HomeMy WebLinkAboutEngineer PlanFINISHED GRADE
@ FOUNDATION = 14.4'±
PROP. SCH. 40
PVC SEWER
8't
MIN. SLOPE (a�
FINISH GRADE OVER D-BOX = 15.3't
REMOVABLE WATER -TIGHT COVER OVER
RISER TO WITHIN 6" OF FINISHED GRADE
5" DIA. OUTLET(S)
9" MIN.
36 MAX.
L=131 t
PROVIDE WATERTIGHT
4" PVC IN FROM JOINTS (TYP.)
I SEPTIC TANK 4" PVC OUT TO
0 LEACHING FACILITY
12" 6"
12.50'-J 48" `-OUTLET TEE 12.10, MIN. 11. 3'
TEES TO BE CENTERED GAS BAFFLE 6" CRUSHED STONE
DIRECTLY UNDER RISERS OVER MECHANICALLY
13.2' OFFSET TO FND COMPACTED BASE
6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX
OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE
COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET
PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL.
T0 t,171 Y ..7T• ",, . LENGTH 10'-6' WIDTH 5'-8" DEPTH 5'-8" (Dimensions per CROSS p SECTION VIEW
SEPTIC- PROFILE ACME/Shorey) DST(�®%U_tOl EO DETAIL
F "': TaI 1` 17N.r <§"_> ", I D:r L`' NOT TO SCALE NOT TO SCALE
#10
SWING -TIES .'� EXISTING
2-BEDROOM
F.G. OVER TANK EL.=14.6' - 15.0'
9" MIN.
36" MAX.
/-PROP. SCH. 40
PVC SEWER
6" 3" 2�� DROP MIN. :13-1
3" DROP MAX. 3„9
14"
INLET TEE
DESCRIPTION
HC
BC
TANK COVER IN (1)
39.0'
17.2'
TANK COVER OUT (2)
37.4'
21.1'
CORNER OF STONE (3)
43.1'
28.6'
CORNER OF STONE (4)
34.7'
37.8'
CORNER OF STONE (5)
25.5'
31.5'
CORNER OF STONE (6)
27.2'
40.7'
CORNER OF STONE (7)
46.6'
53.4'
CORNER OF STONE (8)
52.3'
39.6'
-PROPOSED EXTENSION RISER
WITH COVER OVER INLET &
OUTLET TO WITHIN 6" OF F.G.
21" MIN. ACCESS
COVER (TYP.)-\
\-12.25'
` DWELLING
N I Yi % (FULL BASEMEI
OQ�
i
OJT MAP 23
LOT 79
i 3' GL
�0
r\vN1
057
BUSH v
QpJ ; C (TYP) `�°o
till
�
MAP 23
EXISTING LEACHING U.P.t1
CATCH -BASIN (TYP. OF 2) LOT 80 \ \ 7
9,600t S.F.-7
9
00 j �\\ \BOO \�
EXISTING Benchmark 14 \
\
2-BEDROOM Bulkhead Comer
r
0
UI Clf'•UnMf 11 C AA rllfr%
t V./ \/
sr
DIMENSIONS
SCALE: 1" = 20'
FINISH GRADE OVER CHAMBERS = 14.6' - 15.3'
SLOPE @ 2% MIN. OVER SYSTEM
\-5' MIN
CHAMBER DE T AILS
NOT TO SCALE
EXISTING SHED TO I 1
BE REMOVED AT
TIME OF UTILIZING
RESERVE AREA
RESERVE AREA
CAPACITY = 472 GPD
Elev. = 14.84'
O / DWELLING \ :.._, (FULL BASEMENT) \1 N.A.V.D. 88
�I,r41
i PROPOSED 1,500 GALLON
���` .�, : �,�' 13„ , =t SEPTIC TANK
-f
00
MAP 23-
LOT 81 j �t cgs ,�. 1) i� \ \ \, \
HC e PATIO% A��
/os' 121 SHED O 1
'moo 'ems _ �'` (2 i 3)
PROPOSED
DISTRIBUTION BOX
x 14.7 4 ell,
'! /
Z \\ T 3 �.. TP 4` a IP>< ?LT( ATC _3
a -01
v 15x0' \
x14.7 P�1 .. 14x8' : '� 10 S'/� MAP 23
L ►'r LOT 61
/.
..
/ x14.6
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. ENTIRE PROPERTY IS NOT LOCATED WITHIN A MASS DEP ZONE II.
4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR
THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE
FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY
ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT IN THE FIELD.
7
�2 )
STUMP -�v X14.5���
/x MAP 23
LOT 60
SITE PLAN
SCALE: 1" = 10'
PROPOSED SIX (6) LC-6
LEACHING CHAMBERS w/ STONE
REMOVE ALL UNSUITABLE
MATERIAL DOWN TO "C" SOIL &
REPLACE w/ CLEAN, COARSE
SAND PER 310 CMR 255(5)
9
W
LOCUS PLAN
SCALE: 1" =1000'
DESIGN DATA
NUMBER OF BEDROOMS (EXISTING) 2
NUMBER OF BEDROOMS (DESIGN) 4
DESIGN FLOW 110 GAUDAY/BEDROOM
TOTAL DESIGN FLOW 440 GAUDAY
DESIGN FLOW x 200 = 880 . GAUDAY
MAP 23 USE PROPOSED 1,500 GALLON SEPTIC TANK
LOT 62
3/4" TO 1-1/2" DOUBLE WASHED
STONE TO CROWN OF PIPE
3" TO 1/2" DOUBLE WASHED
')EOTEXTILE FILTER FABRIC
1.
2.
3.
GENERAL NIOTES
UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
CODE AND ANY APPLICABLE LOCAL RULES.
ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
-
R ON ALL
w/ PIPED
SYSTEM UNLESS OTHERWISE NOTED.
VITHIN 6"
GRADE-""'4.
TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
ELEVATION = 12.20' FOR A DISTANCE OF IVAROUND 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
THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
0
5.
SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
0 0
6.
THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
o0
7.
LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
oo
NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
AND DESIGN ENGINEER.
3.00' 4.0'
8•
ELEVATIONS BASED ON N.A.V.D. 88 DATUM. SEE BENCHMARK LOCATION AND ELEVATION
(TYP.)
SHOWN ON PLAN.
9.
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
11.00'
THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CHAMBER END VIEW
1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
TO THE DESIGN ENGINEER.
10.
ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
_
11.
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
IS TO OBTAIN SUCH DETERMINATION FROM
� `
//
I EST P I � Df�.TA
-D,
APPROPRIATE AUTHORITY.PLICANT
PERC NO. N/A
12.
ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
jj `
INSPECTOR: Barry Lewis (BOH)
UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
G
EVALUATOR: Michael Pimentel, EIT, CSE
TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
1 �
C.S.E. APPROVAL DATE; Oct. 27, 1999
13.
DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
DATE: July 18, 2024
14.
WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
TEST PIT #: 1 & 2
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
ELEV TOP = 14.80'
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(5).
=�1
ELEV WATER = 5.50'*
15.
CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
_
PERC RATE < 2 min./inch
16.
PROPOSED PROJECT IS LOCATED WITHIN:
DEPTH OF PERC = 4811- 6611
ASSESSOR'S MAP 23 LOT 80
>;
TEXTURAL CLASS: I
OWNER OF RECORD: DOMENIC CAPOZZI & MARY A. CAPOZZI, TRUSTEES OF THE
D & M CAPOZZI FAMILY REVOCABLE TRUST OF 2002
ADDRESS: 410 UPHAM STREET
0
3611
/ B
lll) 1 48"
Perc
6611
i
INSTALL (6) LC-6 LEACHING CHAMBERS w/ STONE
SIDEWALL CAPACITY
(TOTAL PERIMETER) (1' HIGH) (0.74 GPD/S.F.) = GAUDAY
(111.0') (1') (0.74 GPD/ S.F.) = 82.1 GAUDAY
BOTTOM CAPACITY
(FOOTPRINT AREA) (0.74 GPD/S.F.) = GAUDAY
(489 S.F.) (0.74 GPD/S.F.) = 361.9 GAUDAY
TOTALS:
TOTAL NUMBER OF CHAMBERS 6
TOTAL LEACHING AREA 600.0 SQ.FT.
TOTAL LEACHING CAPACITY 444.0 GAL./DAY
RESERVED FOR BOARD OF HEALTH USE
C
111.6"
132"
136"
C
111.611
132"
136"
14.80 MELROSE MA 02176
FEMA FLOOD ZONE X & X (<500)
COMMUNITY PANEL # 25001CO588J
11.80, 17. DEED REFERENCE: L.C.C. #236207
18. PLAN REFERENCE: L.C. PLAN 11435-A
10.80, 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
9.30, FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
21. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
5.50,
3.80'
3.47' - -- - --- --
TEST PIT DATA
PERC NO. N/A
INSPECTOR: Barry Lewis (BOH)
EVALUATOR: Michael Pimentel, EIT, CSE
C.S.E. APPROVAL DATE: Oct. 27, 1999
DATE: July 18, 2G24
TEST PIT #: 3 & 4
ELEV TOP = 15.00,
ELEV WATER = 5.70'*
PERC RATE _
DEPTH OF PERC =
TEXTURAL CLASS: I
t1�
Fill
4211 1
B Loamy Sand
4811 10Yr 5/6 11.00,
Med. to Fine Sand
2.5Y 6/6
Adjusted a�111_6'__
Weeping @ 132"
15.00'
LEGEND
x50.O'
EXISTING SPOT GRADE
- - 50 -
- EXISTING CONTOUR
PROPOSED CONTOUR
50 1
PROPOSED SPOT GRADE AUG 0 6 ?0e4
GAS
EXISTING GAS LINE HEALTH DEPT.
O f H f W
EXISTING OVER HEAD WIRES
W W
EXISTING WATER LINE
E E
EXISTING UNDERGROUND ELECTRIC LINE
LSA
EXISTING LANDSCAPED AREA
TEST PIT LOCATION
O O O
PROPOSED 1,500 GALLON SEPTIC TANK
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
13
PROPOSED DISTRIBUTION BOX
U
PROPOSED LC-6 CONCRETE LEACHING CHAMBER
REV.
DATE
BY
APP'D.
DESCRIPTION
_
PROPOSED SEPTIC SYSTEM PLAN
P�,�A ❑F MASs�c PREPARED FOR
�d JOH N L. y��^S„
o CHURCHILL R. ROBERT B. OUR CO., INC.
CIVIL
N0. 066
,r� j rsr LOCATED AT
5.70' L ,3 10 MERRYMOUNT ROAD
( WEST YARMOUTH, MA 02673
4.00' --I
SCALE: 1 INCH = 10 FT. DATE: AUGUST 1, 2024
3.67' 0 5 10 20 40 FEET
*BASED ON THE CAPE COD
COMMISSION METHOD
INDEX WELL: MIW 29
WATER -LEVEL RANGE ZONE: B
WATER DEPTH READING: 7_4'
WATER DEPTH READING DATE: 6-20-24
WATER -LEVEL ADJUSTMENT: 1.7' (20.4")
OF M,4 _ _
° JOHN L. otiG�IriT PREPARED BY
CHURCHILL JR.
CIVIL ; JC ENGINEERING, INC.
`�
NO. 41 D7 2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
T�.
Drawn By: JTC Designed By: MCP I Checked By: JLC JOB No. 7921