HomeMy WebLinkAbout74 Shaker Rd septic plansT.O.F. EL.- 45.6'f
FINISHED GRADE
@ FOUNDATION = 45.5'±
PROP. SCH, 40
PVC SBAJ1ER_
PeIN 5L0P1.:,-1 1
Benchmark
Nail in 24" Tree
Elev. = 41.25'
Approx. M.S.L.
MAP 115
LOT 44
PROVIDE EXTENSION RISER
WITH COVER OVER INLET &
OUTLET TO WITHIN 6" OF F.G.
21" MIN- ACCESS
COVER (3 TYP.)--\
FINISH GRADE OVER TANK EL.=
42.0'±
9" MIN.
36" MAX.
`-PROP. SCH. 40
PVC SEWER
MIN SLOPE A 19G.
38.2
OUTLET TEE
38.5- --I TEES TO BE CENTERED GAS BAFFLE
11.8 OFFSE+,III-F
DIRECTLY UNDER RISERS
6" CRUSHED STONE I i
OVER MECHANICALLY
COMPACTED BASE C C C M C
PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK
LENGTH 10'-0" WIDTH 51-81i DEPTH 5'-8of
(Dimensions per
V %� ) i L. L_ ACME/Shorey)
NOT TO SCALE
MAP 115
LOT 46.1
50, 595± S . F
EXISTING LEACHING
CATCH -BASIN
6�, 3"
1'3T"
\- INLET TEE
Q7
!
85'. 00,
f�77 'TT H
(qp, I,y/ pE ` 0 wsE ROADEDGE\ _
N
WAYS OF pEM
2" DROP MIN. ► -
3" DROP MAX. 3" 9"
14"
48"
SITE PLAN
SCALE 1" = 20'
FINISH GRADE OVER D-BOX = 40.5'
r--- REMOVABLE WATER -TIGHT COVER OVER
RISER TO WITHIN 6" OF FINISHED GRADE
5" DIA. 0UTLET(S)
I
9"MIN.
36"MAX.
PROVIDE WATERTIGHT
4" PVC IN FROM JOINTS (TYP.)
SEPTIC TANK 4 PVC OUT TO
LEACHING FACILITY
1!LOVER
38.00' / M37.83'
CRUSHED STONE
MECHANICALLY
COMPACTED BASE
5 OUTLET DISTRIBUTION BOX
TO BE INSTALLED ON A LEVEL STABLE
BASE. FIRST TWO FEET OF OUTLET
PIPES TO BE LAID LEVEL.
CROSS SECTION VIEW
H-20 oto i III u i It�_jOv L)%,j)\ DETAIL
NOT TO SCALE
�Q
•v
( a
V
Z �
0
FINISH GRADE OVER CHAMBERS = 39.4' - 40.51 GENERAL NOTES
SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
4" SCHEDULE 40 PVC
STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL MIN SLOPE 1% 2" OF 1/8" TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
` DESIGN ENGINEER
1 TOP OF SAS = 38. j0' PLACE RISERS ON ALL 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
9" MIN. CHAMBERS WITH PIPED
3%.r3� 36" �v+� SYSTEM UNLESS OTHERWISE NOTED.
I BREAKOUT EL = 38.00' INLETS TO WITHIN 6" OF
FINISHED GRADE 1 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
ELEVATION = 38.00' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
O O O C%CICP O O o o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
o [ � D c� 5. SLOPE ALL SOLID P .O% MINA IMUM.
oQ THIS SYSTEM IS T DESIGNED F
_ _
o OR A GARBAGE DISPOSAL.
2' o o CDC:)
7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
D CDC)
FILL
NG
EN SYSTEM
EARLY COMPLETE AND READY
o Q a o 00 �o I
NOT TO BEBACKFILLED I WITHOUT HOUT FIRST OBTAN OBTAINING APPROVAL FROM ROM BOARD OF HEALTH
�� ka I AND DESIGN ENGINEER
4.0' m - - g-5' (TYP) - --- 4.0'
i1 n' n n' B. EI EVATICOMS oncL_" nN,l %PPRO�((A�ATC RAC 1 rlAT1111A CCC RCAI/`t...lh��Pl! �I CVAT',,,N AcJ
4.0 I 4 83r I y.V Lt- 1 v U/'\JLV l!t flf V 1 1/'{ 1 L IYi. J. L. ✓r\ 1 L/tYl. ../t_L VLl.li/ 11V 1\ l tL /'\! IV 4
F7 (TYC7P.) SHOWN ON PLAN.
17-"35.50,
HC-1-\ b 1--'
��H`C-t-2
I TOF=45.6'±--- .
rn
_v
C7
a
0o
m
L
33.5
GROUND WATER ELEV.= < 28.60 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
12.83' THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
3 - 500 GALLON CHAMBERS 5' MIN. 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES, REPORT ANY DISCREPANCIES
TYPICAL CHAMBER PROFILE CHAMBER END VIEW TO THE DESIGN ENGINEER.
6)
N
3)
SEPTIC DIMENSIONS & SWING -TIES
SCALE: 1" = 20'
SWING -TIES
DESCRIPTION
HC-1
HC-2
SEPTIC COVER IN (1)
41.5'
19.2'
SEPTIC COVER OUT (2)
34.0'
15.1'
CORNER OF STONE (3)
45.6'
29-0'
CORNER OF STONE (4)
24.6'
33.4'
CORNER OF STONE (5)
37.2'
44.2'
CORNER OF STONE (6)
53.5'
40.9'
NOTES:
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP
EDGE OF EACH SEPTIC SYSTEM COMPONENT.
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE
LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE
CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN.
REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS
ARE NOT CONSISTENT WITH TEST PIT DATA.
3.) PROPERTY IS LOCATED WITHIN A DEP Af-PROVED ZONE 11,
4.) SWING TIES SHOWN ON THIS PLAN ARE-ROVIDED ONLY AS A
COURTESY FOR THE INSTALLER, INSTALLE" SHALL VERIFY SWING
TIE MEASUREMENTS IN THE FIELD PRIOR TC INSTALLING THE
SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF
MEASUREMENTS APPEAR TO BE INCORREC'
H_/-O CH r JETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT
NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
TFST PIT - DATA
REGULATIONS. OWNERIAPP LICANT IS TO OBTAIN SUCH DETERMINATION FROM
�• • � - � APPROPRIATE AUTHORITY.
i. • • •' 'Z PERC NO. N/A
•
;� ,• . ',�/3 . ; W 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
_- • .,;,� • U .�Tj,� INSPECTOR: Barry Lewis (BOH) UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES. OR
armo
• • • • , ••:. - ' • :. , • , i EVALUATOR: Michael Pimentel. EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
••�� ^' '' • • • • " ••• ` r' C.S E. APPRO�eptember
L DATE: Oct. 27, 1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
11 Vtttlll CCCFII •- ��" DATE: 17, 2024
• . j .�., • • 14, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
f+r' • LOCUS l u TEST PIT #: 1 & 2 MATERIAL IN AREA BENEATH AND FOR 5 FT ON ALL SIDES OF LEACHING FACILITY.
toes'' • •; � REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY.
/� . •". ELEV TOP = 41.50' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
1 �`'' `. • . • ELEV WATER = < 30.50'
,� • 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
}t '' • ' PERC RATE - SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
• 16. PROPOSED PROJECT IS LOCATED WITHIN:
i� r�:
DEPTH OF PERC =
• • ' .• ASSESSOR'S MAP 115 LOT 46.1
TEXTURAL CLASS: T
`•`• •'. �,. _.11• r �Sia• ;, ;'•1 • • •�/ OWNER OF RECORD: VIDA R. MORRIS
'� • ` ' • f` f' •' 00
1' ADDRESS: 74 SHAKER HOUSE ROAD
no
• ' • YARMOUTH PORT, MA 02675
• ^ • W114,
" • • •/ • • • • v ••
•• .p, # • Loamy Sand FEMA FLOOD ZONE X
I i •irt7�� �fr .C.,�)� fl �.. A 10Yr3/1 COMMUNITY PANEL # 25001C0578J
• • , 12" 40.50' 17. DEED REFERENCE BOOK 12386, PAGE 329
• ZONE I• •'
,�'� %• Loamy Sand 18, PLAN REFERENCE: PLAN BOOK 187. PAGE 149
• ~ �r� . ' f B 1 OYr 5/6
•• „ / �• �. 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
42" 38 00' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
•l•,J�'""`1 1tt FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
• •. L �!) %1(i� '� i FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
•)
i'i / •i✓+� il�" Q I nbern 21 OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
C / / I Med. to Coarse Sand
2.5Y 616
LOCUS PLAN
SCALE 1" = 1000'
30-5U
N ottling, Standing or Weeping Observed
DESIGN DATA
TEST = DAB;
PERC NO. N/A
NUMBER OF BEDROOMS (EXISTING 3
INSPECTOR: Barry Lewis (BOH)
NUMBER OF BEDROOliAS (DESIGN 4
EVALUATOR: Michael Pimentel, EIT. CSE
DESIGN FLOW 110 GA AY/BEDROOM
C.S.E. APPROVAL DATE: Oct. 27, 1999
TOTAL DESIGN FLOW 440 GAUDAY
DATE. September 17, 2024
DESIGN FLOW x 200 = 880 GAUDAY
TEST PIT #: 3 & 4
USE PROPOSED 1,50 LLON SEPTIC TANK
ELEV TOP = 39.60'
ELEV WATER = < 28.60'
PERC RATE = < 2 min./inch
DEPTH OF PERC = 12" - 30"
INSTALL 3 - 500 GAL. CHAMBERS w/ STONE
TEXTURAL CLASS: I
SIDEWALL CAPACITY
(LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.7D/S.F.) = GAUDAY
(33.5' x 12.83') (2) (2') (0,74 GPD/ S.F.) 37.1 GAUDAY
0" 39.60'
Loamy Sand
BOTTOM CAPACITY
A
1 OYr 3/1
(LENGTH x WIDTH) (0.74 GPD/S.F. - GAUDAY
12" 38.60'
(33.5' x 12.83') (0.74 GPD/S.F.) = 318.1 GAUDAY
Perc
30 ) i 10'
TOTALS:
TOTAL NUMBER OF CHAMBERS 3
TOTAL LEACHING AREA 615.1 SOFT.
TOTAL LEACHING CAPACITY GAL./DAY
RESERVED FOR BOARD OF HEALTH USE
B Loamy Sand
I 10Yr 5/6
C
132"
No�li
l�
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
II 16 z
Date
LEGENE
50xO'
EXISTING SPOT GRADE
- - - 50 -
EXISTING CONTOUR
PROPOSED CONTOUR
F5_0__j
PROPOSED SPOT GRADE
EXISTING GAS LINE
EXISTING OVERHEAD UTILITIES F-77 -
OCT 0 8 �OY4
EXISTING WATER LINE
HEALTH DEPT.
%
TEST PIT LOCATION
O O O
PROPOSED 1,500 GALLON SEPTIC TANK
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
Q
PROPOSED H-20 DISTRIBUTION BOX
QPROPOSED
500 GALLON H-20 LEACHING CHAMBER
34.60'
ZN ❑r �tiv
ro JOHN L.
j cHUR,`!'.L R.
Med. to Coarse Sand ' NO >ss
2.5Y 616
i
28.60'
nding or Weeping Observed
PROPOSED SEPTIC SYSTEM PLAN
PREPARED FOR:
ROBERT B. OUR CO., INC.
LOCATED AT
74 SHAKER HOUSE ROAD
YARMOUTH PORT, MA 02675
SCALE: 1 INCH = 20 FT DATE: OCTOBER 7, 2024
0 10 20 40 80 FEET
PREPARED BY
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
Drawn By JTC Designed By MCP Checked By AC JOB No. 8102