HomeMy WebLinkAbout11 Eddy Street Site & Sewage DisposalGENERAL NOTES: SOIL TEST LOG5: YARMOUTH,
MA
TEST HOLE 1: EL=2G.I_t SYSTEM DE51GN CALCULATIONS:
A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM
' SEWAGE: DESIGN FEC: N:
UNLE55 H-20 COMPONENT5 ARE USED.
4 SiJKiiiiM UWL(11NG �i: i 10 GPD - 440 GPD Main Street
B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN LEACHING- CAPACITY REQUIRED: 28
LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING 4 BED M5 thl -) R I 10 GPD = 440 GPD REQUIRED
C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL - SEPTIC TANK CAPACITY REQUIRED:
UNDERGROUND AND OVERHEAD UTIL7TIFS PRIOR TO COMMMENCEMENT OF WORM DAILY FLOW = 440 GPD @ 200 = 880 GAL. REQUIRED 9- CONSTRUCTION" NOTES: TEST HOLE 2- EL=25.2- SEPTIC TANKCAPACTIYPFOVIDED: RO la Rd Q
1 GALLON SEPTIC TANK (MIN ALLOWED) _
LEACHING CAPACITY .PROVIDED: x
5ry.q CONFORM THE STATE ENVIRONMENTAL CODE ON (1) 33.5'X. 12.53'X 2.0' LEACHING CHAMBER CAN LEACH: .Eddy St. m r
1:) ALL CONSTRUCTION SHALL CON O O
Vt=[(33.5 X. 12.83) + (33.5 X 2.0)2 + (1 2.83 X 2.0)21 X 0.74 GPD6F=455.1 O GPD
TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH
455 GPD>440 GPD REQUIRED
2.) SEPTIC TANK(5), GREASE TRAP(5L DOSING CHAMBER(5) AND D15TROULION NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN. -
5OX(E5) SHALL BE SET ON A LEVEL STABLE BASE WHICH HA5 BEEN MECHANICALLY -INSTALL:'
COMPACTED. OR ON A.6 INCH CRUSHED STONE BASE. ONE (1) 1500 GALLON SEPTIC TANK
-93 AND SHALL HAVE DATE -OF TESTING:. 212411 G - - - - ONE (I) - 3 OUTLET D15MBUTION BOX (H-20 Rated) M Cleveland way
AJ SEPTIC TANK(5) 2) SHALL MEET ASTM STANDARD I 1 I U A _ � THREE (3) - 500 GALLON LEACH .CHAMBER5 W(TH 4' OF NATIVE STONE ALL. AROUND,
AT LEAST THREE 20'. DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- PERCOLATION RATE: LE55 THAN 2 MIN/tNCH 1N "C 1" LAYERS. -
TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48'. WITNESSED BY: :KEITH. FERNANDE5, PE; J.M- O'REILLY 4 A550CIATE5, INC v
PHILIP. RENAUD, AGENT, YARMOUTH HEALTH DEPARTMFNi 6� NOT TO SCALE
4-) SCHEDULE 40 PVC INLET AND OUT, TEES 511ALL EXTEND A MINIMUM Of G NO WATER ENCOUNTERED - -
ABOVE THE FLOW UNE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE USE A LOADING RATE OF 0.74 GPD/5P FOR SIZING OF SOIL ABSORPTION SYSTEM. - - cfl PIAN BOOK 98 PAGE 143
CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT -MANHOLE. - 0�
5J RAISE COVERS OF THE SEPtTC TR)NK AND DISTPJBUIION BOX WTTH PRECAST DEED BOOK 24040 PAGE 1 82
'.CONCRETE WATER TIGHT RJ5EK5.OVFR INLET AND OUTLET TEES TO WITHIN G' OF O ASSESSORS'' MAP 37 PARCEL 6
FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT.
6.) PIPING SHALT CONSIST OF 4" 5CY,EDULE 40 PVC OR
EQUIVALENT. PIPE SHALL C8 (END) `\ ' 26
BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 1%.
: LEGEND
7.) DISTRIBUTION LINES FOR 501L A65OPFTION SYSTEM (.A5 REQUIRED) SHALL BE - +! �' 26 EXISTING CONTOUR
4' DIAMETER SCHEDULE 40 PVC [AID AT 0.005 fwT. LINE SHALL BE CAPPED1 \ \ _ - 26 PROPOSED CONTOUR
AT END OR A5 NOTED. . 272 x 256 \ zsa 1 x2G.34 EXISTING SPOT GRADE
8.) OUTLETPIPE5 FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST.' to 25,5 \ 26x5. PROPOSED SPOT GRADE
2' BEFOREPITCHINGTO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION co (END) - ..., , ? '�._ CB (END)*
Box To A55DPE EVEN �1srR1BUTION. �� \ -w- WATER SERVICE LINE
9.) DI5TRIBLrnorq BOX 5HALL HAVE.A MINIMUM SUMP OF G" MEASURED BELOW t1` -0 OVERHEAD UTILITY SERVICE -
THE OUTLET INVERT �- \ Q , \ ,
�J }� -u= [1NDERGRCUNDUTILITY SERVICE
10.) BASE AGGREGATE FOP. THE LEACHING FACILITY SHALL CONSIST OF 3!4' TO x T - S-�S, GG GAS SERVICE LINE
-1-112" DOUBLE WASHED NATLVE.STONE T#E OF FROM, FlNES AND DUST AND SHALL "25.9 - I')'ay ` i� °" �K f TEST .HOLE /. BORING LOCATION
BE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE 12.2'; x26,2 ? \ /- x \ w " e ®: .SEPTIC TANK
:SOIL ABSORPTION SYSTEM. BA5E AGGREGATE SHALL BE COVERED WITH A 2' -
LAYER OF 1/8' TO 1/2' DOUBLE WASHED NATIVE STONE FREE OF IRON, FINE5 AND DUST. Vf4 3 G x 25.0 �6 DB DISTRIBUTION BOX
11) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINESEXCEED50 FEET; - / _ UP A2 124.4 SAS SOIL ABSORPTION SYSTEM
WHEN LOCATED EITHER W WHOLE OR IN PART UNDER DRIVEWAYS, .PARKING AREAS; - 26 \ / j't 31II777 ' y - CB (FND)(OUT 1.5) Re`5e^'e RESERVED FOR FUTURE
TURNING AREAS OR OTHER LMPERVIDU5 MATERIAL; OR WHEN PRESSURE DOSED J �-v v'` `IIS UTILITY POLE '
12.) SOIL ABSORPTION SYSTEM SMALL BE COVI=RFD WITH A MINIML InA QE 9' OF x .e / _S • BENCHMARK:
IB CATCH BASIN
CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). a O: f Top of Concrete Bm;nd
-:'13.) FINISH GRADE _SHALL BE A MAXIMUM OF 36" OVER THE TOP Of ALL SYSTEM / r .�O l EL=26.2± (1998 NAVD) FIRE HYDRANT
COMPONENTS. INCLUDING. THE SEPTIC TANK; D15TFJBIJTION BOX. D05ING CHAMBER - CO 262 x n°j "� ' x 2 /. Q 0 WELL
.AND 501L AB50RPTION 5Y5TFU.4. SEPTIC TANKS SHAH HAVE A MINIMUM COVER Cd 2j -C3 26 O - - ..DRAINAGE MANHOLE.
% \ +�
OF 9" OF IL I N TEM NTIL'. i 26.4 _ PROPOSED ® (CB) CONCRETE BOUND, FOUND
_ Q� - x25.9 UNDEP.GROU!ND UTILrrY (SB) STONE BOUND, POUND
14) FROM THE DATE OF INSTALLATIONO 50 A850RPi O 5Y5 U _. c, - G ,�-. -
RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE 501L A550RP- ' - ::q0 *3 e 2 ... 26.n
:.: TION SYSTEM SHALL :BESTAKED :AND RAGGED TO PREVENT THE USE OF SUCH 39-g.,,, ,x 26.0 - _ _OBEpp�[ _ ... _ 1 z- TOP Of BANK
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE 5Y5TFM, O i 2> T(� �NCIA✓G'T f - :- LIMIT OF WORK
'.15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION 26 c _ Ft�� O _... `%0.2,1: PENCE
BY AN AGENT OF. THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- fJ EDGE OF CLEARING -
QUIRS A VARIANCE) AND MAY REQUIRE SUCH:PER50N TO CERTIFY IN WRITING r _ - TOEX1BE
Fence
THAT ALL WORK HAS BEEN COMPLETED INACCORDANCEWITH THE TERM5 OF THE x 25.T �q - � O f \ 2 S p � TO BE REMOVED _
PERMIT AND APPROVED PLANS, 48 HOURS ADVANCE NOTICE 15 REQUESTED. � CK-
6.) HOUSE AND DRIVEWAY LOCATION AND ASSOCIATED GRADING SHALL BE 2s.6 �� x zsa �t
REVIEWED AND APPROVED BY CONTRACTOR OR OWNER, PRIOR TO STARTING THE j} , 8 `
PROJECT. -
/24' LOT A x 2510
Area= 18,154 5F
ONE (1) COVER BUILT UP - 41
F, A
TO WLIHIN 6" OF FINISH GRADE h 4.9 x 24.5 ,-_. a �9 n. F 4
,OffI . y" 1 OF IW
p�,)ti Ur ;IVA q {
z x 245 V.G `Sq14 c> 5-
;:
S.A.S. DETAIL '23-0 Amar Y�' JQLIN U,r . s oTI L G�
SCALE: I" = 10' -ocF i d ci O'REiAn LLV
awe"� °? NO.36'33 a NO 35700.
FLOW PROFILE: x 2;.1-
PLAN
NOT TO SCALE SCALE 1"=30' - --
FOUR (4) COVERS TOTAL
21•DIA,METERCONCRETE covEr�`; � Yarmouth Health Department '
RA15ED TO M1THIN G" OF FINISH -
TOP OF FOUNDATION ' GRADE (OR A5 NOTED} - APP V ED
EL=28.OY-
(SEE NOTE 05) %] P,EVI5ED 3-25-201 C: SHIFTED SEPTIC TANK TO PROVIDE 10 FOOT
P oposed EL- 26.0± Proposed EL -25.5± wrxd EL=25.0± me Date SETBACK TO BULKHEAD ADJUSTED ELEV ACCORDINGLY
it
DAVENPORT BUILDING COMPANY
'{
24.77LTEE ON - (9' Min - 3G' Max) -
' INLET PIPE 22.5±
L.' wSPecrloN NOTE: 20 NORTH MAIN STREET, 5:YARNIOUTH, MA 02GG4
2"LAYER OF IrR•_ 1,w c;A'n'E SLv1F
PRJORTO FINAL INSPECTION DYTHE ENGINEER, SYSTEM SITE SEWAGE DISP05AL SYSTEM DE51GN
24.(X0 23.50 ID" - 14' :23.25 .. j in -' 374' f -112' NA.TLs STC7`_ NEED5 TO BE COMPLETE (NCLUDING BUILDUP FOR VERS
- 21..78 r, ,- CO
3° T 22:1 22.00 ji , / N / '. J ! A EDDY STREET, YARMOUTH, MA
4'O°
2 DPDP J"M..OTEILLY & ASSOCIATES, INC.
Gk5 BAFFLE - 19.5
USE THREE (3) SHOREY PRECAST
I 1.._1I__.11_-__, 7 500 GALLON LEACH CHAMBERS 5.4'- ProfessionRl Engineering & Land Surveying Services
k ILon6ye Pwn ( WITH 4' OF NATIVE 5TQf2E AROUND O 30 GO f9O
17' 1500 GALLON 12 D� 3 23' (END VIEW) 1573 Main Street - Route 6A
EL=14.3± ?070'.1 OE TFT PTT t 1 P.O. Boa 1773
SEPTIC TANK D -BOX LEACHING CHAMBER SCALE "=30' (506)606-6601 office Brewster. MA 02631 (606)806-6602 Fax
33.51 x 12.83' x 2.0 -
DATE. SCALE: BY: CHECK: .108 tJUMBER:.
G:VWob5VheDavenportCompanies\8124.11 Eddy5treet\DWG49124.55D5 REV 3-25-2016dwj 3/14/1 G. A5 NOte6l PER JMO JMO-8124
DEPTH FROM SOIL SOIL SOIL SOIL OTHER
SURFACE HOR12dN TEXTURE COLOR MOTTLING
(INCHES) (usDn> {MDiasELL)
-0-12 A / Loa Sand 1 '4 NONE
1.2-30 B Loa ' Sand 101R5/8 NONE -
30-142 ( C7 Medwm-Coarse Sand -I O G NONE - PERC 59'
DEPTH FROM SOIL SOIL SOIL - SOIL : OTHER
SURFACE HORIZON TDCTIJRE COLOR MOTTLING
(INCHES? NSDA) {MUNSELU
'.O$ A Loamy Sand 1 Ol'R3/4 NONE
'. 8-29 B. Loa Sand 10YR58 NONE :.
29-125,
ZONING TABLE
�a
P-25 ZONE
FRONT YARD SETBACK
30 FEET
SIDE YARD SETBACK
15 FEET
REAR YARD SETBACK
20 FELT
BUILDING COVERAGE
-25`R,
BUILDING HEIGHT
35 FEET
PROPOSED BUILDING COVERAGE:
<CI
Medmm-Coarse Sand
IOYR 6
NONE
10T AREA
1,31G.SF+ X LOO 7.2� <25"A, OK
$ 154 SF+
ZONING TABLE
�a
P-25 ZONE
FRONT YARD SETBACK
30 FEET
SIDE YARD SETBACK
15 FEET
REAR YARD SETBACK
20 FELT
BUILDING COVERAGE
-25`R,
BUILDING HEIGHT
35 FEET
PROPOSED BUILDING COVERAGE:
HOUSE, DECK, � BULKHEAD AREAS
xis
10T AREA
1,31G.SF+ X LOO 7.2� <25"A, OK
$ 154 SF+
PROROSED BUILDING HEIGHT CALCULATIONS
_
AVERAGE NATURAL GRADE @ STREET = (2S. I + 25.9)!
2 = 26 O
MAXIMUM ALLOWABLE BUILDING ELEVATION: 2G.0 + 35 G! .O
Yf:OPOSED TOP OF FQUNV�TiON: EL=Z✓7.V± � -
�JAXIF.L`JP.L EURDftJG HEIGHT: G I.O - 28.0 = 33.0
REFER TO AR FOR BUILDING HEIGHT
�a
�a
5