HomeMy WebLinkAboutEngineer Plan-GE ERAL NOTES
29.8' - 29.6
_ I-------29.81±�- FINISH GRADE OVER CHAMBERS= 3/4" TO 1-112" DOUBLE WASHED
FINISH GRADE OVER D -BOX = o OVER SYSTEM
SLOPE @ 2 /o MIN. O STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
30.5 -_F E WATER -TIGHT COVER OVER
METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
T.O.F. EL. REMOVABLE N RISER N OF 118" OT XT DOUBLE WASHED"
PROPOSED EXTENSION � 4 SCHEDULE 40 PVC I
RISER TO WITHIN 6 OF FINISHED GRADE CODE AND ANY APPLICABLE LOCAL RULES.
WITH COVER OVER INLET & MIN SLOPE 1% STONE OR GEOTEXTILE FILTER FABRIC I 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
OUTLET TO WITHIN 6" OF F.G. I
FINISH GRADE ' 5" OIA.'OUTLET(S)
F.G. OVER TANK EL. = 29.7 '} - DESIGN ENGINEER.
VARIES - - r _ _ -. PLACE RISERS ON ALL I
@ FND. EL. _ I
-- 1 I
TOP OF SAS = 26.$0 CHAMBERS w/PIPED 3 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL" BE USED IN DISPOSAL
9" MIN. ' 9" MIN. INLETS TO WITHIN 6" SYSTEM UNLESS OTHERWISE NOTED.
PROPOSED 4' " .80 36" MAX. EL = 26.30
36 MAX. 25 BREAKOUT OF FINISHED GRADE1 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
E :!S i l"1 a + --- ----- - SCH. 40 PVC
ELEVATION = 26.30' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
Sr r"r P' -S ----- _ - _ __� , SEWER PIPE
40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
I I L=124'±
_ - -
3" DROP MAX 9 PROVIDEWATERTIGHT o �'`��
- o
' 1) 6 3 2" DROP MIN 3 miN.s�ove��� ( ) o�� � � � � (� I THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
_ _-JOINTS TYR O o I 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
� D
I !e I 4".PVC IN FROM VC OUT TO o0 00 0
13„ SEPTIC TANK 4„ P 0 0 0
14" ,E 7.5 ? LEACHING FACILITY oo ® 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
O T oo I HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
CONTRACTOR TO PROVIDE , I, I o 0 0 0 C� 0 00 7. LOCAL BOARD OF
BETWEEN ' ? 1 I 12" 6 2' o D 0 00 � o� FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
SPECIFIED DROP BE 26.10 MIN. 25.93 0 '�
INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL o00 000 = 0 0 = o
"VERIFY CONDITION OF I i OUTLET TEE I o
.SHALL VERIFY SIZE 48 RUSHED STONE � � 0 � D o NOT TO BE BACK FILLED WITHOUT FIRSTOBTAINING APPROVAL FROM BOARD OF HEALTH
VERIFY
CONDI AS BAFFLE 6 C oo AND DESIGN ENGINEER.
AND CONDITION OF I G OVER MECHANICALLY o
AND REPLACE AS
EXISTING SEPTIC COMPACTED BASE
i i i 3.5' 8 5, (-typ) 3.5 3.5' 4.83, 3.5 ! 8. ELEVATIOSHOWN ON PLAN.OXIMATE M.S.L. DATUM. SEE BENCHMARK LOCATION AND
TANK NECESSARY (TYP) ELEVATIONCONSTRUCTION
5 LET DISTRIBUTION BOX 24.0'
OUT
* , 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO SITE AT
VEL STABLE 9 ± Lon POt1Ci 11.83' URS PRIOR TO COMMENCING WORK ON S
TO BE INSTALLED ON A LE GROUND WATER ELEV.
- BASE. FIRST TWO FEET OF OUTLET 2Z3 80` THROUGH DIG -SAFE AT LEAST 72 HO
- -- -: -`- - I Note #2 below 5` MIN. CHAMBE,'-'�e EN®VIEW y' ' 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
m E See N
PIPES TORE LAID LEVEL. 2-500 GALLON CsAMBRS
m TO THE DESIGN ENGINEER,
CHAMBER PROFILE � � $- I a
SEPTIC TANK CROSS SECTION VIEW TYPICAL Ct IA I EET .I L 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
EXISTING 1,000 GALLON CONCRETES � }�_20 °�,��,�i,..1� � '
�q �a p� p g t A SCALE
_ , a, , s l I_ $ � �m�'*a4y �-gg d Ori rm I , NOT TO
TO v EI"'. Y WORK
� 1�� �� § R I W I $�: G%L1 I $ - - -
-CONTRACTOR�� � PROFILE a � _ �. __ � �N,-_ ; DATA `__I 1 T. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
;, a SED TIC O SCALE _- - i ` a t i REGULATIONS.` OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
ELEV^,TK_') PRIOR T d f .17R„ <x NOT T I
- - - .- - NOT TO SCALE ���_ �--- � ...�� ,.. f y " r �. _.-.' `, � � I i m `
,:� E,.,i.fi.,_ER 1; Jlr, r_R�PI _ ` APPROPRIATE AUTHORITY.
NOTIFY _^ � � a s PERC NO. NIA
ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
L r
INSPECTOR: Jay Gardiner (BOH) 12.
INSPE UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT; DRIVES, OR
T
iSWING-TIES -c >--"
�EVALUATOR; Michael Plmentel, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALLWITHSTAND H-20 LOADING:
�
DESCRIPTION
HC -1
HC -2
CORNER OF STONE (1)
24.0'
23.1'
SZO(2)__33.1'
32:5'
CORNER OF STONE (3)
50.3'
29.0'
CORNER OF STONE (4)
44.8'
17.8'
,:�N r -_ ,. " pis Oct. 27, 1999
c OF P o� �� - y rri5 ia$h.Dep C.S.E. APPROVAL DATE.
Gv e 29 l 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
EQ " t High Sch
�( -✓ �� O 13egitlria € April 14 2022
l' a ,/,n,_ l , � DATE. D CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
Fee i�-GUY�,N, A f 14: WHERE REQUIRED,
QRC iAYO T TEST PIT #: 1 I MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
M E -P - - \ Benchmark - ,wr \ 1 ( 2c� 80 REPLACE ALL UNSUITABLE MATERIAL `,KITH CLEAN COARSE SAND FREE FROM CLAY;
- - _ - E W _ 10 CMR 15.255(3).
( al e rm % "5' � c�t� � � , . G.� ,tr,, i IN
Elev. = 30.00 I , ELEV WATER = < 19.30'
-' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND
3 Approx. MSL ->"- '>, SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
m 29- O p `~ r PERC RATE _ < 2 min./inch
D WITHIN:
_� 20 16. PROPOSED PROJECT IS LOCATE
LOCUS -, DEPTH OF PER- 32" - 50" I ASSESSOR'S MAP 68 LOT 110
aQ.' TEXTURAL CLASS. I ,
> / o m - 1 OWNER OF RECORD: PETER M. RUSSO, SR. TRUSTEE
4"
12" °
r w X. 0. t 32 ALMIRA ROAD
PROPOSED SLEEVE 10' a r ! >, ,
/ �: j 0„ 29.80' ADDRESS:
L2� EACH SIDE OF WATER wo II _ ., F' �4 A Loamy Sand SOUTH YARMOUTH MA 02664
/ LINE CROSSING 1 10Yr 311
m 28.80'
/ „ „ a zOlqE i�,', 12'
' FEMA FLOOD ZONE X
/ - o
„ + - l` g Loamy San! COMMUNITY PANEL # 25001C0587J
x29.6 3) / 1 10Yr 5l8 ; 17. DEED REFERENCE: BOOK 23366( PAGE 246
o N 270 I X- -X >;t, B 21 G 39
�� _ � 27.13'
6 5e, �l _� �` f' _� 32"
x29:88 LA REN ) G. 14 )
i32� Perc � 1 PLAN REFERENCES: 1. P.B.P B 148 PG 95 2. P.B. 210 P 5 3. P. 9 P
25.63' 1
l /� PROPOSERH 20 PATtO 1 ..f
19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
18' }
DISTRIBUTION BOX \ '`
Q y" \' .% !` , , ,•� v � 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
/ ? I' SEPTIC SYSTEM UPGRADE. 'JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
, .,' i FOR
,.-'/-'^. +- �� ;, OF THIS. PLAN OTHER THAN ITS INTENDED PURPOSE.
f( X i "• * , :� FOR USES
�- r ! Fine to Medium Sand
Ps \ \\\ l
2.5Y 7/4 : 21. OWNER / APPLICANT? CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
1'\ "
47 O s. �, + \ � \ x � � r- ✓ \'*.,,-r + ". - i`*-- -,. * �,t�; �� � REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. I
\ F - i .! `
THE FOLLOWING LOCAL UPGRADE
14"HC 2 \ ,\\� t \ � ! 122. IN ACCORDANCE WITH 310 CMR 15.401 -15.404,
v o _ "� \ �, MAP 68 l , APPROVAL IS REQUESTED FROM CMR 310 CMR 15.211:
o x29.6 ' 0 1.) A 3.8' WAIVER (20.0' - 16.2') FOR THE SETBACK FROM SAS TO THE HOUSE FOUNDATION.
w i
x
1 vi L- (2)1�� 1 o X LOT 109 LOCUS L/71 V
{ \ \ �3 7 x29. 0
19.30'
M / \ 1 \ I I T SCALE: 1" = 1000' 126'
1.R Q -
= I
/ ( O \ \ \ ` `' �i ( I No Mottling, Standing or Weeping Observed L � O ._ s
ti TREE (TYP) ` %', \\: \ \.,
PROPOSED TWO (2) "�
1 500 -GALLON H-20 LEACHING \\\ t.y x -X -,t j - T 1 , " ' Lrh.
/ 16 1 r. as -v ,I arJ+ { EXISTING SPOT GRADE
/ CHAMBERS w/ STONE J \ -r .x. c .:! I•, ✓ 50x0' 3�' ri 2"1 $E iia E t?tt e $
x29.7 / NUMBER OF BEDROOMS (EXISTING) 2
\+
NUMBER OF BEDROOMS (DESIGN) 2 - - - 50 - - - EXISTING CONTOUR
® z I \ DESIGN FLOW I ---i 50 PROPOSED SPOT GRADE hlacae`J!'?
\`POSED CONTOUR
110 GAUDAY/BEDROOM
3? + l
1
50
PRO
"�
AY
GALD-FLOW---
2-BEDROOM _
-
i
EXISTING GAS LINE
r` DWELLING DESIGN FLOW x 200 440 GA DAY GAS
1 BUSHTVP
( )
TOF_ 30.4 +_EXISTING GALLON SEPTICTANK
EXISTING 1.000 GALLON USE EXISTING 1,000 p,yH v
OV
ERHEA
D
UT
UTILITIESS
TP 1 SEPTIC , A,.K , O CE
/ a x
T INE
a -- TING WATER L
I \
1 U�.ED IN , H1., DE.�I �N - W W EXISTING
I � EXISTING CATCH BASINo� \ i
til, 29x8
F 2 x 29.8
) r TYPO ) \ eh TION
( / \ TEST PIT LOCA
I : S LIC
).
\ \ >✓'
.- ✓x1 1 /�
'
,_ a BEL�F
V�,rX� r,^� L�Acrts-I INSTALL 2 _50
0 GA - L. CHAMBERS w/ STONE
CLEAN c ? , o `^G
I
1
O
EXISTING 1,000 GALLON SEPTIC TANK
FILLED u/�A
u a . _.U_bu,t(apSIDEWALL CAPACITY
t
x29.7 / `� �! ✓
-
OS
ED 4 SOL
ID SCHEDULE
P
VC PIPE
(LENGTH + WIDTH) 2HIG ) 074 GPD/SF)_GAUDAY PROP
411,
p (24.0 + 11.83) (2) (2) (0.74 GPD/ S.F.) 106.1.GAUDA a 20 DISTRIBUTION BOX1 G_ U��_ ROPOSED H1O 3L "
1
x R
s � ING
CH
AMBE
LCL LLON H 20 LEACH
� I I BOTTOM CAPACITY , , i �.L PROPOSED 500 GA
���*✓� GAUDAY
I x WIDTH 0.74 GPD/S.F.)
(LENGTH }
(24.0' x 11.83 } (0.74 GPD/S.F.) 210:1 ..GAUDAY
DEPT.
I HEA
o / x
I I +\ \ \ ,ui✓\/\
�
REV.
of
DA
TcEs
_
I
APP
gyp.
DESCRIP
TI
O
N
o TOTALS: PROPOSED SEPTIC SYSTEM
U
PGRA
®E
HAMBERS 2
TOTAL NUMBER OF CPREPARED FOR
TOTAL LEACHING AREA 427.3 SO FT.
lH!,,6:2GAL DAY R CO.,COINC.
/.v ROBERT B.OUO TOTAL LEACHING CAPACITY JOHL.
vo CHURCHILtJR. m
r
-
Ai�
,+ --� p
�
N0.48066
\ , LOCATED
oa
LOCATE
DATNOTES.
lHt
r�
H
i
S
,-DGE OF
PE SHALL BE PLACED ALONG THE TOP E
MAGNETIC MARKING TA ° r 32 ALMIRA ROAD
` � , % � EACH SEPTIC SYSTEM COMPONENT:
' k \ n ,
AP 68 SOUTH YARMOUTH, MA 02664
.- M u a
i
ION OF
THE
G3 >c , DITIONS IN
THE LOCATION 110 FY SOILCON
LOT ALL VERT 2022
T' NTRACTOR SH _ DATE. MAY 7,
2. CO - 10 FL
, � T PIT 1 INCH
�z Y WITH TES SCALE.
�L � CONSISTENCY _ FACILITY TO ENSURE ,
O1
14,020± S.F. r LEACHING FA FEET
-
O� � :PROPOSED. ao F
iER AND LOCAL BOARD OF o 5 10
zo
Wit^ IS PLAN. r REPORT TO ENGINE
ro u DATA SHOWN ON THIS ,
Y�
-oHEALTH
.�
o5
MAP6$ HEALT
H IFSOILS ARE NO
T CO
NSIST
ENT WITH TEST PIT DATA
AL
SO
AT
: rd
o
f
CIw
L
Na: aia
o7
,
*H
2$54__CRANBERRY H
IG
HW
AYG TIME OF INSTALLATION, CONTRACTOR SHALL VERIFY THERE ISNOBY
L.NLOT111 ETBELOWT LLR.153HE PROPOSED SAS(t.e. NO JOHN
GROUNDWATER WITHIN FIVE t5 FEcNuRCHIJC ENGINEERING, INC. 0 GROUNDWATER ABOVEEL. 18.80 ). RESERVED FOR BOARD OF HEALTH USE
® 6
0 r
O
1
EP
ZONE
IL
MASS D 2538
WITHIN MAO
10 LOCATED WITH REHAM
G TIRE PROPERTY IS C I cr EAST WA +
3. EN
e
.2
73.
0
37
7
� LY AS A COURTESY C 508.273.0377
.�1
WING
TIES SHOWN O
N THIS PLAN ARE
PROVIDED ON
4.
S - I
(- MEASUREMENTS ed B . J
JOB
No 6
zos
UREM Check
TIE MEAS a .MCP v
SWING Desi ne i
LEVERIFY MCP s
INSTALLER SHA
FOR
THE INSTALLER. Drawn By
UNG THE SYSTEM. . CO
NT
RAC
TO
RS
HAL
SITE PLAN IN THE FIELD PRIOR TO
_
NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO B
EI
INCORRECT,
CT.
SCALE
-1--19
_