HomeMy WebLinkAbout83-1518 - Sewage DisposalAmtinn : depta(in.):;
barium
"nee
calor '.
loafing
:state
04-20.1
N
t Al
laamsattd
IOYR d4'
30.1.-193
4.14
at
wart. and
IGYR 3/4
19.3-11.6
11.22
A]
lomm. and
10YR 3R
-
186-16.0
22-50
B2
b•m.nad
lOYR SA
1611-14.7
56.70
''CI
loam. "ad
1t1YR374
14.7 -I0.9
70 -t[4
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Idt bm
10.9-6.8
IU -163
-41
One mod 4
Feet
mat•)
Parent material:
Ice coal
deposit
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BEGINNING WORK THAT WILL REMAIN IN PLACE UNTD.THE
GROUND IS STABD.
ILIZE
us
ROOF
NTHE PLAN, INSTALLED INTORUNOFF SRALL BE CONnOLLED VIA
EPERVIOTHE US S
SBOO OIL J
J ,
.'r;:1AYER. 0tuS
3TRE¢AND BRUSH REMOVALSHAELBE MINI.MILEDAND DONE '.,. �•-�
b •r /. . O-NI.Y IN CONJUNCTION WITH APPROVED PLANS. �,•-- -� r0.•✓ . f p
4. EXCAVATED SOIL NOT STOCKPH.EDFOR USE EESEWHEREON i....��' OcpvFf t P�
711E SITE SHALL BE REMOVED FROM THE LOT. - i)
SITE ACCESS SNAIL BE VIA THE PROPOSED DRIVEWAY AND
I J 0 SHALL MAIN AS A CONSISI'ENT.ORGAMZEDAOM-
ED RY CONL`
STRCIIOV SHAII.IIERESTOREDTO
{a0' �.A STAB ETATED OR OTHERWISE
IA / LLP CONDITION } n/Avru<xf
' pepf6la Crsaadwder: awl awarantertd-
Perq led does: Deelstom ea sed CI lyre relffled One to depth.
Material Y dean, nad, mommed so.bl, imv aide. ( ' • I l' '` ' I yJp}1 t
.. ApMleame retinols flat additional pm and be performed Mille
apnard "stem ecr.06.6 d time of eendraaeioa. f pry / Z D / `` "_`• _ 1
e DE,2W0: OBSERVATION ROLE ae
7o1 Mx:Tebnar, 3, 3000: WOnes: Kilda Cwtwua, Yarmaatb HeaBb Dep1.
etevatien :. 0,0w (16,)
badsav
hobo 1
Mer -
weeding
atter
20.4-20.1
/4
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tonm,nnd
IOYR111
211-t9,t
4.14
B,
boa. toad
IWR SA
192-18.6
14.22
�A,
ham. and
t0YR311
-
11.6-16.0
22-30
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Mangold
ISYR SA
16.0-14.7
NI.70
CI
haw, and
IOYR SR
14.7-10.9
70-114
C]
Allam
10.9-6.8
114-162
C,
fine load
Pmeee enturtal•
in Cent<t
deposit
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[)!/NE ij /��� %� �% / •' ! b P2o Po56D ccN7bV2 NE D � PbsBc smSDRVG PdaEA
EXITING CONT0V;L- xxx I!W I! INO SPOT r-LWVAn,ON5
-w- WATER LINO TMST HOLO LOCAITON
r r' PROP05CG 760 C) &.Sejm
jzwFL P'!p'PFi2TY LINE
P2oft56D D157R3$VIIOI,i BOX - PROFCSfiO SR7T- Et.L VA7IO N
�• ..:��' ,/f r ,' _,-�",•,g ' _ 24 �, `\ ., >Y IL0 1-i SJ MO, Pt?5CD SAS ---U_ UNM"MOUNM LMLITy
PROPOSE I? DRYWELL
GENERAL NOTES
.•'-;•" .•", .f. � � c+.�k s.�rrF frfr '. Z3' �{7-
DeptbesGroundwater: awe oeauaxred r
lere.lese data: Legg 4"{)"depth; li^-9^h ]loin. 19see19^-6^it 4m1a. 40111 .1 / // / ' Sc•s ! . ' 1` [ n r
?z q,�.` 1. ELEVATIONSREFESTONGVDDATUM,ELEVATIONBEhCBAIARK
���
Pere Rare.MtAseS 163 �• :' j'� �� i / /t ,0 n,c r �i '' �f
f _ 1
/ _/- /� � � IS THE TOP OF THE CONCRETE PROPERTY BOUND AT TELE
PI
O f I /7
SOUTHEAST LOT CORNER.
2. ALL CONSTRUCTION MATERIAES SHALL CONFORM TO TILE
{ EZ / / r f • c '•, / Y J p I S y ¢ J j iZZ j/p�E C STATE SANITARY CODE TITLE 5 AND TOWN OF YARMOUTH
t �. t I HEALTH REGULATIONS.
--
' 3. 'ANY CHANGES TO THIS PLAN MUST BE APPROVED BY TELE
I f f - / 6- /, w G ` f I,\IS kv \ d( HEALTH DEPT.'
4.: INSTALLATION CONTRACTOR SHALL VERIFY SOIL PIPE EXIT
4_ �: _ +t z LOCATIONS
r,+ 5 O .N£hTS ASVD MA TVG CONNECTIO S.DATION PRIOR TO SETTING
COMPO
C (/ )f T FENC (f \ - a 4 % ,�o - ( �, X 1� } L ! • S. A S FF: PERIMETER EXCAVATION IS REQUIRED TO REMOVE
It - �' j!' P; �,.• j - <-r+ 2 3 o Z - '� n' {tx J - Z ^I UNSUITABLE SOIL AROUND THE S.A,S. TO A DEPTH OF 9.5 FT.TO
REMOVE THF. SURFACE SOILS AND THE C2 SOIL LAVER SHOWN
\ 4
1F ENCOUNTERED UPON INSPECT101Y.`
4: / . r ✓ / r r; ,"' r °s <7 ✓ ., eI fn n ✓c. f / p �- ! h t 6. INSTALLER SHALL CONTACT THE ENGINEER (508-8964861) FOR A
FY THE SOIL TEST #1.
fr \ v y , pny w 11 • ' ; " d 2 \ $OIL QUALITY INSPECTION OF THE PERIMETER EXCAVATION.
.
p u N C <" e.. / �_ CONTACT THE ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE
SO BACK
FILLCONDITIONS ENCOUNTERED DURING
CONSTRUCTION. EXCAVATION WITH CLEAN SOIL
V ! I '4 CONSTENT WITH TITLE S SPEC. FOR FILL CO TRUCT THE
/ I �v
/ f ✓ / �{, 70 \ / ( 5Ef C J l ,^C ! ; _ ` C S.A.S. IN THIS MATERIAL
r io INSTALLER SHALL CONTACT ENGINEER ALSO AT COMPLETION
\!l+ F�7G•r Cl__ OF CONSTRUCTION FOR SYSTEM CERTIFICATION."
F%�'; - 2^^- ' I e L_ KNOWN WELLS EXIST WITHIN 200 FT. OF THE PROPOSED
\ THOSE INDICATED.
9. PLANREFERENCE:REFERENCE:LCP# 40ER 75P. TOPOGRAPHIC DATA PROVIDED
t
�; eG _ 5 \ ,� /: ; ) r• - . Zo ; BY SCHOFIELD BROTIIERS OF NEW ENGLAND, INC.OF ORLEANS
P - G 2z i•;v JVR y I
A.\ D .
1 / fL"L< -�.._ - ;-_._ _ _ -- I FLA
r : l
A- 'xI sT/iv c'� `// Fn✓ D' /-. I Lu ----; -. - M, DESIGN DATA
IA „, / ; = � � REF/LLE r p / FRA'1LINGIIA
1 / t
-St�
�:�- ��- , r • ~ I - , :-�J- ,�% ;' ,,: � � � % "' St'STE111 DESIGNED FOR GARRAGF. DISPOSAL
HYDRAULIC LOADING -S BEDROOMS X 110GPDBR - 550 GPD
EI f e Z S• l` I f' ^ - < " - f" .. _) i I PRONTDE 20M GALLON SEPTIC TANK, IE -20, W/ TWO COMPARMENTS
/ ` r F' pI ( I / IIIRSTCOMPARTMENT=1100GALMIN.
.r A 7- SECOND COMPARTMENT = 550 GALMIN.
•,\ /. <r. E t \�/�`"\ / ,t.; ` _ ,,, ✓ j Y 7%" z+ 1. s ' ' ^ • -1 , -',- _ _'-- r - / wf , 1 ,'- 1 1• `1 SEE PLAY DETAIL FOR TANK COMPARTMENT DIMENSIONS
�- - f �. \ q \ , Y PERCOLATION RATE -LESS THAN S MPI o.49GPD
` A -� A/F r7 ,L' . ' !� I - LONG TERM HYDRAULIC LOAD RATE 0.74 GPD/S.P. It 1.4 =
\ - \ IAC j���n-'`1 _ SIDEWALLAREA 2(64e+12:8')(2)=307.2 S.F.
Lc -I < / �. �: BOTTOM AREA=64'112.8'*219.2 S.F.
/�r�'' °''•' ;r1 - /7.Y2 ; LOADING: 3072S.F +E192SF. 019 GALIS.FJDAY=5519GPD
r1 -1V 1,0211,• r _ i ? 2 TOTAL LEACHING CAPACITY = 551.9 GPD
RFSFRNT AREA NOTE: PROPOSED RESERVE AREA ALLOWANCE IS
WITHOUT AGARBAGE DISPOSALSIIOULDRESERVE AREA .BE
Ra rr ,v „ r
UTILIZED WITHOUT RECLAIMING THE PRIMARY S.A.S. AREA THE GARBAGE DISPOSAL MUST BE REMOVED FROM THE DWELLING.) -
f rn s vF ?r -- 512 S F.; SIDE AREA = 332 S.
.RESERVE CALCULATION: BOTTOM AREA
_
17` i� s �'' -= TOTAL RESERVE CAPACITY (512 S.F. + 332 S.F.) 0.74 GPD/S.F. = 624.6GPD
PLAN SHOV4'iNG PROPOSED
SE Tyr I G SVST E M p•2-0FI LE �.`
---- SUBSURFACE SENVAGE DISPOSAL SYSTEM
- £•e�7MANHoL6 %NIT4.4 CGNCIZETE FORA _
I,AAw-�LL'•56 COVE RS MIN,01A,-2�l- I 3 COV1PR. {E Fnr�ME T3I:ZnLv--wT
g �U6L•.T up TO W1TF41N a' OP 2 L'qv F_I2 /F'_/�•"�' W1''r-LIN 6"4=F FI1115H ED G•�-DE PROPOSED SINGLE FAMILY DWELLING
5a r< / E �.J,iSI 484 s�aNE
P P ��t;lL•{efl c��.nt= F/.v/svFo c.,`Fof = z/• s r� z�.:: AT
51 SMITHS POINT ROAD, WEST YARMOUTIll TsIA
12GLER.N `,
"'MAIL.MN E3n�.v.�1>tea,, ASSESSORS' MAP 5; PARCEL 7
y l z c .iry. 0 V PREPARED FOR
D?7 /9. O� •- bit/TS
Y_ , xag o n a r � o n co ED E! c o n o � ❑ .� KEITH TOX
NV.•/%75Bart'tE _ e - �. T , a• e L�t]OC!omC'C MM C7QCCICCC'QOIIf� : ` •a
,rlv�/J z- f - . • '• 105 SUFFOLK ROAD
GAS I o�i�_•- If ,.: QOCIC3�QGO[CO QC1IIfC�.L4CC?QC1Q
Cl aCCa t�QC1� C1 C C[0 C:�CZC'L-1C�C11�Q '�z - 2' ;• M �VELLESI.EY,MA02481
f:<a..r N :•!" ,t //CR (ftl t,., ,.. -I t�>rIll MMrr--
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Y JUNE 1 000 SCALE 0
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L3eww T?NK - , _, . • S?•lVGR:' P,LI:VATCNS w/1.sF..IE� SrD9,ir_ �,c,-I-E PREPARED BY
.� � • • ' a a ,� �7- O ALL OUTLETS 't7 I _- �' _-. ` CAPE COD ENGINEERING, INC
�`.�� •<. .• . .•.v a, r . r6 • r .a a .• Lg.. - BG TUNE SAMI:OR Sg.. EL�EV. c {S.O
worm: v { ' a • ' 64,
N ti w. -R ROBERT M. PERRY, PE
ALL ?IPt 7p l5 .Z. G<'/'Y7/�<�/2T/%IFNT OUTLET
i�Fr>L LEAGI-I Sysr(=n( cRs-�ecTlor.' / SOLELANDROAD
4'cpP.V.C.TIGHT -FerIC -I-�N:C -N scAic- -- S/as. lac• BRELVSTER,hIA 02631
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