HomeMy WebLinkAboutEngineered Plan - 2020. .`__-- -..- _�.---- __.-___...-._: :_ ----- _-_ _. _. --.. __. _-- -- ___
-- _. - .-- - -- -- --------...- ---- - ---_ _ ._------ __�
_. -.. �__ _ -_-_- -------.__�____ - _.._. - ---- -- _ - -,
PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE.. x.., . i
FIMSH GRADE OVER D -BOX 24.4 ±
I FINISH GRADE OVER CHAMBERS 24.1 ` - 24.6' • �, , " .... :._. !
„ ,�
I
0 3/4 TO 1-112 DOUBLE WASHED t �.: a-,,,.� � �.,.m�._ +d.,u.- � �, �. ...a,.. i
SLOPE @ 2/o MIN. OVER SYSTEM ii
PROVIDE EXTENSION RISER : REMOVABLE WATER -TIGHT COVER OVER I STONE TO CROWN OF PIPE I
I , 1 • UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
WITH COVER OVER INLET & RISER TO WITHIN 6 OF FINISHED GRADE ! , TATE ENVIRONMENTAL
I 4' SCHEDULE 40 PVC MIN SLOPE 1 % INSPECTION PORT w/ ACCESS BOX WITH METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE S
FINISH GRADE OUTLET TO WITHIN 6 OF F.G. COD D NY APPLICABLE LOCAL RULES.
COVER TO GRADE (SEE NOTE #21) 2 OF 118 TO 1/2 DOUBLE WASHED E AN A
L.= 24.5'± F.G. OVER TANK EL. = 24.2'+ 5 DIA. OUTLETS) -
FND. E STONE OR GEOTEXTILE FILTER FABRIC
. - - - - .._._------.__._`
---_ _�. _:_____._ __ _ _ _ _________-_-__-_-_ ______- r
:.__._.._�__ _ _._- - ___ _._ _ ^._______ .____.___ _.___ _. __ __.___.____ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
.
DESIGN ENGINEER.
. I TOP OF SAS - 20.93 PLACE RISERS ON
PROPOSED 4" i 9" MIN. 2 3.70' MAX.InL i
, " ,; „ M
CHAMBERS w/PIPED 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL I
..._.._ .._...________:.__: _ . _ _- _ _ V 36 AX i 20.10 SEE NOTE 23 + „
SCH_ 40 P C
11 . BREAKOUT EL = 20.60 INLETS TO 6 OF
>._ I .
__.--_.._ _..___.._____ . 11 - -_ .�___._...
_-.-, ; I i
SYSTEM UNLESS OTHERWISE NOTED.
SEWER PIPE ; FINISHED GRADE
-. _.._:.
�-1 I o 0 4, TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
_, _-.v L _:_:�.' :: 6"_ 3" 3„ DROP MAX „ „ 1=45�t ND THE PERIMETER OF THE SAS. UNLESS A I
__ - 2 DROP MIN _
_. 3 __ 9 MIN. P� _ PROVIDE WATERTIGHT o 0 0 o I ELEVATION 20.60 FOR A DISTANCE OF 15 AROU
0
.. .: s�o i
I „ JOINTS TYP. i - ��" i 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
. � I1. !. 13„ 4 PVC IN FROM � ( ) 1 - ?
„
..-. SEPTIC TANK 4 PVC OUT TO I Q o a a o , i THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
-_ _. .
! -'`
14 j s _ I o d T 1 °o MINIMUM.
CONTRACTOR TO PROVIDE i Q LEACHING FACILITY s 1.00 00 {{-'--� (�� a o I 5. SLOPE ALL SOLID PIPE A
_ ..__.:_..._ p o Q Q Q Q Q Q L _J Q Q Q Q Q Q Q Q 0/
SPECIFIED DROP BETWEEN ; ' i o
INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL
/ . � 12 6 o 0 0 0 0 5 6. THIS SYSTEM 1S NOT DESIGNED FOR A GARBAGE DISPOSAL
. � 1 „ i OUTLET TEE i 20.47' MIN. 20.30' o 0 0 0 CD 0 0 0 � o a o o 0 0 0 0 RTO BACK- I
SHALL VERIFY SIZE 48 VERIFY CONDITION OF I i 1.00 00000 0 00' o CD CD 00 00 0 cao 0 000 00 0� o0 0 CD 000 00 0o i 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIO
# I , o0 0 0 0 ao 00 00 ! TE AND READY FOR INSPECTION. SYSTEM !S
AND CONDITION OF EXISTING TEES ± GAS BAFFLE -
6" CRUSHED STONE I : o0 00 0o I FILLING WHEN SYSTEM IS NEARLY COMPLETE
. EXISTING SEPTIC AND REPLACE AS ! OVER MECHANICALLY i ,
3.0' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TANK NECESSARY !
. COMPACTED BASE. 3.0 6.0' 2.5 3A' 2.5 I AND DESIGN ENGINEER.
1; i I
I (TYP.} {TYP.) ! A LEVEL DATUM. BENCHMARK ELEVATION
I `' OUTLET DISTRIBUTION BOX i 36.0
8. ELEVATIONS BASED ON APPROXIMATE MEAN SE
. __ _ _- ---- _..__:_ _..: . _- -- -- __ __ _:__ ___ _.__.- __._ _ .._.___ --- .
T TO BE INSTALLED ON A LEVEL STABLE ? GROUND WATER ELEV.= < 13.1 OV 8.0 r 11OF 25A0 ESTABLISHED ON THE FIRST FLOOR THRESHOLD AS SHOWN ON PLAN.
'_--1-1-1- _ .._ ._ . _: _ _ _ _:_ -- -- -- ._:_._ _- _ .. _ _ _. _... - _ _--------- ! t
r BASE. FIRST TWO FEET OF OUTLET '
18,10 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
I PIPES TO BE LAID LEVEL i r. .. - 5 MIN. THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
; L:�-6 CH/', 0BERS ;
P ( K., CHAf'.A .R E[ � VI�E�,t'J ! 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
EXISTING 1,000 GALLON CONCRETE SE T C TAN I
CROSS SECTION VIEW �r PHO IL _ -
T TYPICAL C .�'/ice i a'� L% 1ENGINEER.
M _ -. ._:...4.i. F
_ , - r i : , , - , - ... , , _ ,. . r. .: fi 7 . � , I P. Z E ,y,'v. y B C, .[': o II'+- S"*W,
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THE DESIGN... ,:. z, , e ,:-.. ,
1
TO
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{{ u ., x a .�, t . ,:, ,, ;..:.... t , .: , tom... -
f. y . s , :::.w. , 1_,.. _y , a r � - _... i .:,. 3 t � moi. L .:....., .: ,J
. x .. , d , a �, r : h Y z . ,, - . , HALL BE MADE WATERTIGHT.
,, h 6 a . _11 : u ...,, P I �..� k ,,a L. .v : 1 I �,. z 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES S
,: � , t : -, - T NOT TO SCALE u NOT TO SCALE
- - -- _._ _ _i_. ..�---__.-.----..__ __________ _� __�_.__. ._.._._ NOT TO SCALE ZONING
__�-__��_�_ ___ _ _.___ - ___.__ _._ ._._. _� _.._�___:_�.__________._ ______. _ __ _._._____________. _ .._._ _-_____ __.____ _ ___. - �_._._ :I 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR
nw. a .^� Y•�Z a-~� S f, /' ;
i -- : : ��(---- /y l ,-%y', .- 1 ' ' $ f REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
. i . i. ; fJ i�� V ,,� j b„", `+.:,,,1 k A 3 ii- : �1 c
t r 1 -�%. t - -j �t1. N/A APPROPRIATE AUTHORITY.
' ,t I , t. „ .'� �� PERC NO.
i ,
i - _ `�` , ; Matio Lan ler 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
��: �- = �- a , INSPECTOR. ry 9 ! ER PAVEMENT DRIVES OR
�-% t, I ��c R LOit I� 2 f v i �t� i ! UNDER MORE THAN 3 FEET OF COVER OR LOCATED UND ,
;% ��� ,^ -- ` �°" �. _-: E 6 TH TAND H-20 LOADING.
/ = EVALUATOR: Michael Pimentel, EiT, CSE
`- I s i TRAVELED WAYS IN WHICH CASE THEY SHALL WI S
P
-.• ti., -
I ; f ' .r ; .-' Oct. 1999
"' • C.S.E. APPROVAL DATE.
_..
. I � I ' �,ji I- -� • r 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
.-� /"�\ ` - -" ...::_. •� .. ���, ; t -f j_-.'�► ; DATE: Janua 9, 2020
I - �, 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
I.. St,: i!•►!t`t �.:-_ '�' ;'! i TEST PIT#: 1
i \ p _; , , , v' I MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
. fl
•r,., ,
. - ��' - ''. ice ,/ ��. \� .-.._.._ �•'. :.lis s.i-� •ei• �,
I ,.. .' m *;, ,,,, t / ELEV TOP = 24.10' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, s
��� = _= = z "lj ; ;;! / J _ FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR I .255(3).
�. I / ., .... ,, - t ELEV WATER - < 13.10
MAP 50 ' "� \` .111, . ,. ; .` 4.` ..i i FY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
_ R .:..- \�, �. ,. -�s. = 7 \ 1 15. CONTRACTOR SHALL NOTIFY i
I . - .,` : _ ��:' .,"ti` : ' Ili ..... I i -
LOT 9 �\ �� :� , ± �. , ' PERC RATE < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
,. .
I I i" I ,�LOCUS '
' ' / I DEPTH OF PERC 12" - 30" 116. PROPOSED PROJECT IS LOCATED WITHIN: - ,
Fire
-� C 1
:_ , / : , _ 7
f t I .
I/
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=1. ,, , -r.. , !! ; 1 y, - z sta : I TEXTURAL CLASS: ASSESSOR S MAP 50 LOT 8
4 �. - -
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`l, 1 96.7'+ ( - ,
{
1 = . ;' Cert► I __ OWNER OF RECORD: ALLEN E. &SHARON L. RYONE
i 11 , .. __ --- i
11
�• I i ADDRESS: PO BOX 440
�� / - ••./ Rei • - !� � ,, 5 I t " ,
I - 1 / , .,
I `\. 2410
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t` I � I r �! cs`,/S: �� i
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MAP 50 r< �' . �t-'` r
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LOT 7 `"� f j W � �;, t ==t ---- <1
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- Elevation = 25,00 t, i
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--.. __ ,... Approx. M.S.L. a a
// A
p LOT 8 ' C
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I 9 14 F. 1 0 1 I I
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;V / I< 4,1 LOCUS PLAN
. x 24.4 <' (7 ❑ I I
I 11 � I EXISTING Z a - I SCALE: 1" = 1000' i „
N / I / 132
Fill �,
Loamy Sand
10Yr 3/1
°'
t'_
j �i
Loamy Sz
nd .
10Yr 5/
1
i
Medium 4nd,
Mem u
2.5Y 6/
• I BREWSTER, MA 02631
23.77' FEMA FLOOD ZONE X
I COMMUNITY PANEL# 25001CO587J
I
117. DEED REFERENCE: BOOK 18366, PAGE 310 i
23.10' 1 18• PLAN REFERENCES: 1.) PLAN BOOK 85, PAGE 95
i2.) PLAN BOOK 154, PAGE 59
21.60 i 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
t
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY !
I FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY i
20.60`-' iFOR USES OF THIS.PLAN OTHER THAN ITS INTENDED PURPOSE. -
121. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A
FOR T O ONSPECTIONS.
ALLOW I
REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP
122. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
z 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE APPROVALS
I
ARE REQUESTED FROM 310 CMR 15.211 & 15.221 (7): ;
�, 13.10' 1 (1.) A 5.0' WAIVER (20.0' -15.0') FOR THE DISTANCE FROM THE SAS TO THE HOUSE BASEMENT:
h 2 BEDROOtJI >E,ATEt- UNE O ; (2.) A O.T WAIVER (3.0' - 3.T) FOR THE MAXIMUM COVER OVER THE SAS. .
;?_ /� co DWELLING /-(APPROX. LOCATION. 9, 9
. J No Mottling, Standing orTe�jng1-.-.------4--------------------------,----,-bserved1 I
i / ( j - ---._._._ ______._ __ ---_ .----.- -
C_ ....` i _._...--.-- ___._ ..._. _.__..� . . _ --.._-.---.__-._.._ .--...._ ,------ .___....... .._
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"I I
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a
.,I. / - - - - aia..+' tL.,,�. �.a> .1,a i '``� awl s. '.'s . aS.»., ! i I .
_ HC 1
I
..: to / x24.5 ,, VVY
) ., _. '. HC -2 t> - f� i 0x0' EXISTING SPOT GRADE
.. ,.
. 5 .
!t / s
. _ .
- c.
_ v:.: t..._ _ _%
I
'' �`" i NUMBER OF BEDROOMS (EXISTING) 2 I
I - - - 50 - - - EXISTING CONTOUR
� � r' � x24 6 in , j I,
_ f .
I HCA
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r ��
,,.,
°'
t'_
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CORNER OF STONE (2)
1
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PROP. .
`n
50
PROPOSED (5) H-20 LC -6 LEACHING
.
=./ f/ :I
D -BOX -' r
,
1
/
t
4 i GAS - -- -
CHAMBERS w/ AGGREGATE
1
' - cl;
TP 1
EXISTING OVERHEAD. UTILITIES
!
1
X24.7 (1)
L�
EXISTING WATER LINE .
f
I i
',
i
t
2 x24.1
( )
I
( f
24x1
TEST PIT LOCATION
f
i I / '
;
:.:. _
:.
.
'
I ROPOSED
- P
,-,, -
o1.
O
0
O
. .
: .
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1 INSPECTION
1
I
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PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE
I
O
. - PORT
I
l
-1
I (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY
i
`i
f
!
. 36.0' x 8.0') 0.74 GPD/S.F-) = 213.1 GAUDAY f
(
1It
- .
PROPOSED H-20 LC -6 LEACHING CHAMBER,
f
l
c0
(4)
36.0'
. "�.
. ; -�- „
PROPOSED 4 PVC
1 D 4 3t
I -
o
{ .
x24.5/
s '
x24.2
-..
ti
t3) _
N PIPE; EXACT
VENT ,
1
I o
1 "/
1 ",�
't•n
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.
PREPARED FOR:
1.`'.
LOCATION PER
i
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. - 1-
a
,.
..
GR,-, _. � r�
-.. . .. ,
:: 4.`�
OWNER
P
ro#�� v
�• .
_r
Vi- �'' •' \ '�
�a Q f
r/,,� Ips .. .
itici�rj- w..,,.,_ GA . I x ' 1� l �a
V'd Y .. fli I
Y .
--- -�_ . t
R
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t2o ASUR D ..., -�. 1 .`
vv/ c.
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rJTj -�� -l�- A,,
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EX. DMH �.�
EX. LEACHING
i 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE .
i PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT
DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF
T F ARE NOT CONSISTENT WITH TEST PIT DATA.
HEALTH I SOILS CO S
1 3. ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2.
I
1 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY
4
1 INSTALLER AL VERIFY SWING IE MEASUREMENTS
FOR THE NSTALLER IN E SHALL R T
SITE PLAN
! IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL
I NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT.SCALE: 1" = 10'
---- -----'--'__-...
1 .
NUMBER OF BEDROOMS (DESIGN) 3 (MIN PER TITLE 5)
11- `
I
1
I HCA
�
r ��
,,.,
PROPOSED CONTOUR
PRO OSE C
I
.
11
DESIGN FLOW 0 GAUDAY/BEDROOM i
CORNER OF STONE (2)
1
i
16.8'
CORNER OF STONE (3)
39.5'
24.2'
50
PROPOSED SPOT GRADE
36.3'
. TOTAL DESIGN FLOW 330 GAUDAY
,
1
DESIGN FLOW x 200 % = 660 GAUDAY j
I
4 i GAS - -- -
EXISTING GAS LINE .
USE EXISTING 1,000 GALLON SEPTIC TANK
i �
i - ---- r% 'I : �,`-------
i
EXISTING OVERHEAD. UTILITIES
.
I
i I i
i
I -- W . w
I
EXISTING WATER LINE .
I
I INSTALL FIVE (5) LC -6 LEACHING CHAMBERS
i
t
1 I
�,
��
TEST PIT LOCATION
I
SIDEWALL CAPACITY I
i :..., ..._., .. _ .
I
EXISTING 1,000 GALLON SEPTIC TANK
(LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY
- :
, •F / .F = GAUDAY I
(36,0 8.0) (2) (2) (0.74 GPD S ) 130.2 1
(
I
i
,�
PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE
I
, i
. BOTTOM CAPACITY
I 1 ®
I i
PROPOSED DISTRIBUTION BOX
I (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY
i
`i
. 36.0' x 8.0') 0.74 GPD/S.F-) = 213.1 GAUDAY f
(
1It
O
I I
I
PROPOSED H-20 LC -6 LEACHING CHAMBER,
- 1
I TOTALS:
! i
i I REV:
BY
APP D.
_DESCRIPTION __-_.
I
i TOTAL NUMBER OF CHAMBERS 5
_ ._____DATE ----
{ I
____ _: _I
PROPOSED SEPTIC SYSTEM UPGRADE
'
. TOTAL LEACHING AREA 464.0 SQ.FT.
' l -
343.3 GAL./DAY
1 "/
1 ",�
't•n
I aF.,,„,c
.
PREPARED FOR:
-
TOTAL LEACHING CAPACITY
I
��a�s
i 9Cy
I
i�a�.
i ��i ��': I
ROBERT B. OUR CO., INC.
_
L
-
I
cl�uR� t. , I
I I? �a• 8066 !
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LOCATED AT
Q
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1
.� % sre •
77 LONG POND DRIVE
I
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11"
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SOUTH YARMOUTH, MA 02664
.
__._--_.__._ _._____._ ..__,__ ____.__----
f. SCALE:
-----_--_..-__ . ______-_______ _ _�_
1 INCH = 10 FT. DATE: JANUARY 27, 2020
I
DESCRIPTION I
I HCA
HC -2
CORNER OF STONE (1)
15.6'
131.9'
CORNER OF STONE (2)
35.4'
16.8'
CORNER OF STONE (3)
39.5'
24.2'
CORNER OF STONE (4) -
23.4'
36.3'
I i OF 0 5 10 20 40 FEET
j i <1� 1
, s 1 �o - ---- __--_ -. - _._.. _, ----------------_--.._._.. ---__.-__
I_---------_-_�.--_._. -... _____._- __- -. __.--__.--..___-_ .--_----_. ____r.___..-:_-_ -_.__- _ ___.__..__ _. o.+ sG. PREPARED BY:
JOHN L i
RESERVED FOR BOARD OF HEALTH USE i 11 I CHt%CN�u JC ENGINEERING, INC.
I ! v
wo.4�so� # 2854 CRANBERRY HIGHWAY i
i O,
EAST WAREHAM MA 02538
I
I i I, F ST ��
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I 11
? 508.273.0377
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_ .__.. - _ --- _ _ -- _.__._. --------I
1
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P O No. 4976
Ch eked B M
C J
i B : SJI e
w JI ' Des Designed �Dra n B S
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9 Y
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_____ ___ ___._._..___..___ I -.-,-------- ______ __ 1 -_-_---- ----_-
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