ . . .1 BUILDS OWNER TOR D - .� _� 5_ ..._. . .r.,.. .._.7 W . . ..._ Q} .... Imo. .. _ .. �.. . , ...z S11 LL SET BENCHMARK m o TO TART OF CONSTRUCTION. _ ... ,. _,,.. O o a PRIOR TO CONSTRUCTION. olMg ti t. z b ^ s 3 301 _ x , \ -5 0 L 4 5� � mot" •. .: ,,_" , '. r _ c .,. JOf]N ,. .. N PLAN VIEWM. �. (J RF.ILLY E r -+ QR4ILLY -+ :SCALE: I I O O_ _a NO.46733 - / u r � 3fi200 FLOW P(�UFILE o Q ,� . _.o, � � c a of _. NOT TO SCALE- �.�ION�• - � V // „ !i +I ' 24 DIAMETER CONCRETE COVERS FOUR (4) COVERS TOTAL: \ G!,.or ST I DB; I SAS RAISED TO WITHIN 6 OF FINISH �^ TOP OF FOUNDATION -J N GRADE(OR AS NOTED), EL=83.Q± L (SEE NOTE#5) .. {Q 190.7I' LOT #3 ±d EL=51 .2± EL=81.0± ed EL=80.7Pro ose Pro osed Pro os Ar) . �:. 3.0�.+ ta. 25I, Posea h AB I TAT F. ro f OR HUMANITY OF CAPE COD, INC. 79.9_+ 9" Min-36" Max I i MAIN 4 STREET, SUITE G, YARMOUTFiPORT, MA 02G75 2" LAYER OF I'8" - 12 PL AN STONE L 80.00 78.75 .: I0 I4" 78.50 3/4 _i I/2it STONE SCALE Ii L 20' . S TE SEWAGE SYSTEM DESIGN PLAN (V r 8.ao N ; _f, iLOT #3 DICKINSON DRIVE BARNSTABLE MA 3 7 78.23 � .,r / f _ � , 4O T f ' 2' DROP INSPECTION NOTE: GAS BAFFLE 75:85 J.M. 0 REILLY gC ASSOCIATES, INC.. P BY THE ENGINEER,:" Y TEM . USE TWO (2)SHOREY PRECAST,' PRIOR TO FINALiNS INSPECTION 5 S Professional Engineering & Land Surveying Services I : g g Yl g _., -:.. , , � ;.•... , _, . ..:.. ,, ,. .,..>•„ .. ± NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. 500 GALLON LEACH CHAMBERS. 7.I NE S -Lon est Run 20 40 g WITH 4 OF STONE AROUND O 6 2 16 1573 .Main Street - Route 8A 500 GALLON (END VIEW) DB-3 _ + ,I P.O. Box 1773 EL 68.7_ BOTTOM OF TEST PIT#I, LOT 3 - SCALE I -20 LEACHING CHAMBER 508 898-8801 Office Breirster, MA 02831 508 898-8802 Fax SEPTIC TANK D=BOX t ) c 25.0'x 12.83'x 2.0' IRATE: SCALE: BY: CHECK: JOB NUMBER: H-20 , 9 14 1 G As Noted RFR JMO JMO 81 22 G.\AAJobs\Habitat\8 t 22 - 536 River Rd Barnstable\dwg\81 22.Con5truction Plans.dwg / / BARNSTABLE, GENERAL NOTES: SOIL TEST LOGS: SYSTEM DESIGN CALCULATIONS: MA A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM TEST HOLE 1: EL=80.7± \\ -LOCUS 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- (INCHES) (USDA) (MUNSELL) LEACHING CAPACITY REQUIRED: O-4 E fine Loam Sand I OYR3 2 NONE �L LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. �';: 3 BEDROOMS (MAX.) @ I 10 GPD = 330 GPD REQUIRED �'S 149 4-24 B Fine Sand I OYRB G NONE C.)CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL 24-144 CI Medium Sand I OYRG G NONE SEPTIC TANK CAPACITY REQUIRED: 9 UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. PERC P G7• <5 MIN/IN DAILY FLOW= 330 GPD @ 200% = GGO GAL. REQUIRED CONSTRUCTION NOTES• SEPTIC TANK CAPACITY PROVIDED: 1500 GALLON SEPTIC TANK(MIN. ALLOWED) TEST HOLE 2: EL=80.7± LEACHING CAPACITY PROVIDED: DEPTH FROM 501L 501L SOIL 501L OTHER ONE(1) 25.0'X 1 2.83'X 2.0' LEACHING CHAMBER CAN LEACH: 1.)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, SURFACE HORIZON TEXTURE COLOR MOTTLING Vt=f(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 TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. (INCHES) (USDA) (MUNSELL) 349 GPD>330 GPD REQUIRED 2.)SEPTIC TANK(S), GREASE TRAP(S), DOSING CHAMBER 0-5 E S)AND DISTRIBUTION fine Loamy Sand I OYR3 2 NONE NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. - B 5-24 B Fine Sand I OYR8 G NONE OX(ES)SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY _ INSTALL: COMPACTED, OR ON A G INCH CRUSHED STONE BASE. 24-144 CI Medium Sand I OYRG G NONE ONE(I)- 1500 GALLON SEPTIC TANK 3.)SEPTIC TANK(5)SHALL MEET ASTM STANDARD C 1 1 27-93 AND SHALL HAVE ONE(►)-3 OUTLET DISTRIBUTION BOX(H-20 Rated) AT LEAST THREE 20"DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- TWO(2)- 500 GALLON LEACH CHAMBERS WITH 4'OF STONE ALL AROUND NOT TO SCALE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". TEST HOLE 3: EL=80.7± 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" DEPTH FROM 501L 501L 501L 501L OTHER ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALED ON THE SURFACE HORIZON TEXTURE COLOR MOTTLING L PROPERTY DETAIL (INCHES) {USDA) (MUNSELL) PLAN BOOK 28G PAGE G3 CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 0-5 E fine Loamy Sand I OYR3 2 NONE DEED BOOK 29590 PAGE 283 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST 5-25 B Fine Sand I OYRB G NONE SCALE: I " = 100' ASSESSORS' MAP G I PARCEL 2 CONCRETE WATER TIGHT P15FR5 OVER INLET AND OUTLET TEES TO WITHIN G"OF 25-1 20 CI Medium Sand I I OYRG G INONE FIN15H GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. PERC GO"; <5 MIN/IN C23 G.) PIPING SHALL CON515T 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=80.7± 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED)SHALL BE DEPTH FROM 501L 501L 501L 501L OTHER 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 (INCHES) (USDA) {MUNSELL) xi2.34EXISTING SPOT GRADE AT END OR AS NOTED. O-5 E Fine Loam Sand I OYR3 2 NONE8.)OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 24x5 PROPOSED SPOT GRADE 2'BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION 5-25 B Fine Sand I OYRB G NONE BOX TO ASSURE EVEN DISTRIBUTION. 25-120 C 1 Medium Sand I OYRG G NONE DICKINSON D WATER SERVICE LINE �" -o- OVERHEAD UTILITY SERVICE 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G"MEASURED BELOW -U- UNDERGROUND UTILITY SERVICE THE OUTLET INVERT. DATE OF TESTING: 812211 G GAS SERVICE LINE 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T OF 3/4"TO ; •.....•• 1-1/2" DOUBLE WASHED NATIVE STONE FREE OF IRON, FINES AND DUST AND SHALL PERCOLATION RATE: LESS THAN 5 MIN/INCH 'C I'LAYER. TEST HOLE/ BORING LOCATION WITNESSED BY: ROBERT REEDY, ELT,J.M. O'REILLY 4-ASSOCIATES, INC. BE INSTALLED BELOW THE CKOWN OI''THE DISTRIBUTION LINE TO THE BOTTOM OF THE, DAVID STANTON, AGENT, BARNSTABLE HEALTH DEPARTMENT • , 5T SEPTIC TANK 501L ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2° p, 239.0 I NO WATER ENCOUNTERED a DB DISTRIBUTION BOX LAYER OF 1/8"TO 1/2"DOUBLE WASHED NATIVE STONE FREE OF IRON, FINES AND DUST. USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF 501L ABSORPTION SYSTEM. c40 SAS SOIL ABSORPTION SYSTEM 1 1.)VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; �d +I Reserve RESERVED FOR FUTURE WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, / m TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. / ` UTILITY POLE 12.)501L ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF REFER TO MASTER SITE * ROAD PROFI LE PLAN ® CATCH BASIN CLEAN MEDIUM SAND(EXCLUDING TOPSOIL). FOR ADDITIONAL DETAILS FOR ENTIRE JITE \ 80 m 'Cr FIRE HYDRANT M 13.) FINISH GRADE SHALL BE A MAXIMUM OF 30"OVER THE TOP OF ALL SYSTEM J �"" ® WELL COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER iv ® DRAINAGE MANHOLE AND SOIL ABSORPTION SYSTEM. SEPTIC TANK5 SHALL HAVE A MINIMUM COVER J OF 911. 4M81,f 1 ■ CONCRETE BOUND, FOUND til~D DIL ABSORPTION SYSTEM UNTIL -Box G�ea - TOP OF BAS C 14.) FROM THE DATE O INSTALLATION O U OO WITHIN RECEIPT OF A CERTIFICATE OF COMPLIANCE,THEPERIMETR Of THE 501AB50RP- GOf FINISH GRADE O� �o LIMIT OF WORK TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH LOT 3 FENCE AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. TP3/4 15.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION �2 AREA = 30,,G2G 5F± EDGE OF CLEARING BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- 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 PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. _ o OQ? G.) BUILDER/OWNER TO REVIEW HOUSE LOCATION, GRADING DWELLING ELEVATION PRIOR TO START OF CONSTRUCTION. a 4 N 104.5'± !7.)BUILDEWOWNER TO REVIEW DRIVEWAY LOCATION, GRADING MATERIAL PRIOR �O• J E� � � �� TO START OF CONSTRUCTION. s x 4 O0 I o 0 TP INSPECTION NOTE: 00 5�-•.�, �• � ��3 ���� �� .� P�iN OF II�gsS ��OF AfA PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. I- 25 30.T} � � + M. OHN . 130.1 Gin w U� C yG PLAN VIEW o o O' ' OTEI LLY 4 E `� NO SCALE: I" = 10' �A (j , - FLOW PROFILE: .,`��� o o �� tq,�av�.�o ; O Sup NOT TO SCALE O� 24"DIAMETER CONCRETE COVERS FOUR (4) COVERS TOTAL: RAISED TO WITHIN G"OF FINISH 2 ST, I DB, I SAS TOP OF FOUNDATION GRADE(OR A5 NOTED) / N G I D I C KI N S O N DRIVE ;.; EL=83.0± (SEE NOTE#5) 190.7 1' Proposed EL=81.2± Pro osed EL=81.0± Proposed EL=80.7-±- stn Z !�Z ! PLAN 3.0'± 1f; 25"Proposed SCALE: 1" = 20' BENCHMARK: HABITAT FOR HUMANITY OF CAPE COD, INC. 79'9± (9"Min -30 Max) Top of Stake 78.G± 41 1 MAIN STREET, SUITE G, YARMOUTHPORT, MA 02G75 s EL=83.I± (NAVD88 Datum) '. • .• 2"LAYER OF !/8"- I/2"STONE 80.00 8. 5 10" 14" 78.50 '� 3/4"- 1-1/2" SITE SEWAGE SYSTEM DESIGN PLAN 77.85 ReVl5ed 1/25/17: Added to each SDS plan - Benchmark, Test holes:,3 T 78.40 78.23 `� N Street number, Electric Utilities, Property Detail, exlsting 6 I DICKINSON DRIVE BARNSTABLE contour labels. > MA 4'0" I 2" DROP GAS BAFFLE 75.85 J.M. O TEILLY & ASSOCIATES, INC. USE TWO(2)SHOREY PRECAST Professional Engineering & Land Surveying Services 500 GALLON LEACH CHAMBERS 7.11± Longest Run WITH 4'OF STONE AROUND 0 20 40 GO !4 1500 GALLON 2 I G (END VIEW) 1573 Main Street - Route 6A DB-3 EL=G8.7± BOTTOM OF TEST PIT#1, LOT 3 SCALE 1"=20' P.O. Box 1773 SEPTIC TANK D-BOX LEACHING CHAMBER (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax 25.0'x 12.83'x 2.0' DATE: SCALE: BY: CHECK: JOB NUMBER: H-20 G:\AAJob5\Habitat\81 22 - 53G River Rd Barn5table\dw6j\81 22.Construction Plans.dwg 911411 G As Noted RFR JMO JMO-81 22 I BARNSTABLE, 100.00, VC i MA LOW POINT ELEV = G5.00 LOW POINT STA = 2+77.8(5 LOCUS PVI STA = 3+04.GG 'q: — Lin + = t` <o PVI ELEV G4.39 + U N w A,D. = 7.20 m w ., di U149 v > K m = 13.89 > w v > > 9 I CD w SLOPE CHANGE STA 5+ 1 1.93 5.G%TO 3.0% 84 84 + I I I i , I I , I I , 80 80 ROADWAY PAVEMENT SECTION (WITH CLOWN i NOT TO SCALE ' NOT TO SCALE i i Flo 20I ,• k iI � , PLAN BOOK 28G PAGE G3 7G _.___.._ . __. _ ... 7G Now -09' DEED BOOK 29590 PAGE 283 A55E550R5' MAP G I PARCEL 2 RIVER RD ' p U 1 211 12 3" HIGH BERM PAVEMENT p U I �I ' / z �Q —�_ LEGEND I 201+ j I/4IIPER FOOTPI CH I/4 PER FOOT PITCH EXISTING CONTOUR I M 2 72 _ _. _-_ ___ _ _ _ p _. _! 7 _._ ,_ .... ...._._. __._..._._ .. _ , 32 PROPOSED o � ,� .,• � • • . • CONTOUR �I O N i 2 34.r': X I rs � SPOT GRADE EXISTING SP G E 5• p X i J' — k , �< 24x I — f •';' 5 Z _ - - PROPOSED SPOT GRADE R RA — w � i cn —w—w— _ � ELECTRIC LINE WATER SERVICE LINE t 1 1 E -11 0 —O— EA UTILITY I OVERHEAD UT L TY SERVICE G8 �. z �� _ '6(5 G G —U— UNDERGROUND UTILITY SERVICE LLJr�,..__._ _.. __. o I .5" FINISH COVER (ROLLED) -°—°- GAS SERVICE LINE Z 'o �.\ o `J 1 CATV, TELEPHONE LINES 2" BINDER COURSE (ROLLED) TEST HOLE/ BORING LOCATION Q Q sT SEPTIC TANK 8 0 WATER MAIN O i — _ 1 2 DENSE GRADE CRUSHED STONE (SUB-BASE- (2) 4: LIFTS) z ; 0 i DB DISTRIBUTION BOX o (Mi�J) 4" CLEAN SAND SUB-GRADE (BASE) sa SOIL ABSORPTION SYSTEM > I G4 ! I �. _ G4 p _....-_._ _ _...___ ._ ._.._... _.... _._ _ ....._. ._._.___ .__. _._. . _..,_...___... .. . .. .. ...._ .__,__ .._ _._.._... ....... . ... ...... . .........__ _._.__.._._ .._..___._.._,__ __... _ ._.�_..: _. ._,..,___ �__ ._ .� ,�... __ � � Reserve RESERVED FOR FUTURE o V� UTILITY POLE i' NOTE::WATER MAIN HYDRANT SHALL BE INSTALLED ACCORDING Q _ ® CATCH BASIN o — �,�' TO THE REQUIREMENTS OF THE BARN5TABLE WATER DEPARTMENT. � FIRE HYDRANT r i Q WELL I 0 GO I I } G ® DRAINAGE MANHOLE i �� ■ CONCRETE BOU ND, FOUND — — TOP OF BANK p W I ro ! N m N ;m m m `,o m o LIMIT OF WORK � �imp � � ml� , o N,N �, � Lin LEACH PIT, PLAN VIEW• U' � U `\o UI� �'N FENCE EDGE OF CLEARING I SCALE: I "= 10' L -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 . ADP OfI E ROAD R L -'- - -'- -'-'- - EXISTING CENTERLINE 4' #_ HORIZONTAL SCALE 1 40 PROPOSED CENTERLINE �� VERTICAL SCALE 1 "=4' LEACH PIT DETAIL NOT TO SCALE BEGINNING OF LIMIT OF WORK LINE - 24"x24"Cast Iron Frame and Grate Rai5ed to Grade Use EJIW LK 1 2 1 or Eaual _ r Cultec No. 410 Filter Fabric NOTE: SEE INDIVIDUAL LOT 5D5 PLANS fOR 261.71' Sb0.30 .. ;.., . +VI ® ........ •, 0% pitch to other leach pits SEPTIC CON5TRUCTI ON 5PECI FI CATI ONS o o o ®� ® 239,01' ....CB (FND) _ as required N ..1 ....... t ® J a 1 2"Diameter HDPE _ TP,2 (Typical) _ + _ . _ .h , 'M7 �N / ®®P at 0%D pitch _ . ` LO 4 , seEo a =__ i 5,0' __= 3/4"- 1-I/2"Stone AREA 33,6 55F± r h LOT 3 O AREA>.30,626 SF± _ . . _ a _ . . _ PROPOSED DRAINAGE FACILITY: GRA55ED DRAINAGE 5WALE WIM SUBSURFACE LEACHING FACILITY FOUR(4)-14 DIAM.X 5 DEEP LEACH PITS L �I f. 23.9'± •• 00' .W ` . BOTTOM OF SWALE EL.e 56.0 \ \ \ \ O� K {;S t za L `•,: 104.5'± w i 4.o' 6.o' 4.0 CATCH BANN C.I.RN EL-56.5 - LIMIT OF WORKGLME •�•. � NZ`� X, 1 4.0' PKOP05ED ELECTRIC 0 TV/TEIEPHONE t 9 N I• UNDERGROUND CONDUIT TPI/2 5 DEEP ;o o m , > �/ ` i I �\ = a� �\I P��ry I3° a �' - _® LEACH PIT •� I N. ®..� / r o t t / ,. .60' eo � � 1„" ".✓ t / / / \ � \ �. I��.. ... �.24.. ... tI t—� '� ,- AS MANUFACTURED BY SHOREY OR EQUAL urn 142 // , +I v� / PRouoseD sro� 7 II t \ swp,LE GnANN A t '•J .- ti / , LOT 7 � � \ \ \ ~ \� / I �.Zg /t ` Hvo. •,... 190.7 r % J Neu AREA-39,180 5Ft\ \ \ / t \ 's +_ N,..�r"_ ,€9 57 �"` ✓ .i / PROPossD CLEARING ` nbulukle Open Space \ .� �,,. / tit > vl� N LOT 2 w Y OF THE EXI5TING ...•-' H A-35.101 SF± U/ VEGETATI0150 AS TOA2.6'j ,.•• / ` \ N� IMPROVE SITE D15TANCE ` \ \ \ \ — / ` ' •• �- 1 A ARE y \ W \ I \ ` I f'� •i.�o'• I��~� 25\~ eo PROP05ED PAINTED STOP BAR.;' b5TOP SIGN L/tI• t '' ,� • IIII� �� y ♦ e �• ♦� � ry;l•x \ _`P!. - •� FROP05ED 5AW CUT AT EDGE OP TUBMAN ROAD [ b FOR SMOOTH JOINT AT BEGINNING OF NEW N t 93' ,':..'.' i 0 ''`�� 15G 4'± OO v PAVEMENT AT ETA 0+00 EL-69.3±. + +cn - D \[ 6 8 , c 1 w I ` ,\ LOT 5 EDGE M NEW PAVEMENT SHALL BE FINISHED / N, WI1H SMALL BERM 90 AS TO PREVENT WATER b w I \6?� �' ;s. �I' / ENTERING THE NEW ROAD FROM TUBMAN ROAD. ,e/VI' _.— /. / O 0� ^c / / r- \ND t e Z, ;g ��' ;n AREA=22,01 2 SFt i I RE Unbutldable Open Space ® �67 C,J CNaL °* R ,,��.�••. R` `_IA`�� \I\qO/ 1 •- /�t/t O �,:./ �� O y� 0� ly'C "•-.. �-ti, ` p TP3/4 \ 6l � v wry ; -_' "�. / ., 75 ���_ LOW POINT ELF� � 76 \, ✓ Sri� is � ?1,�• � I F i LOT G ' � ., ►` �.�' L.,,. AREA- 10,075 5F�I I \ / I I I I \ TPI 2 7a Unbulldable Open Spae �" �.•+ PROP05ED S'DIA I ` ` A 1 J4•33 \ 'AREA=3Q.702 SF± WATER MAIN WIT i v �? n ONE(I)HYDRANT AT TURN AROUND N J Eager ; Revised I/25/17: Added to each 5D5 plan - Benchmark, Test holes, J \ � Glearin9 � O �1 Q - Street number, Electric utilities, Property Detail, exlstin contour labels. 172.09' - '........ / 4 12.06' � r HABITAT FOR HUMANITY OF CAPE COD, INC. BENCHMARK: Tor or PR Na" w, 1 — / LOT 8 o EL-66.7±(NAVD88 Datum) UPn-42 �� I � / AREA-26,5245F± -� / --^r -- \ •,W YARMOUTHPORT, MA 02G75 TELPFUnbmldable Open Space - 41 I MAIN STREET, SUITE G, ` , Pavea Dr veunr - pF� d--._ / —�\ I t . a e PROP05EDfTilt EMOTING •• OF THE EXISTING ' :r MASTER SITE ROAD PROFILE PLAN VEGETATION 50 A5 TO 904.12' IMPROVE SITE D15TANCE b b CB (FND) 53G RIVER ROAD, BARNSTADLE, MA BEGIN TO 5UPER BENCHMARK: ELEVATE THE PAVEMENT Elp 67.8±(NAVDBB Datum TOWARDS THE LOW POINT J.M. O'REILLY & ASSOCIATES, INC. BEGIN TO 5UPER ELEVATE THE PAVEMENT TOWARDS THE IOW POINT Professional Engineering & Land Surveying Services PLAN o 40 80 120 PROPOSED LOW POINT: SCALE I "=40' 1573 Main Street — Route 8A FORA DI5T SCALE I"=40' P.O. Box 1773 DF THETED 50INTTO FITCHTOTRD5 BE (508)898-8801 Office Brewster, MA 02831 (508)898-8802 Fax SUPER ELEVATED 50 AT TO PAVE TOWARDS THE STONE 5WALE5.THE CROWN SHALL NOT EXI5T ALONG THE CENTERLINE OF THE PAVEMENT WITHIN DATE: SCALE: BY: CHECK: JOB NUMBER: THIS AREA G:\AAJoba\Habitat\8122 - 53G River Rd Barn5table\dwcg\81 22.Con5truction Plan5.dwg 9/1 4/1 G A5 Noted RFR JMO JMO-8 122