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HomeMy WebLinkAbout7 Virginia F6i 1 n1\IVIVVIII FLOW PROFILE: MA NOT TO SCALE 24 DIAMETER CONCRETE COVERS ELEVATIONS CRITICAL RAISED TO WITHIN 6 OF FINISH : ` LOCUS TOP of FOUNDATION TO MEET I c/o ` RoutE 28. GRADE (OR AS NOTED) + EL= 19 0± (5EE NOTE 05) ' r w, Proposed EL -18.3 (MIN) Pro osed EL= 18.-'3 (MIN Proposed EL- 19 0-A p,�caSN U n 00 l .9 Min - 36 Max) CP' F :. z . - ( 1 <2 y 1I g 17 0 ,.. -. , . LAYER YEf.oF 1/8 1/2 NATIV-E STONE 3/4PLANI I/2 NATIVE SrONE In1 O N : I II SCALE I 20' I GA5 AT -. � ' NO TO w _ E T .SCALE g 1 1l 9 0 -2 I ._ U F THREE 3) SHOPEY PRECAST PROPOSED Approximate Location of Water MaIn 50 GALLON LEACH CHAMBERS NSTONE AROUND 2 NT �xten_Ion.To Drew,e.Way - +_Q- __- .._ LEGE N DVE3.0_ (SEC5ASDETAIL).INFILTRgTORIM-1530 EXISTING CONTOUR, U RLOT #S 5 0CALLON DB 3 (END VIEW) EI. 9.07 ESTIMATED 5EASONALH,CN ER 32PROPOSED CONTOUR R- C TANKLEACHING _ BOX LEACHING`CIAMB� ER Bsc PLANS DATED12112114Area 15 483 SF+ 5EPTI3.7_xIz.3A EXISTING POT GRADE 20 EL -5.3'± GROUNDWATER IN TEST PIT #I, ID/8 14 24x5 PROPOSED SPOT GRA D E30.0 x 9.83 x3.O i , I , ... O o w w TER SERVICE N ( x. 0 SOIL TEST LOGS. _ . .., OVERHEAD D UTILITYSERVICE .. 1, , .... ,?O , ...,- . ...... ,. ..,., t _. ,..... �•. TEST .HOLE I : EL 14 3_ UNDERGROUND U TILIY SERVICE; GALLeRY #I ( �w DB 4 H z SToP.MT EC -740 u tl... � ) Q .. , LEACHINr CHAMBERS RS INS IDE CRUSHED STONE BED n, r ;TOP CHAMB_R5=13.9± '. m INV *.. . CHAMBERS I 2 s T i G a€ R � a TOP Or ETON_ 14.4_ Al.2 z 7 DEPTH FROM 501L SURFACE _: HORIZON (INCHES)`. 501L TEXTURE (USDA) SOIL COLOR (MUNSELU SUILH OT ER MOTTLING O_G CIA San an I 0rP312 NONE -27 L am I YRSONF ,. ERC 27-1 14 C Colr-e 5inJ I QYP41G NONE P (1a Ball GAS SERV ICE LINE5YSTEM DESIGN CALCU ATIOVS TESTHOLE /BORIN G LOCATION ` ' SENA E DESIGN PLow� S7 SEPTIC TAN Jr, ' - s N_Lur r7a I T�' 10 GPD= 330 -GPD D6 DISTP,IBUTION BOX LEACHING CA,FACI7Y REQUIRED: : SAS SOIL AB50RP I T ON SYSTEM ,.., c C."A•:a I CST_-YD.=330 P P F_ T GPD .EQUIR_ BTM STONE=10.9± D Reserve RESERVED FOR FUTURE :SEPTI TANK - .: C NK CAPACITI' RE \ S ZO,c2 ZO DMH#? TEST HOLE 2: EL= 17.0± D L = (or D @QUIRED.=:660 GAL.'REQUIRED `� UTILITY POLE I \� 4 g = .DMH „• 3 1 - �• R M EL 1 7.2_ I I O .. INVERT EL i _ I 30 NOT REQU RED" � QurLEr EL I2. _ m 9 7.5 f r I : RIM _L F = 1 6.7_+: T _ \ O INVERT EI i 33 DEPTH FROM SURFACE (INCHE5) : SOIL 501L HORIZON Tn(rURE (USDA) 501L COLOR : (MUN5ELL) 501L 01NER MOTTLING ' - -12 A Sand Loam R 2 UN I - Loamy 5ard I CYP,4/G NONE --2G- 122 1 C Cqaryc BandR / NONE H A SEPTIC TAN ® CATCH BASIN K CAPACITY PROVIDED: I S FIRE HYDRANT ) LI. V IC I LLOWED) > LEACHING CAPACITY PROVIDED: ® WELL ONE ( 0.,�'� Tf"ACHIN , CHAMBER CAN LEACH. ® DRAINAGE MANHOLE vt [(30.0 X .. ,a .+ (30:0 X 2.01 + (9.83 X 2.0)21 X 0,74 GPD/SF=336.1 GPD 336G GPD>330 GPD REouI R_ D P ■ CONCRETE BOUND, FOUND NOTE: A ARB P GARBAGE DISPOSAL TOP OF LIS NOT PERMITTED BANK ED WITH THIS DESIGN - :. � r INSTALL. G LIMIT OF WORK 4 l,.x2�.+„.3..,..,i..y , ...,, + -,,.�,,.a,..-.,' .„,_,.. ,,t,...., .,.;...,. ..v , ,,,., .^.,,,._,.•,„W,x:,,. , ..- � % --4fd r. , - - I .Z J- 1 500 GA L LOPSEPTIC TANr, -_. �....��•../.. NC E/9x2 DATE OFTESTING! I0/8/14 ONE (1)3 OUTLET DISTRIBUTION (N20 Ratd) A PERCOLATION RATE LF5S THAN 2 MIN/INCH IN „G, LAYERS, THREE {3) 500 GALLON LEACH CHAMBERS (H 20 RATED) WITH STONE AROUNDD (�EE 5A5 DC7All).uWITNESSED BY. KIFoAJ . FFALY, PL5, BSC GROUP EDGE O F CLEARING A. VON HONE, AGENT, YARMOUTH HEALTH DEPARTMENT lk ROUNDWATER 085E,VED T 108 IN THOLE kIEL=5.3+ r _ b d III • ,:,.....,.. ,..:,.t';.. ..; �. .�,�t ,... _7. , .�,,_.:..,,,,„._.....-,.,.. .,.,... <_„ .,,,..�..__. , ....,.;<,; ..: � '�I ' "' , ,.,,.,,._,...,-.:,.. .::. . ..d- .. _;C.n .: .. ..s.- . L ..�� 4 \ - - - S USE A LOADING R AT E OF 0.74 P DSF FCR SIZING OF501__h S ORPT ON SYSTEM. YSTEM. NOTE: INFORMATION ABOVE TAKEN FROM PLANS BY 35C ROUP DATED I2/12/14 RANEL NOTES. SHALLOW DEPRESSION STRIP TOPSOIL k 5BSOIL .. A.) NEITHER DRIVEWAYS YSNORPARKIN G AREAS ARE ALLOWED OVER SEPTIC SYSTEM S INSTALL MIRAFI 140N FILTER UNLESS H-20 COMPONENTS APE USED.: ; t�=_ ,� •{ ,: ', ,: : • _... - , 5 i . .FABRIC AND FILL W/RIP RAP TO _.. ,. ^� 7 1 F DESIGNER WILL NOT BE RESPONSIBLE x-,�,..... +, .-^•.e-=.• ... ,. - , � -ELEVATION SHOWN ': - N5 BLE FORTIIE SYSTEM AS DESIGNED UN- - 1 �; I KJ �'F 5 5 O N F F L_55 CONSTRUCTED A N SAS D ETAI L• S 5 OWfJ. ANY CHANGES SHALL BE APPROVED W N WRITING. LOT #4 fdd c a , I f I C. CONTRA ) CONTRACTOR SHALL BE 7 RESPONSIBLE T T ., •:.... .�^: - \` / � � NG HE LOCATION OF ALL .:. , 11 Area -.1 3,302 SF_ SCALE I I 0 UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. E ,... LIN g / S JE :-.I .. --,,,,,.,. , - PROP05EDSOIL. F / ,. :.. .. , , : _ ,. ,...qx2 Ja, > ,,,... .:' ..�, REMOVAL / : ,..c. ; , , / , / f , / / _ CONSTRUCTION (SEE NOTE # 16 � NOTES. ti ,r F d , , o a 2 5, ;:,- , •,: �^� : •� ' 1.) AL1. CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL ODE : ,o >�/ , .,Jr>. c �• . � TITLE 5, AND REQUIREMENTS Of THE LOCAL BOARD OF HEALTH.. - u) ,: . .,,,> `€ , . `.;,. ' , ,.., 2.) SEPTIC TAN K(S), GREASE TRAP(5), 0 51N A 1: . • "' 'i (.. .9-.'./�0_ Z � ,"•�°r.: lw.. - 4 :- ;7': ,.:> ;.3s ::. .. ..... . ... ,' O, O G GH MBER(,5) AND DI57RIBUTION ' ,,.. OT #J \ . O „''"'': C, , - - - - 9.83 83 .1 ..:.. -... ,- BOX(ES) SHALL BE SET ON A LEVEL STA :,. , SAS , L : ./d. / ,. 4L0 I/ ,.4 \ _: �. �� F BLE BASE WHICH HAS BEEN MECHANICALLY �' + d \ _, 2 _ _ \ 1.5x5 _� C - .,HA'v.�_4 COMPACTED, OR ON A 6 INCH CRUSHED STONE ��,.,,���- _ BASE,. Area / SF_ / : .. © y - \ 3' y;`s 'k. 2.5 _ STONE 3.) SEPTIC TANK(5) SHALL MEET A5TM STANDARD C I 1 27.93 AND 5Ii' HAVE W V HLL AT LEAST THREE 20" DIAMETER MANN / W r OLES. THE MINIMUM DEPTH FROM THE BOT- TOM OF THE SEPTIC TANK TO THE FLOW I L NE SHALL BE 48". 4.) SCHEDULE 40 PVC INLET I .. ,.. I .. .,. .__ ,% ; - ,' ; ; ,. ,. ; � ...• MINIMJM OF 6 AND OUTLET SHALL EXTEND A 4y ABOVE T :«-• ;• t ,: - a d J1// ,. ,,, ;:0 f • „ HE FLOW LINE OF THE 5EPTIC TANK AND SHALL BE INSTALLED ON TH .- >.:'.._1=I'Jx.:'�:., , , ' I I 57 `' .- .._ O ,, -. CENTERLINE OF T. E - ,, •;; it / ..,:.'�' 0 E TANK DIRECTLY UNDER THE CLEANOUT MANHOLE: ". a .r,) RAISE COVERS F T 5 a . OF SEPTIC TANK AND DISTRIBUTION ON BOX WITH PRECAST . ,,,„..,,,. >_::� � I p .. � . ; ,,,. •�..._:_ � - CONCRETE WATER TIGHT RISERS OVER INLET AND N 2 OUTLET TEES TO WITHIN 6 OF DB w O 2.25 FINISH GRADE, OR AS APPROVED BY d r, y• d - .. _I- - 1/2.25 VED B HE LOCAL BOARD OF HEALTHAG�NT, , ,..E , 1 x: ,,;, w _ \ 1 _.,.:: 6.) PIPING 5HALL " j� O ,. CONSIST OF 4 SCHEDULE 40PVC OR EQUIVALENT, PIPE SHALL ' �" ,e>'.';: ,�. off. \�.. I I ^ I 30' BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN i%; `\ Q QYf .:. 5 S.�f,." :v, f, 1'� \ �«,+f,J 'i \ I 1 ` V• .. �' 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM ( U AS REQUIRED) BE I -,, , �. / • ' -- -- --- --' . Bx7?.,, 4 DIAMETER SCHEDULE. 40 PVC LAID AT 0.005 FT/FT, LINE SHALL BE CAPPED AT END OR AS NOTE(). / ---•? POSE11 8J OUTLET PIPES FROM 015TRIBUTION BOX SMALL REMAIN LEVEL FOR AT LEAST -PROD 1 HP= 9x2 ''`' ' j - - - - ' 2BEFORE PITCHING TO 501E DENT ` d ABSORPTION SYSTEM, WATER TEST DISTRIBUTION BOX TO A55UFF EVEN DISTRIBUTION. 9.) DISTRIBUTION BOX SHALL HAVE MINIMUM SUMP OF G' MEASURED BELOW THE OUTLET INVERT :d �` ,. V - - r �" ,i '4 ± : _ 10.) BASE AGGREGATE FOR THE. LEACHING FACILITY SMALL CON515T Off 3/4 70 - 17 1-112" DOUBLE WASTED NATIVE 5TONE FREE OF IRON; FINES AND DUST AND SHALL d , > <�. .. / :. �.r BE 1N5'ALLED BE THIP CROWN 0FTHE DI5TRI ///,.i•--'''''' ;.. _ ' �d � ,-_ `L. _ ':. , •. _ ,x •`. _ BU710N LINE TO THE BOTTOM OF.THE ' LOT #2 / y: :. o c _ .. N , 1 ' \� 501L ABSORPTION SYSTEM, BASE AGGREGATE SMALL BECOVERED �... ., r. ! 8x2 : a :.. 1-4 ` _ - 61 ... `O ,/ `. ✓ , WITHA2- LAYER OF I/8" TO 172" DOUBLE WASHED NATIVE STONE FREE Or IRON. FINES AND DUST, Area=8,472 SF± n \ . -> - 0 �•', I 1 1.) VENT 501L ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED F • - y I WHEN E D 50 EES, xleG.r 1 •;; �.. } �• -EE-A. . N LOCATED EITHER IN WHOLE OR IN PART UNDER pRIVEWAYS PARKIN \?` G AREAS, TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED: 1 1 j - 12.)SOIL AB50RPTIOnJ SYSTEM 5HALL BE COVERED WITH A MINIMUM O d / EXISTING FOUNDATIONS: - - _ M F9 pF I a I PROP p 1 x tee, I � p D \' \I i o 1+ 1 CLEAN MEDIUM BAND (EXCLUDING TOPSOIL): `'... , -% - r 13.) FINISH GRADE SHALT_ BEA AX O!1hf atfGi ;; ,y• , 4>( _, V •,T _ A.) THE EXISTING FOUNDATIONS AND THEIR TOP OF FOUNDATION ELEVATION, MAXIMUM OF 36 OVER THE TOP OF ALL SYSTEM ! I. 4,;,. �', _f r!; h ' yr COMPONEPJIS, INCLUDING THE SE:PTICTANK DISTRIBUTI F ON BOX. CHAMBER _ SHOVvN ON THE PLAN VIEW, REPRESENT AS-BJIL7 CONDITIONS. AND 501E ABSORPTION '' L.f 0 -- ',� / •' -- LOT #G - ION SYSTEM:: SEPTIC TANKS SHALL HAVE A MINIMUM COVER. - - s OF 91. Area= 12,349 5F -* 14.) FROM THE DATE OF INSTALLATION OF THE SOItA850RPTION F SYSTEM UNTIL RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL AB50RP 1 £ \ TION -S T- P D , � ^ r ! Bx2 a. YS FM SHALL B_ STAKED AND FLAGGED TO PREVENT THE USE OF SUCH AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE F rFp l 18x2 PR POSED � �'� � � I � �`, f- � s I 'VENT 0 \ I N O GE THE SYSTEM.. - _ _ 15.) THE BOARD OF HEALTH. 5HAI-L REQUIRE INSP INSPECTION OF ALLC N T cD 0 5 R T r UC ION W w W . _- � - � _ _ BY AN AGENT OF THE BOARD OF HEALTH OR THE DESIGNER IFTH W ( i5 SYSTEM P,E- 'I - QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING 4 CQ0 65 WW� L, ` - - _ - THAT ALL WORK HAS BEEN COMPLETED. IN ACCORDANCE WITH THE TERMS OF THE I_ PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. 00 Yarmouth Health 16.) SOIL REMOVAL: ALL TOPSOIL AND SUBSOIL SHALL BE REMOVED FOR \ _ N 4 ,. 'o Department A D151ANCE OF 5' FROM THE 501L AB5ORPTION SYSTEM DOWN TO THE CLEAN Lo �y I ° u j I PP I SAND LAYER, LAYER C I (5EE SOIL LOGS FOR DETAILS), AREA TO BE BACKFILLED oVi.lJ WITH CLEAN SAND AND COMPACTED TO MINIMIZE SETTLING. ex2 \ o (C% d , ame Date LEACHING GALLERY #2 [12)5C-740CHAM6,5P.SINSIDE _ : �i .PAG �. G t -. Far LOT #G 7 �: i _ p.T �,I �,, t;.`� ,•') i. � p .,• :; 'u } f 1 -P ;I, -'' CRUSHED STONEBED o n� ,• ,.:::•: ,, t ." .,. - ., 1 ._ _... ' . .. TOP -CHAMBERS =:13. ! ± INV. CHAMBERS= 12.0± p.OF €1�. �• N OF €[q x• r o, , _ `t ss s LZ cs , BTM UHAMBERS= 10. + - - � •4 F, ,�� flabltat for humanit of Ca .>•:.,,...., � � �, �. `, 1 1 >, -- I �` roP5ron1E=13.6- a � KEISH E. � °ti e Cod Inc. lex2 hssy _Ct,. o N. ecS JOHN G♦ i ['. e.. BTM SrorJE 41I MAIN 5T. 5UITE 6 YA M R OUTHPORT, MA 02675: O'REILLY -moi s 0.46733 SITE $SEWAGE DISPOSAL SYSTEM DE51GN LOT # I 9Inla Street Lot #6 ='Vlr - -- ---. - Yarmouth M - 1 BUFFERS J .;. � A x r area=8,0045F± ) 20, 01 GB#3 k, J.M. 0 REILLY &ASSOCIATES, INC. • .. . , � � RIMEL = 14.8± 't pp - j 5T I\EET Professional Engineeringk Land Surveying S RVA EL -I5.0±. : RIM F__ VIRGINIA o Zo 40 60 y! g ervicee {� 4.2 ::.(PRIVATE x•40' WIDE) NOTE; EXISTING TOPOGRAPHY FROM BENCHMARK• v I".`J°?' Ell= 12,2± INV=r EL 2,3± _ PLANS BY BSC GROUP Top of PK NAIL OUT! E7 EL 1 2, 1 ± SCALE I'=20' 1573 Main Street -Route BA EL- 13:7± (1 958 NAVD) - - - P.O. Box 1773 (608)068-8001 Office ,' Brewster, MA 0299t (600)300-9802 Fax - DATE: 7AL Y: CK:G:VWJob5%Nabltaryg028 _ 5 g 7 Vlrg,n:a StWwglSewage Deposal 5ystem Plans (I2-14.15).dwg 1 2/2 1/1 5 ted CMO/ RFR KEF JMO-8028 i