HomeMy WebLinkAboutEngineered Plans - Rev. 20164" SCHEDULE 40 PVC PIPE CLEAN SAND
EM`Cr77_!1, 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE MIN. PITCH 1/8" PER FT. ---� INSPECTION POR S OIL rEST
TOP OF FOUNDATION
FILTER FABRIC DATE OF SOIL TEST FEBRUARY' _10,'2Q1_P_
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB. SOIL TEST DONE BY SWEETSER ENGINEERING
ELEV.2" PRESSURE PIPE WITNESSED -BY
ITN R NAt)a___
(NAD88) 1*50 PSI MINIMUM ELEV. - 10.88 kMIA VENT
CONCRETE' 6" YAX.
COVERS ELEV. 6.0
MANHOLE QUICK OSSI-ERVA 1110 'N' -,HOLE
COVER DISCONNECT TEE FLOW 48,
PERCOLATION RATE < _-1-- MIN./INCH AT INCHES.
UNION Wcl
ll %J
LERS
" 7.ES a) ELEV.
6
1.00 4" CAST IRON PIPE MAX.
(OR EQUAL) MINIMUM 115.7
PITCH 1/4- PER FT,
LEVEL VINYL
6.70
ELEV.
ABEL A1800 FILTE ELEV. 6 SUMP ELEV 7.53 UNER
DEPTH
HORIZ
TEXTURE COLOR
MOTT. OTHER
70--
Ap
LOAMY SAND 1 OYR4/1
NO ROOTS
107-11-11-
8
LOAMYSAND 10YR6/6
18-78"
C
MEDIUM SAND 10YR7/6
FLOW LINE 7-7n
WATER ENCOUNTERED AT 48" ELEV. 2.0
BACKFLOW VALVE
PIPING IS TO BE i 0�1 DISTRIBUTION ELEV. "�ELEV. = MO
-TMIN. 2 HIGH CAPACITY INFILTRATORS
RE -PLUMBED TO 3/8" DRILL -7-53- 4.00 ELEV. 4.40
EXIT AS SHOWN GAS •-- HOLE BOX' WITH STONE INA
-OR
(BY A LICENSED ELEV. 4.55 BAFFLE TO BE WATER TESTED 11' X 2V X 10" TRENCH F I MATION WELL D E %43 1 G N CALCULATIONS
1r) ZONE A
PLUMBER) ELEV. (TO BE PLACED .ON FIRM BASE) 1 2
NUMBER OF BEDROOMS
3/4- TO 1 1/2- SOIL- ABSORPn o \1 INDEX --;.L4'-9 (1/2016) IN, 0
CHECK GARBAGE DISPOSAL UNIT
VALVE (SAS) ADJUST_j_-7_ TOTAL ESTIMATED FLOW
LIQUID OUTLET WASHED STONE . 1 -1
SYSTEt
DEPTH IEE (TO BE PLACED ON FIRM BASE) (110 GAL./C2./DAY X 2 SR.) 220 GAL./DAY
4 FEET 14 INCHES YERS SRM 4 440 GAL.
REQUIRED SEPTIC TANK CAPACITY - -
5 FEET 19 INCHES 0.4 HP (MAX.)
M
6 FEET 24 INCHES 2000 GALLON ACTUAL SIZE OF SEPTIC TANK _2666 GAL.
P (OR EQUAL) USGS PROBABLE WATER TABLE LESS 1.00' ELEV. = 2.70
16-19A2 GAL.
CAPACITY OF SEPTIC TANK
7 FEET 29 INCHES P U M USGS PROBABLE WATER TABLE ELEV. =
8 FEET 34 INCHES SEPTIC TANK 1�" CONCRETE
SOIL CLASSIFICATION
OBSERVED WATER TAB' -E (2/10/2016) ELEV. = 2.00
12" CONCRETE CHAMBER 704'0 DESIGN PERCOLATION RATE 5--5- MIN./IN.
BOTTOM OF TEST HOLE ELEV. = -
(H-20 & -MONO-) (H-20 & -MONO-) EFFLUENT LOADING RATE _PJA_ GAL./DAY/S.F.
ELEV. AT INVERT. INLET 4.20 LEACHING AREA _32_-R.3_ SQ. FT.
ELEV. AT ALARM ON 2.50 PUMP CHAMBER CALCULATIONS:
(11X24)+(35X2X10/12)
SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP ON 23-3.52
REQUIRED FLOW PER CYCLE .25 X --210- GAL./CYCLE LEACHING CAPACITY (AREA X RATE) GAL./DAY ,
ELEV. AT PUMP OFF�_2_03NOT TO SCALE1.20 VOLUME PER CYCLE __L5�-k GAL/CYCLE /7.48 GAL./CU. FT. _T45__ CU. FT./CYCLE 322.33 X 0.74
TOP OF INSIDE CONCRETE VOLUME OF WATER IN PIPE 3.14 X 0.00694 X FT. _k -M_ CU. FT. RESERVE LEACHING CAPACITY. M 01 GAL./DAY
CAPACITY OF SEPTIC TANK BOTTOM OF INSIDE PUMP CHAMBER TOTAL MINIMUM VOLUME PER CYCLE -VE-5- CU. FT.
5XlOX(5.,33- 1--00--)X7.48 GALLONS BOTTOM OF OUTSIDE E PUMP CHAMBER -0.30 DISCHARGE _Z&_13- CU. FT. / 36.11 CU.FT./FT. FT. (1000 G.S.T.)
STORAGE CAPACITY (-22-fL- GA.L./DAY /7.48 GAL./CU.FT./36.11 CU.FT./FT. = 0-81 FT. NOTES:
_161- REQUIRED 120 PROVIDED 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS. FOR
FULL THE SUBSURFACE OF SEWAGE.
BUOYANCY CALCULATIONS. INUNDATION} 2. ALL COVERS TO SANITADISPOSALRY UNITS SHALL BE BROUGHT TO WITHIN, 6" OF
2000 GALL -ON SEPTIC TANK 1000 GALLON PUMP CHAMBER FINISHED GRADE AND BE WATERTIGHT.
WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED 3. ALL COMPONENTS OF THE SANITARY SYSTEM` SHALL BE CAPABLE OF
11=7.33X64.0 30, 52 LES. 8.25x5.41x(5.55)
xS4.0 15,940 LES. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
WEIGHT OF TANK PER MANUFACTURER 25,(X0 LBS. WEIGHT OF TANK PER MANUFACTURER 9,21DO LBS. 10 FT, OF DRIES OR PARKING AREAS:
H-20 LOADING SHALL BE
WEIGHT OF .12" COINCRETE WEIGHT OF WATER IN I SUMP, USED UNDER OR WITHIN 10 FT. OF DRIVES "OR PARKING AREAS_
gfal 10 BREEZY POINT RD I 0=11.00XI35.0 6,750 LES. 7.75X4.91X0.WXS2.5 1,973 LLS. 4. ANY MASONARY UNITS USED TO BRING COVERS .TO GRADE SHALL
BE MORTARED IN PLACE.'
EXCESS WEIGHT TO OFFSET FLOTATION �','EIGHT OF 12" CONCRETE
5.4 -(250 . W+C750) 08 LES. 7.75X4,91X1,00X135 LSS. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
X)�16%0 PARKING 30062 EXCESS WEIGHT TO OFFSET FLOTATION DEEDED OR "ZONING REGULATIONS. OWNER / APPLICANT IS TO
IN - 5.6 15134-0-(C200+19723+5137) 0S. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
.8 21. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
S 1 00' A. PIPE INVERTS LESS THAN 12" ABOVE ADJUSTED WATER (VAR. OF 0. 5'). PRIOR TO COMMENCING WORK, ON SITE.
_j - _30. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WILL AS,
xTES B . SEPTIC TANK AND PUMP CHAMBER LESS THAN 10'. FROM WATER LINE SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
7.6
6 2 (VAR. OF 5
x 5. IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
C. LESS THAN FULL WATER TABLE ADJUSTMENT (VAR. OF 1.0').
8. PARCEL IS IN FLOOb-ZO E
D. SYSTEM �fri�Alqz> �ABON-7LI �IdJU5 fc�-u
N S
k BOX
(VAR. OF 1.0').
9. LOT IS SHOWN ON ASSESSORS MAP
Pump 34__AS PARCEL
x 7.7
E. SOIL ABSOPIRTION SYSTEM LESS THAN 10' FROM LOT LINE (VAR. OF 4').
10 PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
CHAMBER L LIMIT OF 5' F. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION (VAR. OF 11').
11. ALARM IS TO BE BOTH AUDIO AND VISUAL.
(VAR./OF 20').
G. SOIL ABSORPTION SYSTEM LESS THAN
FROM WETLAND (VAR./
OVERDIG, 8.0 AN 100
qVI 12, A ZABEL A1800 FILTER IS TO BE INSTALLED.
H NO RESERVE AREA.
7.6 M.
13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALAR
x 8.1
14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
x
6.3 FOR A MM MUM OF 5' AROUND SOIL ABSORPTION SYSTEM, AND BE
.255:(3).
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CNIR 15
2000 GALLON
rc
J,
3 • 15. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATERPROOFED AT
SEPTIC T
A IN K 8.2 8.6
x ,tLl I
THE MANUFACTURER AND HAVE ELASTOMERIC SEALS INSTALLED.
's
6.5. 8.5
'\40 L 16. THE SEPTIC TANK AND PUMP CHAMBER ARE TO BE H-20 AND "MONO"
v W� TANKS IF AVAILABLE.
8. es emplj; Cn,-x -APED AND BACKFILLED.
u � � I
1 17. EXISTING CESSPOOL IS TO BE PUf
5.1 "'..41 , " I,-
5.4 ELEV, 18. DISTRIBUTION BOX IS TO BE A LOW PROFILE.
Ix ,VL
�x
4. '49. PARCEL IS TO BE DEED RESTRICTED TO 2 BEDROOM MAXIMUM FLOW.
s 1
20. THE FLOAT SWITCH FOR PUMP ON IS TO BE TETHERED WITH A STAINLESS
,
STEEL 'EL CLAMP AND BE TESTED PRIOR -10 ACTIVATION OF THE SYSTEM.
LIBERTY MAKE A DIAL ACTIVATION PUMP WHICH MAY BE SUBSTITUTED,
ASPHALT COAT
A0 k!L NIINYL ELEV.
------------
RMEDWET) ARPRI OV tLED DO ARD Ot HEAD
4.1
11AY 0 4 ZU16
HEALT��T.� DATE AGENT
x 4.3 5.0
61
vslja for rmpmu oF sr -mm 5YSTB1^F ELEV = 3.5
1-y4v'e-d lo. Slade. anti LoCol. sevfic voriancesi•
bu,ro"Of lz�t-% revkw anti lipproval is rcinu.ircd for,
I &V puto
U�l
46;
77 77
-V
S7OT ELEVATION -0.0
CC': TOUR ---- 00 ----
AL ELEVATIC�lG.
f r^L C 0 N T 0 P __ =10
St'DIL TEST LOCATION
UT!L!TY POLE
TOVA .%' WATER
CATCH 8 _ASI!'d
GAS LINE
p
CESSPOOL
CLEANCUT -=-,-1C. 0.
(14f, (4) -
0 4 5
0 Wly 4;14.
17,698 S.F 4.0
o _4 41
1. 8
tz,
1,8
V," LL SCH0VATIC
(SEE CONSTRUCTION I PLANS
AND INSPECTION SCHEDULE)
t
,7,
Tb
P� U jrC
k-1 HES DE IL
ALARM ON
PUMP ON
IN PUMP OFF lc
►�
d,
11 -
V^•
12" CONCRETE. 01
if
SOUTT",
Y, �OLTT_Elp lr1ts,
OLID
A!/,!/" ST
Z
ST
SBi P -7-1C D S 1 1 17
FOR
k'L; 111 c tT.,7Z
OT 4-59 -11110 Er-T376ZY P011-4 1. R-1
)C. &4
657 F717 F.72 -.7,
3U7.
203 SETUCKET ROAD
508- P. 0. BOX 713
385-69-00 SOUTH DENNIS, MASS.
02660
DATE FEB. 11, 2016 1 SCALE 1 20
MAR 19, 20161 SOBNQ7658-00
LOCATION MAP REV. CSHEET I OF, 1
C.- �558 1PROJ� 7658-00 \dwg7668-SAS.D3'G 0 2016 SWEETSER ENGINEERING
" � , i �. ' i' � ' ' : � ,� � - � - � �
: :� .i. : ;�: � • � � � a �o : e :+ : ,� =
, - - - _ - - ,.
" ,: • • . •
� � r
� «- - � � � � - -,
a� ' � . . 1 1 ! f � � "3 3'�" ��� �'�
� !� ��Oi: � ��9
/r� ♦: t- �' / : �, -a` �� �� ��,4 � " �r ,
'/� 7 �?'
/ /r � l �'- /► �' ��r
F / � � � 9 �n
/ ' / / ' � : / f
� +� •
� — �, � • ��,���\�\'�\�\�;��\��\��
• I /`�//j.�'
//'%�,
� ,, •
•
�j ;: �
��
t
� �' w '�
� a �'�l �_ . �� � •� � �,l.���._
� � . .
1
� .: ... ,1_. �._.a,._�..�.
� � •
� � � ����:ii :
i%i�%�'i%i�-�.%�%i'.�i�/�%i%�%i�f\ � � - �.
�� � -
� _ 1 •�.
�
. � , .
a_-� � . .� �
�. � � :._ ' _� �:'�� �i� !_�. �`�1.
i
� a' � 1 S:i �... � > ��� �.a `�
� � ♦ . 1• •;. ��• a1 � ';a '"_s �� �1 ��i_
►.~�_ � *:a ����� 1 .
R
� � � ,
• � .
° — _ _ �` ,�, t�r ����� '-��[_ ;..y:s
:' `` -
: � y� _ ; ; ��:,� � � - �
s }i .
x � .� � • � :��> � � lti_ / � l :!{'��%+'.�' ,�! I,;�' ;iJ
� �t1"_ �' � .�
_ _ �.� I�a 'i. .� t�.:: l
� � , ,�
. „ ,
� ,� �� _1, Y� i�%�, _ � :,�� r�y� --
. . , . ,.
� ,
. , - . .,, . _�_. �
. . .. � .. � . _ . �
. � .. � . �, .., ._ , �_. . .. ��'ii� • . _. ,�_,- L:•_• .
,Ii ../I : ��! - .'" � !�1
•• _ �� .� � i.
1,1�=�r /