HomeMy WebLinkAbout7 Virginia Street Site and Sewage Disposal System DesignrLUW t'KUrI LL:
NOT TO SCALE
24 DIAMETER CONCRETE COVERS ""
RA15ED TO WITHIN 6' OF FIN15K : 1 ROUTE 28
TOP OF FOUNDATION LOCUS
GRADE (OR AS NOTED)
EL- 19,0± (SEE NOTE 05)
'.; Proposed EL= 18.3 (MIN) Fro osed EL= 8 3. (PJIIN Pro ose/d ELm 15.0 (MIN) 'ppP�� ,O O
O
,, _ '1 I f. I I I"Proposed �10 A •� -
. i. 1 17 5+ , _ _ -:(9" Min - 36 Max)
.;M3, -
,:s....
,. sv 2 ORMEH5C740.`. S C
<Y
r
sr ,,
CHAMBERS 5 D_
CRUSHED 5 CNBED
TOP CHAMBER5 - 13.9 _
,. •�".a, ... ,
b
INV, C AMBERS 2.8_
R_
TOP N 4_
.....,. P . OF 5T0 E 14,
/
I
�TMCH MBER 14
DEPiH FROM
SURFACE-
(INCHE5)
501L
HORIZON
501E
TEXTURE -
(USDA)
SOIL.
- COLOR
(MLNSELL)
SOIL OTHER
MOTTLING
-1
A
n am
I P
NONE -
I 2-2G
g
Loamy 5mi
I OYR51G
NON
2.120
C
CoargId-f2and,R
6
KIQNIF PRC d4".
TE5T HOLE G LOCATION
TION
SYSTEM `DESIGN A CLLAT ONS:
A
C L
W:
SEWAGED
57 SEPTIC TANK -
SIGN FL --
R O
DB
_ DISTRIBUTION BOX
d D O D f_L� 1.tia� f 10 GPD _ - 220 GPD '�
c
LEACHING CAPACITY REQUIRED: : ✓A5 50LA850RPTION SYSTEM
73777M77=717=7171_1! 5) Reserve RE5ERVED FOR FUTURE
T
....... .r._-.2. ... .. .xi,.
SEPTC TANK CAPACITY REQUIRED:
� UTILIPOLE
B M
-.
5 ON 0.9
-::..
DAILY FLOW =. ;o =4 0 4 GAL, REO RED
UI
,o
.. Cb .. TESr HOLE 2. EL 17.7_
� CATCH BASIN
2 S
vl
DM11#2
h +
e
EL-
1 z_
f
#3.
g
f. PJM RL 7.
o
'.DMH a-
I. ""'--w. _
r
VERT E , 3.0±
�
NOT REQUIRED . i ..
.0 OUTLET: EL= 1 2.9±
r'
, 0 ` r
I '
PJM EL- 1 6.7_ + .. __ _, .. ..... .,. --
DEPT FROM
SURFACE
(INCHES)
5 OIL SOIL
110RIZpN TEXTURE
(USDA)
SOIL
: COLOR
(M'JN5ELL).
SOL
MOTTLING
OTHER
ER
A.. Sand am
I QY9312
N NE
- 18
B Loamy 5andNONE
1-120
C Coprge 53nd
I oYP4/G
-
NONE
RPTI CAPACITY
t7
5 C TANK C CI PROVIDED: V
O IDED:
FIRE HYDRANT
F
". I 6 _ I A N IN. LL01N_
P ?�i'�"id-� D
WELL...
LEACHING CAPACITY PROVIDED: - BI DRAINAGE MANHOLE
r
ONE, 6, )(�%A,37£�' L'[ACHIN� CHAMBER ,AN LEACH:
Vt=[(,36.0X7.63) + (36:0 X 2,0)2 + (7.83 X 2\0)21 X 0.74 GPD/SF-335.3 GPD ■ - CONCRETE.. BOUND, FOUND
P > -
338 G D .330 GPD REQUIRED _�_ "
q TOP OF BANK....
- RE5ERVE CAPP,CITY PROVIDED: :.. _.
d e LIMIT OF WORK
INVERT EL 3,3±-
',N . I _ MING r LD CAN LEACH.
_ FENCE.
,..... ... 45 0.. D/5 33 .5 GPD
_
DA
TE OF TESTING I 0 8/
4
338
GD 330GDR-EQU.
REQUIRED
EDGE O CLEARING
d PERCOLATION RATE, LE5STHAN 2 MIN/INCH IN ,C.LAYERS, NOTE: AGARA E DIS OSALISNOTPERMITTED WITHHIS DEhIGN.WITN_55EDBY. KIERANJ.HEALY, PLS,BSCGROUP
l
,. .�.h. ,....,, , . . .... . <.., .,..
A. HONE AGENT. HH LTH DEPARTMENT
INSTALL
.. ..... , u .. ..
o O L I NIL RA OR IM 1530 PLASTIC SEPTI TANK
NO NATER ENCOUNTERED ADJUSTED GROUNDWATER EL ...0 PER B✓C PLANS DATED 12/L2 I4
... ,. r... a[
..
i F ONE. i - 3 OI.TLET DIS: RIBUTIOPJ BOX H-20 P.atcd
USE A LOADING RATE F 0.74 GPD SF FOR S.ZING OF5 I ABSORPTION 5 T_M. O ( )
O / O L Y5
... ., ..... i GALLON LEA
TREE 3 500 LI CH M T
CHA H PATE I 5TONE R
BERS 20 D WITH ONE AROUND I GENE
� ,
O ) 5 O D SRF. 5A5 DETA L G E
. . � , �.,.,.�.., . ., w•:, ,_ ._, � E. r ( ) NERAL NOTES
1 ,.,. ..„„ s.: :-,:�•. ...,.:: � ' - NOT_. INFORMATION ABOVE TAKEN FROM PLANS BY BSC GROUPDATED 12/I 2/14
F
.
M5H LL DEP PRE A.> NEITHER, DR VEWAY5 NOR PARKING AREAS ARE ALLOWED OVER SEPTIC 5YSTC
„ r,
,. 5 RIP TOP501L 5UB501L U LESS M-20 COMFON_NTS ARE USED..
..... ._ T I FI P4 NFILTER
...._ _..... .. INS ALL M RA 0
,.. ..:3 ....
J, I
_ . � B HE DES GN_R WILL NO F H T M
, .. (, i _. - ) LL T BE RESPONSIBLE ORT E 5Y5TEM AS DESIGNED UN
FABRIC AND FILL W RIP 'AP TO
LE5 ON T UJP
o C 5 RUCTED AS 5H0 J. ANY CHANGE5 5HALL BE APPROVED IN WRITING.
ATI H tN
,, r ... .,ni - • e :*L. ELEV ON55 O N ,
Y
� � r
w 8
, a
.. "Y ,... .CONTRACTORHA I FOR
z , o -. C. $ LL BE RE PONSE IFYIN THE OAT- A '
tF 4?tz ,.., l s + )5 BL2V R G L C ION QF ALL '
�y�, .,., p.. f=
�t. U. UNDERGROUND A T I 1 I
OT #� � , A DE GROUND ND OVERHEAD U ILTE PRO T COMMENCEMENT OF R -'
L . <- (� t�i'r� b, , .,.�, ., / H D 5 R 0 ME T O 0 K.
, 1 _
I i
Area= 3,3 . EL,.,.: �, „ �Y l .� �
.... ._ NE
N
� .. zo ..,_. CONSTRUCTION NOTES.I
--
t
S S DETAIL: ENVIRONMENTAL .
_ I : ALL CONSTRJCTION5KALL CONFORM
TO THE STATE
cODE
TITLE 5, AND THE REQUIREMENTS OF THE LOCAL OF HEALTH,
"
a 2. PTI T NK I S
_ _ ) 5E C A (S), GREASE TRAP(5); D05 NG CHAMBER(_) AND DISTRIBUTION -
-
N SCALE - I O BOXES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY
/ ; . • ••' - N / O 1'ti e� /� 4 =„ y 1�. i _ COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE
14 2 . L 15x5 _ - - - 3.) 5EPTIC TANK(5) SHALL MEET A5TM 5TANDARD C 1 127-93 AND 511ALL HAVE
JCIS
AT LEAST THREE 20" DIAMETERMANHOLE5. THE MINIMUM DEPTH FROM THE BOT
r j ON OF H_ SEP C TANK TO THEFLOW LINE SHALL Be 48 .
• `�` f I 8�., ? -rr PROPOSED 501L REMOVAL- /;. , " :' , / , � _
! 6x7 _ .. „ .r ,�`: J :' _- ----` . _.. - _ - E NOTE # I � : / /. / � 4. SCHEDVL_ 40 PV INLET AOUTLET:....
16x7 -' � ,, - •: .t ,---- _ (SE O 6) / / /. - ; ,: ; • // , �, ) C AND TEES SHALL EXTEND A MINIMUM OF 6 -
- � ..-., ,,: � _ .. / /. .ABOVE?HE FLOW LINE OF TH
d - l _ „ ,� / , / ; _ E SEPTIC TANK AND SHALL BE INSTALLED ON THE
z .:... ,.--.,.,. I _ •1 ,. , ,.. : -.... , ... '/
CENTERLNE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE.. "
1
) COVER.5 OF HESE IC TAN AND D15TRIBUTI N O IT P
/ t K 0 BOX WITH RECAST
/ .. a.�':--.. ,, ;..:. ...,,.,. ...,a,. __ CONCRETE TI HT I T
.... O ,. I 7.83 4.83 /„ vA5 / / ER G R SERS OVER INLET AND OUTLET T2E5 70 WITHIN 6 OF '
,. .._.,..,f v.... ,
f/ .. ..... / PINI. G
/z/
_.,.. •F. , . .. 5H RAD_ OR APPROVED BY THE BOARD OF AGENT
V ,r, ,�{t1l7Yi s'r :, 1� \ I I i ,,, ,,. ----- ,...., , .LAY • va,,. -.. ANIB`ER / _
) PIPING 5MALLC N515T OF 4 5CHEpULE 40 PVC OR EQUIVALENT PIPE SHALL '
E LAID ON A MINIMUM CONTINUOUS GRADE Or NOT LE55 THAN I71 Q
r ,
i
\\ \ a r - /.
) BU O LNES FOP501LAB50RPTION 5Y5TIM(A5 REQUIRED) ED) SHALL BE: -
4 DIAMETER SCHEDUL40. PVC LAID AT 0,005 FT FT: LINE HALL BE
CAPPED
16x7. .- i >« I I \ •� 1
AT END OR A5 NOTED,
.16x7. rn -." . "r , : /
r xsi
�. �\ £ I , ,.,:. r, 3 8.5 8.5 8.5 3 = 8.) OUTLET P.PES FRpM.015TRIBUTION BOXSHALL REMAIN LEVEL FOR AT LEAST
LOT #3 rn.
.;:. � �._- r L 2 BEFORE PITCHING I' � T
\ _ / \ _. CH 050LAB50RPTION5Y5TEM. WATER TES DISTRIBUTION
Area -9,313 SF p I r�=19x2 2.25 2,25
r / ... _ BOX TO.A55UREEVEN .DISTRIBU710N,
'y V T � 4 , , , t , ,
\ �a EN
- \ \.�•.,, 36' _ 9J DISTRIBUTION BOX :5HALLHAVE A MINIMUM SUMP OF 6"MEA5URED BELOW 1.
\ ., . .: - £ :,., e• p.: , i - THE OUTLET INVERT
_ {
-. -•- " Il>-<:. � , '. - - I0. BASE AGGREGATE FOR THE LEACHING FACILITY 5 A L NSI T
,.t?', � ) H L CO 5 OF 3/4 70
i
• I ' ___ ___ vGN; ,. - -
1- 112' DOUBLE WASHED NATIVE_ STONE.FREEQF IRON FINES AN DUST AND SHALL -
O r A
4 8E INSTALLEDBRLOW THE GROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE
N / I+ : a. - _ 17 ; 5011. AB50RPTIO T E "
„�, _ _ _ /. ,.- ,. _ N 5Y5 EM. BAS,_ AGGREGATE COVERED. WITH A 2
-
�I` LAYER OF I/8 TO I/2 DOUBLE WASHED NATIVE STONE FREE OF IRON, FINES AND p115T,
LOT #2,. eX2 a a _, Q , 1
/ 1 I,) VENT 501E ABSORPTION SYSTEM WHEN DI✓TRIBUTION LINES EXCEED SO FEET;.
Ar 4 2 5F± N _ - - I,
ea B, 7,,,. ¢ �, ( WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAY5,' PARKING AREAS
TURNING AREA50ROTHER .IMPERVIOUS:MATERIAL: ORWHENPRE55URED0✓L0.
3 -
�-
12,) SOIL A850RPfION SYSTEMSHALL BE COVERED WITH A MINIMUM OF OF -
LL, ,-: `�•` Yr: C3'i t __ I r1., y 9
," ,,•: a k , .._.. �. \ ,, ' -
EXISTING FOUNDATIONS. CLEAN MEDIUM SAND (EXCLUDING TOPSOIL) '
/ ;\ 20 O±. I o - d a : \ - 13.) FIN15H GRADE'5HALL BE A MAXIMUM OF 36" OVER THE TOP OF ALL 5Y5TEM - -.
s
P I
� �: COMPONENT5,INCLUDINGTHE SEPTICTANK; DISTRIBUTION BOX,.D051NG CHAMBER
„_ •, .. ^.:'. i E - F R AT AND THEIR RTOP F FOUNDATION ELEVATION
A.) THE FISTING OL Jp IONS A O D _ _
,._s:CiUt7t�at _ v - _ AND 501L:ABSORPTION.SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER
\, .., '`•::'`: 's 12.F�'± isx.,-,. u� 'o"Z I. _ T PAN VIE _
SHON--'ICON HE L W, REPRESENT AS -BUILT CONDIT10N5, F „
wLl9} Via:' i' LOT #6 0 9,
Area= 12,349 SF_ - -
_ 1 .O HE DATE OF INSTALLATION OP THE 501E ABSORPTION SYSTEM UNTIL -
+
RECEIPT OF A CERTIFICATE Of COMPLIANCE, THE PERIMETER OF THE 501LA550RP•'
{ A
• TION SYSTEM SHALL BE 5T K D AND FLAGGED 7 F T
( L� p A E O PREV_N THE USE OF SUCH
Y i ,lcN +, it $ .. 9'G Xb. 11"A, i _
_ „_�- (� 16 , I � � F\ F- 6i - - AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM,
F 8x2 PROPOSED o \
p. ' _I 5.) THE BOARD Of HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION
I _ VENT Q
❑ e ( i+ Q. t � C9 _ BY AN AGENT OF THE BOARD OF HEALTH (OR'TKE DESIGNER IF THIS SYSTEM RE- W Wr - • °- - - - QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFYIN-WRITING
l 1 W • �� 1 - �., - I ::THAT ALL WORK HA5 BEEN COMPLETED IN "ACCORDANCE. T F
\ � IE WITH THE TERMS O THE
PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED,
16.) 501L REMOVAL: ALL TOP501L AND 5UB501L 5HALL BE REMOVED FOR
Yarmouth Health Department
A DI✓TANCE OF S FROM THE 501L AD50RPTION 5Y5TEM DOWN TO THE CLEAN
\ � ,g \ : .SAND LAYER, IAYER.0 I (SEE SOIL LOGSPOR DETAILS). -AREA TO BE BACKFILLED
... N £ c, - - WITH CLEAN BAND A M
_I PP QVED 5 AND COMPACTED TO MINIMIZE SETTLING:
w \ 8x2a 1 O - ._ ) ` � _ I - _ _.
Fp 6X2 I d \ /2
ams Date
N
», ,
` LEACHING GALLEPAGE 2 Of,,G LOT #
2
a 2 '.
I-740CHAMBER51N51DE - �.... ..
,H C':.; ,.�: nom•
-.: '., . , ns,�., "'_. ' £ "•P -.,, CRUSHED STONRBED- 1 9
4J5 a
TOP CHAh4BER.� 13. I _ � c D 6, e
2 h L S a
: AMBERS 1.2.0_ E
,.... _ .,. m..,..,.,.. \ I .. INV. GH
� Habitat for man
_- + � ti o H u it of Cape Cod Inc.
•. ,: f- .".:. -. ` \ I -BTM CHAMBERS .10.6_ FEfi,JA.NDES G Y h
JOHN
TOP .13.6_ ,11E � .
TO _ � C �, � �- M. M,M 4 fJ MAIN SL, SUITE 6, YARMOUTHPORT, MA 02675
TONE= I. L+ r
I � I BTM S 0 Al,,.4c725 1
l t:> 18x2 "•:,� ,., �: 1 ' � \ _ R o e . i
1 8._-- �,. � __� �❑�I;
SITE$SEWAGE DISPOSAL SYSTEM DESIGN
�
Lot #2 - Vir inla Street Yarmouth 'MA
Area =6,004 5BUFFE
=a J.M. (OTEILLY & ASSOCIATES SNC.
120`90'--C5#3 Professional Engineering & Land Surveying Services
RIM EL -14.8± 0 20 40 60
12r8'F'^-..... A.i ,.. MH#. ST REFI -
1:..... D CB4 VIRGINIA ,
d / RIM EL = 5 0± RIM EL = 4:7± : .'•.40': WIDE)
PRIVATE x_ i 1573'Main Street -Route BA
- r
INVERT INVERTEI. 2 3± � SCALE I 2O
o
BENCHMARK. _ P.O.POHoa 1773
NOTE. EXISTING TOPOGRAPHY FROM OUTLET €L- 1 z +
To of PK NAIL LE I _
GROUP P
PLFINS BY BSC (600)598-8801 Office , Brewster, MA 02691
EL- L3.7t 1988 NAVD) 1 - DA AI__I Ys(5D8)591JOUNUMEEK: Pax
( - PILCK:
MO/ ,
As Noted F JMO-8028
G. lobs abita t7VIr :: , wa i ,- - -. 12/21 I rJ _ R R
: � IAA.. Vi t`b028 5 gna S.�d vg\5e ge Dsposal Syst_m Plans (I2 14 15).dwg / KEF