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HomeMy WebLinkAbout0060 DICKINSON DRIVE - Health 60 DICKINSON DRIVE Marstons Mills A= 061 — 002 —002 S M EAD ft 24MLY UPC om ameadLcwn •IN&InU M c«dw�rsoo� load, NlN1 60 (��p• TOWN OF BARNSTABLE `LOCA' Q N I CY ( KISONI LR I,V E SEWAGE#i �_ L-1 as VILLAGE. ASSESSO MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY• I , SQL LEACHING FACILITY:(type)�'�J�� lS (size) 0 a . NO*.OF BEDROOMS „_„• OWNER JAJN�� h A") PERMIT DATE: �' h' 1 COMPLIANCE DAT -op 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)�_ 1 Feet FURNISHED BY i w��•lY" ri 3 a 2 , O TOTMVE BARNSTABLE LOCATION�Nl D I SEWAGE#QDJ I� a VILLAGE M,11 A SESSO 'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY JSMdA II --- -- LEACHING FACILITY.(type) (size)a NO.OF BE ROOMS OWNERJb+j�t� ffidkwj�I-L% p2 c-,o) 1> 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 faci ' Feet FURNISHED BY I Fee THE COMMONWEALTH Of MASSACHUSETTS Entered in computer: ;Ye � PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpliLAtion for Disposal bpstem Construction hermit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Addres or of No. �c f_*9, Q i CA i Of5O �1 Ow er's Name,Address,and Tel.No. Na t� r' 7 31 j� J� fmo � uman� 6�' Cape— C ez�? =ne, 791U Assessor's Map arce (B i 1 ' -�- ® -& I313 taller's Name,Address,and Tel.N `(��� Designer's Name,Ad s,and Tel.No. HD :o�s �e E den nis 'lope of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 0e—s i({eLni ,n. No.of Persons, Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �J gpd Design flow provided 330 gpd Plan Date 9 hq I It, Number of sheets 4 Revision Date Title 1 ^ f" O r �'��,vn can, Of Opr e. or_ =r1 G Size of Septic Tank U l5ZYJ aIID Type of S.A.S. jeaCtl CA Z Description of Soil -f D Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the a re described on-site sewage disposal system in accordance with the provisions of Title 5 We ental Code and not t a 'system in operation until a Certificate of Compliance has been issued by this Boar Signed Date 1 -7 7 Application Approved by —^ Date Application Disapproved by Date for the following reasons Permit No. 6 I Date Issued No. Fee THE COMMONWEALTH O f:*IfiASSACHUSETTS Entered in computer: � Yes < PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS i application for Dispoi sal 6pstem constrUttioll i3ermit t Application for a Permit to Construct Repair_( ) Upgrade J) -Aldon( ) ❑Complete System ❑Individual Components Location Address or of No. !# t C. i►nSv rl 'OwneVs Name,Address,and Tel.No. bia Assessor's M f`Pa(roe'1 �a D U � f�j 1"�'? HUMO g6f e0 pe- CccC �nG - S� 79/U p o2 i411 o ',QQ ' D01&7S ai Installer's Name,Address,and Tel.NN �—3$5- Designer's Name,Ad an s, d Tel.No. �1►h�11 �c;n MaGtD/'S --+-n c- 401 93 3L2) HDK rn c 28 - C Qenniz, Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building des 4 1 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3 O gpd Plan „ Date CtI441 it, Number of sheets 4 Revision Date Title 1 0(t 'O r F�t r n Q�`� Of Owe ,� T o 11 C- 1` Size of Septic Tank � /Sw Q II Type of S.A.S. CL l C Description of Soil � ! n r71� .'1,4 M .544t1 A f P v Nature of Repairs or Alterations(Answer when applicable) Date` inspected: Agreement: F r , !The undersigned agrees to ensure the construction and maintenance of the a re described on-site sewage disposal system in accordance with the provisions j v' ental Code and not t IN system in operation until a Certificate of j Compliance has been issued by tSi Date ! -7 7 Application Approved by Date �- Application Disapproved by Date ;r for the'following reasons Permit No. cao b Date Issued '"�U� f .-. 3 t 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( ) Abandoned( )by Mn-) l o n+rcG c4-r,,(S TnG_ at �c�o� Clliin��n f1 v has been constructed iaccordance with the provisions of Title 5 and the for Disposal System Construction Permit No�b/� 5 dated Installer PKk e o0,1+ra Giro rS J n[_ Designer A H 0, V e i (i L4 #bedrooms 3 Approved design flow 33 gpd The issuance of this permit shall n t be construedas a guarantee that the system ll fun i a esigne Date Inspector ----------------------------------------------------------------------------------------------------------------------------//----1--- --- No. `' G f 6��, Fee �V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby granted to Construct(Vj Repair( ) Upgrade( ) Abandon( ) System located at koi -*a NC.u,%nso n 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 be completed within three years of the date of this permit.. Date ' ( Approved by Lai t 1 i Town of Barnstable 1""ey0w4, Regulatory Servicesti Richard V.Scali,Interim Director 77 PO MMSrABW, + 01 MAM �0 Public Health Division �Fc ° Thomas McKean,Director 200 Main Street,'flyannis,MA 02601 X4 Office: 508-862-4644 Fax: 508-790-6364 IN) Installer&Designer Certification Form Date: 3/21/2019 Sewage Permit# b ��ssessor's Map\Parcei 61/02 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 () 2j J JPKM Contractors was issued a permit to'-install a (date) —' (installer) septic system-at.60 Dickinson Drive based on a design drawn by (address) J.M. O'Reilly&Associates, INC. dated 1/25/2017 nn (designer) LnJ 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. w,r=`—%a gI certify that the system referenced above was construe} complr~ h the terms of the AA approval letters if applicable) JOHN M. fin i O'1-1faLLy —+ CIVIL I � NO. 36200 ;^ (Installer's Signature) (De ` r 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:1SepticWcsigner Certification Fonn Rev 8-14-13.doc y M+ Town of Barnsiable Department of ItWhtory Services �.I Public Heath MvWon bate ,�/ • areas. tt6 ,� 2M Main Strealr Hyamis MA=01 Data Scheduled '�?- :Time FOB UV Soil SuitabifttyAssessment for Sew ' e Dq*P0Sd�() PorfmmedBy-- K01�f RQp G f 1 T Wlhmss ed8y ✓e Hl�h� � / LOCATION &.GMUMAL IlWOPM ITON LocadonAddrrus JC36•2.�f/ KJ OlvaeraNemo F4nbiA� i4f rrUMQVit�� p Address 11 Main 5}t umi�L. �aP+ttou�'h(�orlfMA ' aMap/Parceh 06l op?— D Dol Baghtaet'eNama 1A. b`Relli�i�ISSOG. 78W CBWC-DNSTRU=0N —!!!f- REPAIR TelepTiaa:ett $'Q$.$�(p-�1e(o�l 1�ttdUao�AG0.A�' stopsam)-yaries Smrc stones- •NIR Dlataeeastloan openwaters*- P-mslWa.WotArm71��I 'ndnaagvl►atarWeR BOO DraUsega Way�yto0 ft Pfawraty IJne Other A SKETCHf(Stroatuamg dimensions of1oyexactlocadooaoftnthula ivuotmte,kaeteweaudainpmximlty10hat-) �O-P/,GKi n-Pri✓e. Lora i /w-uto,ern TP Va TP Parent matetlat(geolo&) 01A 4uasIt 'Pocm Depth tobadmak &ZA �,�•,_ Depth toatmmdwater.StandtagWaterlaltola:/ N _ Waap1Qfmmpttpneo_ BsdmatedSeasonalHlghOrwndwaler-/1/n t�tObtYtOlWLt�d(CY}C�6th1`�P�d ' DETERII A ON FOIL MAAONAL•HIGR' ,&TJMTABLU Medm umt u a 2r1f04tAf@fB0 Da lh obamvM standing in obs,hoW, th, Depth to soU moWsu DeAthto weeping from side ofaln.holm- tn, amundwaterA4)ee11men1._-.-•,-„- • tt. rndox Wdl koadlagIiaba 1adex Wd11pvat._. AdJ fkator••,,,,...•,.A4.OrowAmetL1avd, P+RCOLAr ION rX'UT llatug?�r(�cunm obsem dao #t 7i 1 tl • Dowthofl'cm J��Jt � Ttme lit 6" StnrtPW*s Timor and Pso-soalc �'.•� _ ± RntaMluJhsob, alto sultaWlltyAnossamrtt: attorama 74 SltePaUe& Add1dona1TeadagN=W(YJM Odgtaal:rab is llaa th Dlvblaa Obaervatton Role Data To Do Complated on$aak--— ' It percolation Meat 10 to be aondacted within 1001 of wethmd,you xnllst first notify the Barnstable CousefvationDtvision atleast one(1)week prior to begbming. (IMPTIMBRC 6mmoC L0+ DEEP.OBSEBVArffON HOLU LOG ' Hole# Dopthfrom 3011Hodson SollTradwe 31fidcolor Sell. Other Sucfece(In.) (USDA) (M".V) Molding (Stwohno,Stood;Honiden. ' • CmEelatoncv.7i Ornvell ©--(9 E Loa Fm luxR3/a mi1.e �a3 Med. Sand tu'lR�/t� not a3-i3a C Mea.San toy. DEEP 0109ERVATION HOLL LOG Hole# Depth Pram 841 Horizon .Sell Tuh fa Sail Color Soil 01her Surfsco(to.) (USDA) (Munret» Molding (StmaWro,Stone%limi&M, E y ;rllc . +b 'PI-3 nonit (9_213 13 Med, SMQ Io 2'7 a3—i3a filed. Sand Rto c, A&ft DEEP OBMUTIONHOLELOG Hale#_ Deplhfroro Sail Hod= SoIlTextum son COIN Son Oder Sorreco(►o.) (USDA) (Moosep)' Mottling .{Sbuohme,3fonor,Baddon4 01nq a I, wayYto - �-aW Merl, and 10 K'7/4 norl t a41�1 a C Med, Sand 10 K(P/& VLane, DEEP OBSERVATIONHOLZ LOG Hola# Dopthfunn soilMdmn SallTosturo sail dolor Hall Other Swtaee(In.) (WA) (M-10 Mowing (Strneture,Stopos 6ouldata, nw 10YRIN nVAZ dq-13a Meg. to R0 i nQ Fiend InsiyanceRatQMaig: Abova500yearffoodbouuWy IVo_ Ycs_)�_ ' Wlddn500yarboundary NOA Yes Within tM year flood boundary Na,) Yes,.. Danth of Nahrrativ Occgm ngParvlona aterial Does at loastfourfect ofna(ora(ly,occurring porvlons material exist In all uroas observed thrpughout the area proposed for the colt absorpdbn system? (AM_ If not,what Is the dapth of hatoratly occurring pervIdus ttlatarlall.� .....,. Ce i Ho I certify that on (date)I havepaseod the sell evaluator examlaadon approved by the Daparhnent of Bnvlronmental Proteodon and that the above analysis was perftTted by me consistent whh . theregWred training,oxpordw and experlanoo described in 410 CMR 15.017. Slgaature^ Dath-6 ' Q�19flP1YG�PHriCFORM.AOC ' f : • Lai 3oPY' Town of Barnstable >Pt� Dopartinant ofBegulatory Swd(!es i - > Public Health Division 'Date ewmk is p 20D Mda Shaer Hyannis MA 02601 Date Scheduled �' �' Tfma Foerd Ub. Soar Suitability Assessment for Sewss a Disposal t I Pedbermcd-By. WitaessedH) �,� • S it�ua LOCATION&GRUMAL lNlt'ORMATION LoaadonAthIm �36'R. /} { own-es Name HAb;-64-1;t' Htetvtani J�U mtI MAin5d-, 00i¢(P e Adaana wrmwk*rr� tAA ' Aasano�e MeplPnrod:' i16!Y¢e� Hnglnoet'a Name�.fV�.�RE i I l�4 AS�iIfG�. NBWCONMUMON `�V (REPAIR tioaeo 5U8-8Qf>'—b��l 'LandUso- Vttifand- Slopm(%).�It j�S sudew3Wnoa- A)ZA Dhder:matlom: OpanWaferuwy•>00 fl Pwdb1oWetA=` bQ DdntdngVfata Woli N.106 g DadhegoWny_`��61d tt PtapalyLtaeJt Odtm•_— i< SKETCH((Stmetwme,dhnomlom of lo't untloaaduaa of tact hoiop&pom tmle.Wab wdkttds pmximlty to holes) I TP�l,t t IAf 9 mom. any+egczcsn ,A ` t ' TP�/a ParentmatME11(seowo)04mh -Depth toOedtonk. ✓f/ A ,� Depth to(Immdwater,SleodingWaterin,�H/o�lm � ` WORAT19(VoraPIOR64 Bsdmated Seas man High Uranndwater_`V b 6-tyki2R w her ef)('ULt n ereA Z . TION FOR SWONL'HIGRWATIM TABIX MdhodUsed u. je ef}a ��' Ik�Ohm vedatnndtngtnd l�n.ha lti, Dopd1t03oUJnotUtut_ s� _ _. . ,ln: fh to weaping"oldo of obu.hoho- —- (p, G1ffiadwnterA4uaftM1 0 W.X Well•{! nteadlugtiatw ledex Wed kval._. Aej ihotOr.,,o..r,r Ad).OmondwatdoUvdl. PERCOLATION TBST Ddte%as !,'than obsetvadon '�j�#f Halae 1 TP# i flmadt9 DopdrofPora •/.^�tf �lt TYment6" . Stnit Praaoak TWO 0 I1ndPte-xaak ..1-^Lr!_�e•�� ' RateMdt.Ranh L'O'• ��G•OC S1toSultabltltyAaeossmontt 91foPassdl SitpPagod: AddifioualTesdagI[eadat(X/N) Odgloal:PnblloHwbhDlvlslon Obseriadon Role DotaToBe Completed onBack ' ***If percolation test 19 to be conducted within 100e of wetland,you must first notify the Barnstable Consepvation Division at least one(1)week prior to beginning (11M OPHRCPORM.DOO s - - 63 eel Ve,- Vow, �� BARNSTABLE, GENERAL NOTES: SOIL TEST LOGS: SYSTEM DESIGN CALCULATIONS: MA TEST HOLE I: EL=74.9± \\ LQCU,rj A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM DEPTH FROM SOIL 501L 501L 501L OTHER SEWAGE DESIGN FLOW: UNLESS H-20 COMPONENTS ARE USED. SURFACE HORIZON TEXTURE COLOR MOTTLING 3 BEDRO M DWELLING @ I 10 GPD = 330 GPD ' B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- (INCHES) (USDA) (MUNSELL) �J LEACHING CAPACITY REQUIRED: LE55 CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. 0-G E Fine Loamy Sand I OYR3 2 NONE -23 B Medium Sand I OYR7 G NONE 3 BEDROOMS(MAX.) @ I I GPD = 330 GPD REQUIRED �" 149 C.) CONTRACTOR SHALL BE RESPONSIBLE FOR G VERIFYING THE LOCATION OF ALL 2 -132 C I Medium Sand I OYRG G NONE SEPTIC TANK CAPACITY REQUIRED: �9 UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. DAILY FLOW= 330 GPD @ 200% = GGO GAL. REQUIRED PERC P, 58"• <5 MIN/IN CONSTRUCTION NOTES• SEPTIC TANK CAPACITY PROVIDED: TEST HOLE 2: EL=74.9± 1500 GALLON SEPTIC TANK(MIN. ALLOWED) LEACHING CAPACITY PROVIDED: DEPTH FROM SOIL SOIL 501L SOIL OTHER ONE(1) 5.0'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=[(25.0 X 1 2.83) + (25.0 X 2.0)2 + (1 2.83 X 2.0)2]X 0.74 GPD/5F=349.28 GPD (INCHES) (USDA) (MUNSELL) 8 TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 349 GPD>330 GPD REQUIRED I � O-G E fine Loamy Sand I OYR3 2 NONE 2.)SEPTIC TANK(5), GREASE TRAP(5), D051NG CHAMBER(5)AND DISTRIBUTION NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN. G-23 B Medium Sand I OYR7 6 NONE - BOX(ES)SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY INSTALL: COMPACTED, OR ON A G INCH CRUSHED STONE BASE. 23-132 C I Medium Sand I OYRG G NONE ONE(1) - 1 500 GALLON SEPTIC TANK ONE(1) -3 OUTLET DISTRIBUTION BOX(H-20 Rated) 3.)SEPTIC TANK(S)SHALL MEET ASTM STANDARD C 1 1 27-93 AND SHALL HAVE 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=73.4± 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" DEPTH FROM SOIL SOIL SOIL 501L OTHER ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE SURFACE HORIZON TEXTURE COLOR MOTTLING P (INCHES) (USDA) (MUNSELL) I (� F'ERTY DETAIL PLAN BOOK 286 PAGE 63 CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 0-4 E Fine Loamy Sand I 0YR3 2 NONE DEED BOOK 29590 PAGE 283 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST 4-24 B Medium Sand I OYR7 G NONE SCALE: I " = 100' A5SE5SOR5' MAP G I PARCEL 2 CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"OF 1 24-132 C 1 Medium Sand I I OYRG G INONE RAVE FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. PERC G"5 • <5 MIN IN 9iicoA-50 D 7 57 190.71' G.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL LEGEND BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I%. TEST HOLE 4: EL=73.4± -- 32 EXISTING CONTOUR 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED)SHALL BE DEPTH FROM SOIL SOIL SOIL 501L OTHER 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED SURFACE HORIZON TEXTURE COLOR MOTTLING - -32 PROPOSED CONTOUR MUNSELL USDA ES C(INH ) ( ) ( ) LOT 2 BENCHMARK: x 12.34 AT END OR AS NOTED. � EXISTING SPOT GRADE 'I 0-4 E Fine Loamy Sand I 0YR3 2 NONE To of Stake 24x5 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 4-24 B Medium Sand I OYR7 G NONE p PROPOSED SPOT GRADE 2'BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION EL=80.0± (NAVD88 Datum) WATER SERVICE LINE BOX TO ASSURE EVEN DISTRIBUTION. 24-132 C I Medium Sand I OYRG G NONE -o- OVERHEAD UTILITY SERVICE 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 0 MEASURED BELOW -U- UNDERGROUND UTILITY SERVICE 1 s3.66' THE OUTLET INVERT. j DATE OF TESTING: 8/22/1G GAS SERVICE LINE 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO TEST HOLE/ BO'RING LOCATION PERCOLATION RATE: LE55 THAN 5 MIN/INCH IN'C PLAYER. 1-1/2"DOUBLE WASHED NATIVE STONE FREE OF(RON, FINES AND DUST AND SHALL WITNESSED BY: ROBERT REEDY, EIT, J.M. OFEILLY�ASSOCIATES, INC. p�2i a BE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE DAVID STANTON, AGENT, BARNSTABLE HEALTH DEPARTMENT �t50N 5T SEPTIC TANK SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" r NO WATER ENCOUNTERED D'GY\I► Way) N� +I e Pr,vate � DB DISTRIBUTION BOX LAYER OF 1/5"TO 1/2" DOUBLE WASHED NATIVE STONE FREE OF IRON, FINES AND DUST. USE A LOADING RATE OF 0.74 GPD/SF FOR 51ZING OF 501L ABSORPTION SYSTEM. ��0'Wed N` 5A5 SOIL ABSORPTION SYSTEM 1 1.)VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; v► Reserve RESERVED FOR FUTURE WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, Pavement. TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. Ed e of ° , o w w���\ 80 190.7 I c� UTILITY POLE REFER TO MASTER SITE ROAD PROFILE PLAN of germ w wo 1' \ ® CATCH DA51N 12.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9' OF gac w 80 CLEAN MEDIUM SAND(EXCLUDING TOPSOIL). FOR ADDITIONAL DETAILS FOR ENTIRE SITE _Ww w� 57� \ 80'0 FIRE HYDRANT 13.) FINISH GRADE SHALL BE A MAXIMUM OF 30 OVER THE TOP OF ALL SYSTEM ? 10 LOT 2 �' ® WELL COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER \ �' ® DRAINAGE MANHOLE AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER ----e_ �" AREA = 35, I O 1 5F4- N 78 , OF 9". ■ CONCRETE BOUND, FOUND 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL D-BOX! BUILD ONE COVER TO WITHIN \ �. �- TOP OF BANK RECEIPT OF A CERTIFICATE OF COMPLIANCE,THE PERIMETER OF THE 501L AB5ORP- G"OF FINISH GRADE _ r -': LIMY OF WORK TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH i \ 80 \ FENCE AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. .... EDGE OF CLEARING 15.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION `.`ti BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THI5 SYSTEM RE- TP I/2 >6 QUIRES A VARIANCE)AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING ,. d„ Q x...? . Q THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. w � I G.) SOIL REMOVAL: THE TOP501L(E HORIZON) 5UB501L(B HORIZON) SHALL BE REMOVED DOWN TO EL=73.0± (TOP OF'C I' LAYER) FORA 746 �i DISTANCE OF 5 FEET FROM THE S.A.S. AREA TO BE BACKFILLED WITH CLEAN 'TITLE 5"SAND, COMPACTED TO MINIMIZE SETTLEMENT. ` o b Q 0�� V2 f �� �{OFOl q 17.)BUILDER/OWNER TO REVIEW HOUSE LOCATION, GRADING#DWELLING ELEVATION 5'SOIL REMO .� 15G.4'± G O JOHN PRIOR TO START OF CONSTRUCTION. 8 G 3 9 a .� JOHN VAL o A c 18.)BUILDEK/OWNER TO REVIEW DRIVEWAY LOCATION, GRADING#MATERIAL PRIOR SEE NOTE 16 ?, �� ~ O'REILLY O'REILLY �+ TO START OF CONSTRUCTION. o /� : ,.• Cr CIVlL to U =` ' v NO,46733 NO.36200 ' .5' .5' � � _ r t 25' L TP�3/4 L p 1, I PLAN VIEW FLOW PROFILE: SCALE: I" = 10' 78, �� \69, i NOT TO SCALE 76 24" DIAMETER CONCRETE COVERS FOUR(4) COVERS TOTAL: RAISED TO WITHIN G"OF FINISH 2 5T, I DB, 15A5 6 O D I C KI N 50 N DRIVE TOP OF FOUNDATION GRADE(OR AS NOTED) 74 EL=81.O± (SEE NOTE#5) °.:.' Proposed EL= Revised 1/25/17: Added to each 5D5 plan - Benchmark, Test holes, Proposed EL=79.0± Proposed EL=79.0± 78.0-±- -� . Street number, Electric utilities, Property Detail, existing contour labels. 3.0' 77 0+ 3G"Proposed / HABITAT FOR HUMANITY OF CAPE COD, INC. ' 75.0± (9"Min -30 Max) 41 1 MAIN STREET, SUITE G, YARMOUTHPORT, MA 02G75 ..:.,.....; s • FLAN 2" LAYER OF 1/8"- 1/2"STONE SITE SEWAGE SYSTEM DESIGN PLAN 78.00 75.85 r I O" I4" 75.G0 74.25 3/4"- I-I/2"STONE SCALE: 1" = 20' 3" 5.50 75.33 `� N 60 DICKINSON DRIVE, BARNSTABLE, MA 4'0" 2"DROP GAS BAFFLE 72.25 INSPECTION NOTE: d .M. O TEILLY & ASSOCIATES, INC. USE TWO(2)5HOREY PRECAST PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM 500 GALLON LEACH CHAMBERS 9.8'± NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. Professional Engineering & Land Surveying Services Longest Run WITH 4'OF STONE AROUND 0 20 40 GO 13' �-- 2' I G' 1573 Main Street - Route 6A 500 GALLON DB-3 (END VIEW) SEPTIC TANK LEACHING CHAMBER EL=G2.4± BOTTOM OF TEST PIT#3, LOT 2 SCALE I"=20' P.O. Bog 1773 D-BOX (5 08)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 Rover Rd Barn5tabie�dwg\81 22.Con5tructlon PIan5.dwg 9/14/1 G A5 Noted RFR JMO JMO-81 22 I A B RNSTABLE 100,00,VC 1 MA LOW POINT ELEV = G5.00 UC) LOW POINT 5TA = 2+77.88 \�\%�—LOCU-9 � �C PVI 5TA = 3+04.GG Ln + PVI ELEV = G4.39 + U N w A.D. = 7.20 m LU Qh mK = 13.89 !49 m w 5LOPECHANGE 5TA 5+1 1.93 84 5.G%D TO 3.0%D 84 ____-_ ___ ._ .._.._ _.__, _..._.. __ 1 I eo 80 ROADWAY PAVEMENT SECTION (WITH CROWN) : �. NOT TO SCALE 0 Flo NOT TO SCALE 3 201 i I ' j � �• PLAN BOOK 28G PAGE G3 7G 9' 9' DEED BOOK 29590 PAGE 283 ASSESSORS' MAP G I PARCEL 2 1211 1211 I RIVER RD j z + 3" HIGH: BERM PAVEMENT p �; 201+ j I i LEGEND 1/4 PER FOOT PITCH 1/4 PER FOOT PITCH 72 , 0 72 - — — 32 EXISTING CONTOUR _.. _._._.. _ ___._ .. _ __.__ __._ _ ....__ _ ..__. _.. _ _ ____ _-_ ____ ___ - .___. ____... ._ _ _ ..__.. _. ._ _ . __ 32 o i t Y: PROPOSED CONTOUR 1 i I �I O N •. • 123 f Y• X 4 i i EXISTING SPOT G DE I 1 o ':t 5• o Z 2 k ,`• 4x5 i•: - - PROPOSED PO h' .•;It .;•• RO SPOT GRADE I % ELECTRIC LINE —"—"— WATER SERVICE LINE / 11 Gil —0— OVERHEAD UTILITY SERVICE 1 G8 —U— G8 �. - / UNDERGROUND UTILITY SERVICE _ I� —0—°— GAS SERVICE LINE _ _ __._.. o - 1 .511 FINISH COVER (ROLLED) _ v, 0 w , / w o �. ! O CATV, TELEPHONE LINES 2" BINDER COURSE (ROLLED) TEST HOLE/ BORING LOCATION > 1. � I o I o 'er \�'�. �~ � - �� ! 12" DENSE GRACE CRUSHED STONE (SUB-BASE- (2) 4"LIFTS) 8"O WATER MAIN sT SEPTIC TANK 1�' + DB DISTRIBUTIONX I � BO ' (MIN) 4" CLEAN SAND SUB-GRADE (BASE) 1 \ SOIL ABSORPTION SYSTEM U 1 1 SAS G4 ; � G4 o _.. t. __.-_ ._ ._..___ _.. _ _.__ , _., ... .__ . . ......... . . .__ _ _ --___-_. II _-_ _ .w.�_..... _._ _._...._� _; Q � r Reserve RESERVED FOR FUTURE UTILITY POLE _ _ NOTE: WATER MAIN HYDRANT SHALL BE INSTALLED ACCORDING ® CATCH BASIN < ` ,' o — — TO THE REQUIREMENTS OF THE BARN5TABLE WATER DEPARTMENT, 1 w , 'Cr NI _ FIRE HYDRANT WELL GO ? ` I I i � � GO ® DRAINAGE MANHOLE ■ BOUND, CONCRETE BO FOUND W j I � TOP OF BANK zmOm� n`� �!� m' � vjp N N �'� �'� m'' � m1!� i LIMIT OF WORK o o cc m �; m? N � ' = N' LEACH PIT PLAN VIEW: FENCE �I�� �1� �!� �l� �o N �ol � " u> ��� U U1� �olni rl � �I � �i � EDGE OF CLEARING �o O (<o <o tv SCALE: I "= I C' -0+50 0+00 0+50 1 +00 _.. ._.I +50^ 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 G+00 G+50 4' ROAD PROFILE j -'- ............ EXISTING CENTERLINE1 h HORIZONTAL SCALE 111=401 PROPOSED CENTERLINE r' , `IT VERTICAL SCALE I =4 k � � LEACH PIT DETAIL NOT TO SCALE BEGINNING OF r _ 3JI ;f3 +s a �j LIMIT OF WORK LINE 24"x24"Cast Iron Frame and Grate Raised to Grade Use EJIW LK 1 2 1 or Equal aa.4r Cultec No. 410 Filter Fabric NOTE: SEE INDIVIDUAL LOT 5D5 PLANS FOR �. 261,71 580.30' � •' ® 0%pitch to other leach pits 5EPTIC CONSTRUCTION SPECIFICATIONS a5required N O $ i +1 ; aa( 239.01' CB TEND)`' .i' 1 2 Diameter (TYP cal)HOPE7. \ \ \ \ 1 1 1 t ,�'^\ 1 ,,, ` mN /° N �.�•� at 0%D pitch - - _ . _ - - \\ 1 \ 1 1 \ \ J _ _ 5.0' __ = 3/4" I I/2"Stone LID 4 cWa`s9 � �. AREA 33.9 5 5F± ...LOT 3 AREA-30,626 5F± - S 6J4 A:'f TP3/4 PROP05ED DRAINAGE PACWTY: ¢ WALE WITH — .GRASSED DRAINAGES - 5UB-5URFACE LEACHING FACILITY — \ \ 1 ��`. ' it'bh ' 28 p0'........ 5 FOUR(4)-14 DIAM.X 5 DEEP LEACH PITS - BOTTOM OF SWALE EL-56.0 / ' \ ` .� $ �I .0 23.9`x _ (D •. •' t/t 5s 0,9" O '•� F" CATCH 5A51N C.I.RIM EL-56.5 N tt i BEGINNING OF ` , III LIMIT OF WORK LINE NO 5 •w. qQ, $ ' A2.y \ 'I 14.0 PROPOSED ELECTRIC OTV/TELEPHONE 1 \ i• 9 2j`-. ■� A�. C� ``t"' (vyT1P1I/2 I DEEP UNDERGROUND CONDUIT ®_..,.. v° / 39 5.0�/ D E E P © ° o o� , , 11 , \ \ \ a� \\i P��" 3 - _ LEACH PIT � . i X. AS MANUFACTURED BY SHOREY OR EQUAL N � • UFF 1-42PROAOSED 00 1 ♦ ` / Q J AREA=39,180 5F±\• \ \ t \ e \ r��� �7 57 e +1 +1 PROPOSED CLEARING 1 nbulde Open Space \ \ \ \ \ / / t/t > 'LLJ \ "'�_ '' ' \ �\ N LOT 2 N •' / OF rHE ex15T1NG ,r-11J" - --'-1 �' �i AREA®35,101 SF± U// �N VEGE7AnoN so As ro I IMPROVE SITE DISTANCE TH I ' '' A \ ..— __ / .,� \ 1 25`,• <' TP 1/2 \ i. 1§• /- .o. \ A / PROPOSED PAINTED STOP BAR t..�•-[ [ [ t [ o Ty 74a I 4 STOP SIGN ['' `_ • ' •� '• „ �• =' PROPD5ED 5AW CUT AT EDGE OF TUBMAN ROAD [ 24,g TH2 ' ', :•. ® 3\"' `' { i±+k,. F �. ,d '7 I FOR 5MOOTH JOINT AT BEGINNING OP NEW e Sn 1 1 1 Ilr , P�� ^,(, PAVEMENT AT ETA 0+00 EL-69.3t. 7�< ` !- 9•`' * lA � f'� � L 156.4't � "7 EDGE OF NEW PAVEMENT SHALL BE FINISHED i�.•r— I+00` \K/NS \[ [ Bg2' ♦ f I '-- ? o �6.2z { Yp .. /�/ )` •y/ LOT JOHN Gc� J®yt� c>r, WITH 5MALL BERM 50 A5 TO PREVENT WATER - ' m v ENTERING THE NEW ROAD FROM TUBMAN ROAD. \ In c o'- .— .— r� \ - _ — ✓ � .,� , _ _ \ P AREA a e Op 12 5F± SILLY N P O •�•" ' / / // 1 ' ��, t o �' LL 0� .'.0 .. � Unbuddable Open Space "r �. G+o, o .p .� op . t / /� yg \+FD ti/ 0 Y •` ,y! ;f'p TP3/4 j�j ®t irl C� GIVIL A8 I\\�'lDF �c .__•., t/[/' °�' // �'h ' o N i I-�� 't'� ` _� O \ ! P.7 R .467 ^' C 75 r LOW POINT EL-GI 0�,..4� •`` - I �.��' 7674 � S LOT G \ �►,\ / �i:;o— — „� '+ AREA= 10,075 5F7 •� \ TP/2 Unbuddable Open Space �`" \ h.• 'J`'n--.--.—.--.— ��'t � \\ I I LOt 1 \ 72 +I / PROPOSED a°DIA ® 35 \ I I AREA=3Q,702 5F± WD WATER MAINWITH •i \ I \ / 1 ONE(U HWRANT AT Revised I/25/17: Added to each SDS plan - Benchmark, Test holes, TURN AROUND N \ ' - Clearvn9 Street number, Electric utilities, Property Detail, existing contour labC15. 172.09' .. a-. ..-.i'� ........ 193.66' 122.94' _......';• BENCHMARK: Top ofPKNaI ,t•.w` '� - ""'° < /° LOT , , i ® , HABITAT FOR HUMANITY OF CAPE COD, INC. EL-66.7±(NnvDBB Datum N!V J / AREA=28,624 5F± -✓ — ~ ELPE P��2 // unbulldableOpen5pace '`\ / — , 41 1 MAIN STREET, SUITE G, YARMOUTHPORT, MA 02G75 i - PaJedD•oeway - say - _ \ MASTER SITE ROAD PROFILE PLAN PROPOSED CLEARING •'•• OF THE EXISTING ....... VEGETATION 50 A5 TO 904.12' \ IMPROVE 51TE 015TANCE O O CB (END) 53G RIVER ROAD, BARN5TABLE, MA ®^_ 7 - BEINCHMARK: I BEGIN To SUPER T°p°7PKNatl ' J.M. OTEILLY & ASSOCIATES INC. ELEVATE TIE PAVEMENT EL-67.8±(NAVDBS Datum TOWARDS THE LOW POINT 1 ' BEGIN TO 5UPER ELEVATE THE PAVEMENT TOWARD5THELOWPOINT ProfessionalEngineering & Land Surveying Services I PLAN o 4o ao 120 I , PROPOSED LOW POINT: SCALE i "=40' 1573 Main Street — Route 6A POP,ADIST SCALE 111=40' P.O. Box 1773 F EVATEDHE POINTTo PITCH TO TOWARD THE (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax SUPER ELEVATED.T E TO PITCH TOWARDS THE STONE SWALES.THE To SHALL NOT EXIST ALONG THE CENTERLINE OF THE PAVEMENT WITHIN DATE: SCALE: BY: CHECK: JOB NUMBER: I mis AREA G:W`AJobs\Habitat\8122 - 53G River Rd Barnstable\dwg\81 22.Con5truction Plan5.dwg 9/1411 G A5 Noted RFR JMO JMO-8 122 II , fII I I I I I I I I