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ELEV. = 100.00_-,
(ASSUMED)
4" SCHEDULE 40 PVC PIPE ,
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE MIN, PITCH 1/8" PER FT.
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB
2" PRESSURE PIPE
150 PSI MINIMUM ELEV. = 101.26
CONCRETE -97.05 M * X
COVERS MANHOLE QUICK
COVER DISCONNECT TEE FLOW
UNION LEVELERS
j I 4" CAST IRON PIPE
l (OR EQUAL) MINIMUM
PITCH 1/4' PER FT.
S-AB ELEV = 95.70 ELEV. = 98.67
ELEV. _ 97.35
^
UC �' `L_ F T I
4ErEuT T4NCHES
5 FEET 9 INCHES
6 17-E1_7 24 INCHES
E 29 INCHES
8 E E T 34 INCHES
g
YewR # DATE OF SOIL TEST DCE�.1ER 13 2017
r �? . a . 9. 1C t-y s SOIL TEST DONE BY ll,_`YI COX
WITNESSED BY
s. Fv
PERCOLATION RATE < 2 _ MIN./INCH AT _�_-_ INCHES
ALARM ON
PUMP ON -j- Ip vi
AEEL A1800 FILTE LEVEL o f 1 o ELEV. _ _ 95•�3_ j� PUMP OFF N j
ELEV. J 6 SUMP -ELEV. _ 97.76 �--
/ q a e 1 ~: ! �V. ---- co
WATER ENCOUNTERED AT 108 _ ELEV. = 90.4 0
FLOW LINE I �7-93 pp p p f¢ i i�------
1 0 2,r3 x ws 3 1 4 t €z 1 �•,,,f � s� C' E _ � I
I-ii� I ,. p--6Z,ZE2 6 HIGH. CAPACITY ;NFi;_TRATCRS'° ` (Y+
t �_, 3/8., DRLL r w C 6� '�a
GAS U { .s f'� j i W.TH STONE IN A z! 5.36 s#">.°`4: l .+ y s ,. # 5
HOLE NU�.IBER OF BEDROOMS __'�__ t
?C BE 'rNATER TESTED 11' X 4-8' X 10w TRENCH FORY,A PION �i WELL MIW 28 i s
ELEV. = 97.10 ( l I TO BE PLACED ON FIRM BASE-�r� ni ZONE B GARBAGE DISPOSAL UNIT _ NO y
i - ,
,,ak's {ke _13 " +�: ND 8_t)4 Ill f2017) TOTAL ESTIMATED FLOW' §
CHECK 3 /4" TC , /2" J� t � - -
L- � JALVE 4+ASHED T�� E `':*t fi ' ADJUST 2.34 (110 GAL /BR./DIaY X 4 ER.) -'1�- GAL./DAY
I S � % Z s REQ'v'IRED SEPTIC TANK CAPACITY 880 GAL.
i s 5 gym. t ,; w x ." ' /2 ADJ ST 1.17
(TO BE PLACED ON FIRM BASE) TIC TANK
_ ACTUAL SIDE CF SEP I NK 1500 GAL, d
k s C f a £ F, s �-, i n . ',��_ MYERSP SRVI 4 I
•.� # 't a X..e« ¢.� }� ti a.r' 0.4 H, (MAX.\. 1 SOIL CLASSIFICATION - i--
�_V. = DESIGN PERCOLATION RATE 5_3__ MIN./IN.
I -
(OR ECUA_;, /2 USES FROBA:BLE `",'p,TER TABLE E' F 91.57a
fM i t Q� �»; `'' d�y� USGS PROBABLE WATER TABLE ELEV. _ 927'4 _ EFFLUENT LOADING RATE Qz7�_ GAL./DAY/S.F.
T gp A. - LEACHING AREA F2P,.3 Q. FT.
r
NO? TC SCALE
i
i
CLEAN SAND
INSPECTION PORT 2 I" TO OF
1 /8 T' 1 /2"
WASHED STONE
X. OR FILTER FABRIC VENT
fllikl MIN.
g �I
98.25 0�
0
l o" o {
DEPTH
HORIZ
-TEXTURE
COLOR
MOTT.
OTHER
0-8"
10
FILL
{NO
8-13"
`A/E
LOAMY SAND
10YR6/1
ROOTS
13-27"
jB
LOAMY SAND
10YR6/4
ROOTS
27-108"
IC
MEDIUM SAND
2.5Y7/4
I
A COMPONENTS
OBSERVED WAIER ABLE (12/'3/4017) ELEV. =
_
(11X48)+(59X2X10/12)
BOTTOM OF ES HOLE ELEV. =
p e -. _ d
X
dam° ' R
4`.1.� C �,,..
t�} m
t � � �'
'3 i
LEACHING CAPACITY (AREA .X RATE)3 GAL./DAY
i
E'�E'.'. AT
'� ERT IN�E?
97.05_
.'"} e ,-,5 . P a.,: : , f.:,- .
.r t � a : ..� �
a.;, i a �•�• I� v �� .
628.33 X 0.74
_EV. AT
:AL.<RM ON,
_
_94.55_
REQUIRED FLOW PER CYCLE X 440 =
110 GAL. /C CLE
RESERVE LEACHING CAPACITY _NODE GAL./DAY
I
_E AT
? r. P ON
_ 94.31 _
.25 _ _
VOi_UME PER CYCLE _ 110 GAL/CYCLE /7.48
_
GAS_./CU. FI. - 14_71_ CU. FT./CYCLE
'. { " a
LE`:. AT
P ,'M,P OFF
93---
V01_UME OF WATER IN PIPE 3.' 4 X 0.00644 X
_ 1 iP___ FT. _ _ 0.21- CU. FT.�''
BOTTOM
OF INSIDE PUMP CHAMBER
^ L4,MCU.
TOTAL MINIMUM VOLUME PER CYCLE --
FT.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. i
BOTTOM
OF CU?SDE Pi MP CHAMBER
_92.72_
DISCHARGE 14.82 CU. FT. / 34.67 CU.FT.jF?.
CS
_ �• FT. (1000 T.)
L r n
TITHE 5 AND THE TOWN'S ROLES AND REGI ATOMS FOR
STORAGE CAPACITY; ( _GAL./CAY /7.48 GAL./CURE?./34.67 CU.FT./PT. _ _� ��_ FT.
THE SUBSURFACE DISPOSAL OF SEWAGE.
REQUIRED _ 2&Q PROVIDED
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
_1.70_
* i ,, ;. t °
r<r s L` d
F r, 5 d
{ ' `�`
WITHIN 6" OF FIN'SHED GRADE,
"F THE SANITARY Cv�TFM SHAI' BE CAPABLE OP
,' ��`� `E
, �'.
°: k "` £ ��l &>.
1000 CALLON PUMP CHAMBER (H--10 & MONO)
WITHSTANDING H-10 LOADING UNLESS T�-+EY ARE UNDER OR W1TH!N
i
\.
•,�, e s" .s ;. „ _ .. 4,M. * ..��.
o n
WEIGHT OF WATER DISPLACED
0 FT. OF DR!`/ES OR PARKING AREAS r 20 LOADING SHALL BE j
REQUIRED FLOW' PER CYCLE _ _ ti0_ GAL,/CYCLE (' BATHRCO"A)
8.5x4.83x 92.74--92.72 x625 52 LBS.
(
USED UN>✓ER R W!TH,N 0 F ,. OF DRIVES 0.. PARKING AREAR.
0 WITHIN '' "
4. ANY MASCNARY UNITS USED TO BRING COVERS TO GRADE SHALL
VOLUME PER CYCLE ��� _ GAL/CYCLE /7.48 GAL./CU. FT, = 14_71_ CU. FT./CYCLE
WEIGHT OF TANK PER MANUFACTURER 9,200 LBS•
BE MORTARED IN PLACE.
-
VOLUME OF WATER IN PIPE 3.14 X 0.00694 X _6SFT. _1_'� CU. FT.
-
WEIGHT OF WATER IN SUMP
5. NO CtTER"A!NAfION HAS BEEN MADE AS i0 COMPLIANCE WITH
TCTAL MINIMUM VOLUME PER CYCLE _ 16-L CU. FT.
"
DEEDED OR ZONING REGULAT 0�.'S. OWNER / APPLICANT IS TO
�..i, �6,70
DISCr ARGE _16.19 CU. FT. / 12.57 CU.F T./FT. _ __1 2 FT. (4' DfA. PIT)
WEIGHT OF CONCRETE
OBTAIN SUCH DETERMINATION FROM .APPROPRIATE AUTHORITY.
III
STORAGE CAPACITY (_110-- GAL./DAY /7.48 GAL./CU.FT./12.57 CU.FT./FT. - _1.17_ FT.
5, UTILITIES SHO��r'_AF;E APPROXIMATE ONLY, EXCAVATION CONTRACTOR
!
_1 1�_ REQUIRED _1,_ PROVIDED
EXCESS WEIGHT TO OFFSET FLOTATION
9200-52 9148 LEIS.
IS TO CALL "DID SAFE" AT 1-88. 4-7233 AT EAST 72 HOURS
PRIOR TO C0MM'ENCING WORK ON SITE,
}SHOREY H-20
(PUMP CHAMBER
L- 6080 LBS.
Q- (OR EQUAL)
ELEV. _ 5.?.
91.87I '0 CHECK .�
VALVE
91.37 ZOELLER SHARK M803
GRINDER PUMP
0.5 HP (MAX.)
FOR EQUAL,
a t S \ 1
6
ELEV. AT INVERT INLET
ELEV.' AT ALAR'A ON ` �.G_ •,: _ v \ SOIL.
ELEV. AT PUMP ON f =' PUMP TEST z8a8
ELEV. AT PUMP OFF `\, / LIMIT C. 5`
BOTTOM �c I1 , i 4;Z- NN CHAMBER F� : ___- =` 99�{?0VERDIG LOT i�6
BO t OM 4, INSIDE E PUMP CHAMBER __ __ , -
T 4 n'• t CIry� �! CHAMBER
\d 99.3 \
BOT I C'M; U. OUT.IIDE PUMP CHAMBER �.,_' , �rt'
"-, 500 GALLON v � 1 �, 5� 3 S�. FT.
, D
vTIC TANK
7r
PUMP CHAMP -
EIGHT, H-� �
i A!F WATE.iC• \\\
r,C WATER CI,.,PLA,CED % r,� •\\ U .Y q�' �• `�.< ``� .
3.12 `•^ �s,•._91.:7 �C2.5 1575 r
T ,r TANK P R tea.";IUFA.CTURER � n*p��
�I GI ; c. �,e�a� L,�
4';E!GIaT OF 1"',' r^ I;•. JJi.AF f� \ ! rf
" 1VVy.* y9.4x
t>._.GH CONCRETE
r'
C •%
C f•".`� 'mil= i
C i
l- •r �
EXCESS ':�.�, �.. , TO OFFSET + .LOT,{ :IOI� � �.
t
s'n
152
7 .
PUMP
99.3 /CHAMBER
Xis `\./. �• J ,
98.9
�`Sy -
�`�, 98.8 r
E" ST;NG SPOTEL EVAT;ON 0010
EX iN10. CONTOUR
I FI° AL SPOT ELEVAT10N r"
r�
FI" -L CONTOUR------[-�-+ 0 i
Sol' T `�T LO'CATIO°. F
- IT�r POLE t•-}-
r G 5 LI L
C' N G' U i !_r r-
CLSSPUO_ C.P.0
��• Sao :_a,
F` �>
G R
°a-a�
N
�
I
I
P U' "P 0"S
r
! PU`k"P OFF
I� vb
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS �aAP` ,__ AS PARCEL 20u
10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
11. ALARM IS TO BE BOTH AUDIO AND VISUAL. }
12. A ZA.BEL A1800 FILTER IS TO BE INSTALLED. j
13, AN ELECTRIC PERMIT IS REQUIRED TO `vMIRE PUNAP AND ALARM. j
14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED 1"r1TH MATERIAL AS SPECIFIED IN 310 C�� R 15,255: r3)-
t 5. SEPTIC TANK AND PUf >' CHA .._ �� Aytc t ,} !^ti ?sk , .00, EJ >•',7
THE MANUFACTUREER.
16. EXISTING SEPTICS fi..RE TO BE PU!-"PED AND R;_':�OV=D ALOi;G `�1TH
` f.}
ti'. ANY ,POLLUTED SOILS ENCOUNTERED.
17. VARIANCES TO TITLE 5 AND YARMOUTH I EGU _ATiONIS:
r- - b ADJUSTMENT 1 ",n
USE OF HALF THE .WATER TABLE ADJUSTMENT (VAR'.. 'JF 1.17' .
: A. Uat L ( )
" A`c
S R
B. NO bL AREA.
;..
18. AD"!ED TO DESIGN IS A GRINDER PUMP INSIDE A PUM? CHAILIBER.
a THi� t,4A."JUFACTURER,
t� 16. EXISTING SEPTICS APE TO BE PUMPED AND REMOVED ALONG WITH
^. r
ANY POLLUTED SOILS ENCOUNTERED. 5g¢
` � Yarmouth IHealth Department
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�� z �« t �e^� � a fg °a n t st
. APP0 v ED a f y "'... ,..re ..... �6''a
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