HomeMy WebLinkAboutEngineered Plan - 2015/-- T.O.F. EL.= 31.3''±'
FINISH GRADE
@ FND. EL.= 29.7''}
EXISTING 4"
SEWER PIPE
PROVIDE H.D.P.E. RISER
w/ COVER TO WITHIN 6"
OF F.G. (TYP OF 2)
20" MIN. ACCESS
COVER (TYP. OF 3)-1
F.G. OVER TANK ELI = 30.01±
PROPOSED 4"
PVC SEWER PIPE
6" 3" 3" DROP MAX I9„ I /�
2" DROP MIN MIN. SLOP @Ir
13"
1491 J
CONTRACTOR CONTRACTOR SHALL
SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE
AND CONDITION OF I EXISTING TEES (
EXISTING SEPTIC AND REPLACE AS GA I BAFFLE
TANK NECESSARY I
EXISTING 1,000 GALLON CONCRETE SEPTIC TANK
*CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR S r �I � ®�' " PROFILE
TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE
NOTES:
MAP 89
PARCEL 169
20"E
FINISH GRADE OVER D -BOX = 29.71±
REMOVABLE WATER -TIGHT COVER OVER
RISER TO WITHIN 6" OF FINISHED GRADE
/-5" DIA. OUTLET(S)
It t
9" MIN.
36" MAX.
PROVIDE WATERTIGHT
L = 40 ± JOINTS (TYP.)
4" PVC IN FROM
SEPTIC TANK O 4" PVC OUT TO
LEACHING FACILITY
n
26.67' MIN. 6'
26.50'
6" CRUSHED STONE
OVER 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
DISTRIBUTION BOAC DETAIL
NOT TO SCALE
PROPOSED TOTAL 21 ARC 36
X (#3613BD) CHAMBERS IN A FIELD
XCONFIGURATION
x29.4
N7g° 15 / o vTP 1
/ 100.00 0
1 / 29xr-
1 _ ( 1
j x28.8 I co O
a�
PROPOSED INSPECTION PORT WITH
\ ACCESS BOX (TYP OF 2)
(4 X29.5
BIT. DRIVEWAY /
Co -
x29.3
t
DECK
w
HC -2
w
ryW 0/yiW GAS ----- GAS
1
it
HC -2
CHAMBER CORNER (1) w
C-1
26.0'
GENERAL NOTES
FINISHED GRADE OVER CHAMBERS =
tom, AAs
CHAMBER CORNER (3)'
52.7'
SLOPE @ 2% MIN.
SAS
22.1'
18.2'
Yarmouth t
s:
1.
UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
C.S.E. APPROVAL DAT : Oct. 1999
li
rf-
METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
THEY SHALL WITHSTAND H-20 LOADING.
N the
DATE: June 3, 2015
1
/
yj
2.
ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
ELEV TOP = 29.50'
14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
X29.2
mss:
I
rz
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
3,
I
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
mp
mol
o
,
r
m
o
og
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
IN �i
,> i4
TEXTURAL CLASS: 1
16. PROPOSED PROJECT IS LOCATED WITHIN:
w
SYSTEM UNLESS OTHERWISE NOTED.
Z
1
m
z
-1
�-2--
11 /
40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
t7.13Y"(TYP)i
13"
MAP 89
5.
PARCEL 170
2.875' (34.5")--I
1
10,000 S.F.±
(NP)
1
LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
1
1
FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
8.63'
1
AND DESIGN ENGINEER.
1
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 NOT IS LOCATED WITH A DEP APPROVED ZONE 2.
#68
EXISTING
3 -BEDROOM
DWELLING
TOF = 31.3'±
17
BH
nw
S79° 15' 20
100.00
MAP 79
PARCEL 30
SITE PLAN
SCALE: 1" = 10'
X29.7
MAP 89
PARCEL 164
29.6
_'10
�1�111:
nis
0-.7
in Fence Post
= 31.00'
rox. M.S.L.
- PROPOSED
(3) DISTRIBUTION BOX
x .7 ^�
A
X29.9
0/
I
SCHEDULE 40 PVC MIN. SLOPE 1%
INSPECTION PORT WITH
ACCESS BOX TO WITHIN 3" OF
F.G. (ONE PER OUTER ROW)
'' `EXISTING LEACHING PIT TO BE
PUMPED U FILLED WITH CLEAN,
o^Ilk�V COARSE SAND AND ABANDOIv+ED
14" OAK ' rn�
o
MAP 89
PARCEL 163
I 'm
I x30.3 4/ n
X30.4
9" MIN.
36" MAX. /-TOP OF SAS / B.O. = 26.89'
25.81' (laid flat)
5.0'
(TYP.)
nr n
EXISTING 1,000 GALLON
SEPTIC TANK TO BE
i N
UTILIZED IN T FITS DESIGN
�o
0
oWo
m
i<
ISHED
X
MAP 79
PARCEL 53
SWING -TIES
1.08'
(TYP.)
(TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION
GROUND WATER ELEV.= < 19.00' CHAMBERS (END VIEW)] OF 31.00' ESTABLISHED ON A NAIL SET IN A FENCE POST AS SHOWN ON PLAN.
CHAMBERS(PROFILE)9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
(BY INFILTRATOR SYSTEMS, INC.) 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
G ® p� p TO THE DESIGN ENGINEER.
ARC6 (#36 ®� CHAMBERS
RS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE
NOT TO SCALE
DESCRIPTION
it
HC -2
CHAMBER CORNER (1) w
29.0'
26.0'
GENERAL NOTES
FINISHED GRADE OVER CHAMBERS =
29.4'- 29.7'
CHAMBER CORNER (3)'
52.7'
SLOPE @ 2% MIN.
CHAMBER CORNER (4)
22.1'
18.2'
Yarmouth t
s:
1.
UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
C.S.E. APPROVAL DAT : Oct. 1999
li
rf-
METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
THEY SHALL WITHSTAND H-20 LOADING.
N the
DATE: June 3, 2015
CODE AND ANY APPLICABLE LOCAL RULES.
yj
2.
ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
ELEV TOP = 29.50'
14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
DESIGN ENGINEER.
mss:
I
ELEV WATER = < 19.00'
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
3,
2
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
PERC RATE _ < min./inch
15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
3.
4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
IN �i
,> i4
TEXTURAL CLASS: 1
16. PROPOSED PROJECT IS LOCATED WITHIN:
SYSTEM UNLESS OTHERWISE NOTED.
4.
TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
ELEVATION = 26.89' 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
t7.13Y"(TYP)i
13"
THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
5.
SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
2.875' (34.5")--I
6.
THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
(NP)
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
8.63'
NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
AND DESIGN ENGINEER.
(TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION
GROUND WATER ELEV.= < 19.00' CHAMBERS (END VIEW)] OF 31.00' ESTABLISHED ON A NAIL SET IN A FENCE POST AS SHOWN ON PLAN.
CHAMBERS(PROFILE)9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
(BY INFILTRATOR SYSTEMS, INC.) 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
G ® p� p TO THE DESIGN ENGINEER.
ARC6 (#36 ®� CHAMBERS
RS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE
NOT TO SCALE
DESCRIPTION
HCA
HC -2
CHAMBER CORNER (1) w
29.0'
26.0'
CHAMBER CORNER (2)
56.0'
35.6'
CHAMBER CORNER (3)'
52.7'
30.4'
CHAMBER CORNER (4)
22.1'
18.2'
LOCUS PLAN
SCALE: 1" = 1000'
W & .. AT
NUMBER OF BEDROOMS (DESIGN) 3
DESIGN FLOW 110 GAUDAY/BEDROOM
TOTAL DESIGN FLOW 330 GAUDAY
DESIGN FLOW X 200 % = 660 GAUDAY
USE EXISTING 1,000 GALLON SEPTIC TANK
INSTALL 21 -ARC 36 (#36136D) CHAMBERS
SYSTEM CAPACITY �
Fill
I
MADE WATERTIGHT.
nd
TEST PIT DATA
DATA
Loamy S
nd
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
any futiire additiois/rcnuvati(lns/aiteratiois
PERC NO. N/A
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
;`..
INSPECTOR: Amy Vo hone, R.S.
APPROPRIATE AUTHORITY.
Yarmouth t
17
EVALUATOR: Michael P,jmentel, EIT, CSE
12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
P'
C.S.E. APPROVAL DAT : Oct. 1999
LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
rf-
THEY SHALL WITHSTAND H-20 LOADING.
N the
DATE: June 3, 2015
13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
TEST PIT #: r 1
ELEV TOP = 29.50'
14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
mss:
I
ELEV WATER = < 19.00'
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
fr
2
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
PERC RATE _ < min./inch
15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
Il
DEPTH OF PERC = p' 36�� - 5411
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
IN �i
,> i4
TEXTURAL CLASS: 1
16. PROPOSED PROJECT IS LOCATED WITHIN:
ASSESSOR'S MAP 89 PARCEL 170
LOCUS PLAN
SCALE: 1" = 1000'
W & .. AT
NUMBER OF BEDROOMS (DESIGN) 3
DESIGN FLOW 110 GAUDAY/BEDROOM
TOTAL DESIGN FLOW 330 GAUDAY
DESIGN FLOW X 200 % = 660 GAUDAY
USE EXISTING 1,000 GALLON SEPTIC TANK
INSTALL 21 -ARC 36 (#36136D) CHAMBERS
SYSTEM CAPACITY �
Fill
I
Loamy S
nd
10Yr 31
Loamy S
nd
10Yr5
any futiire additiois/rcnuvati(lns/aiteratiois
Meduim
and
2.5Y 6
structures/dwelling.
OWNER OF RECORD: STEPHEN W. TAYLOR & CATHERINE J. TAYLOR
ADDRESS: 68 RAYMOND AVENUE
28.17' SOUTH YARMOUTH, MA 02664
28.00' FEMA FLOOD ZONE X
COMMUNITY PANEL # 25001 C0587J
26.50' 17. DEED REFERENCE: DEED BOOK 8369, PAGE 276
18. PLAN REFERENCE: PLAN BOOK 122, PAGE 15
25.00'
19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405 THE FOLLOWING LOCAL UPGRADE
APPROVAL IS REQUESTED FROM 310 CMR 15.211:
1.) A 4.2' VARIANCE (20.0' -15.8') FOR THE SETBACK FROM THE SAS TO THE DWELLING.
_ 19.00' LGEIlyD
No Standing, Weeping or Mottling
x50.0' EXISTING SPOT GRADE
- 50 - - EXISTING CONTOUR
X50 PROPOSED CONTOUR
GAS EXISTING GAS LINE
-W-W EXISTING WATER LINE
❑/H/W EXISTING OVERHEAD UTILITIES
Permit v.alul for RE
Alli OF SLPTIC SYSTEM
ONLY, due to State
and I ucal septic variallets.
Coard of 1'I'ealth reviev
and approval is reyui
cd for
any futiire additiois/rcnuvati(lns/aiteratiois
to
sewage facilities and/or
structures/dwelling.
Yarmouth t
.ealth Department
APPROVED�j
N the
Date
4� TEST PIT LOCATION
o EXISTING 1,000 GALLON SEPTIC TANK
LP EXISTING LEACHING PIT
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
❑ PROPOSED DISTRIBUTION BOX
Q PROPOSED ARC 36 (#3613BD) CHAM SNE,
(TOTAL L.F. OF BIOS) (4.8 SF/LF) (0.74 GPD/SQ.FT.) = GPD Q
(105.0') (4.8 SF/LF) (0.74 GAUSQ.FT.) = 373.0 GAL. LEACHING / DAY
TOTALS:
TOTAL NUMBER OF BIODIFFUSERS: 21
TOTAL NUMBER OF COUPLINGS: 0
TOTAL LEACHING AREA: 504.0
TOTAL LEACHING CAPACITY: 373.0
NOTE:
EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE
DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL
LETTER CERTIFICATION FOR GENERAL USE ISSUED TO
INFILTRATOR SYSTEMS, INC., DATE OF REVISION: FEBRUARY 19,
2015; TRANSMITTAL NUMBER = X264258.
RESERVED FOR BOARD OF HEALTH USE
JOIN 19-2015
HEALTH DEPT,
REV. DATE BY I APP -D. I DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE
H OF Algs
PREPARED FOR:
�S JCHNL. CAPEWIDE ENTERPRISES
CHURCy[ILL JR, �►
IL
N . 41807
A LOCATED AT
FG/S
68 RAYMOND AVENUE
SOUTH YARMOUTH, MA 02664
SCALE: 1 INCH = 10 FT. DATE: JUNE 15, 2015
0 5 10 20 40 FEET
PREPARED BY:
JOHN L.
x CHUR ILL JR. JC ENGINEERING, INC.
cr
80691oti , 2854 CRANBERRY HIGHWAY
psi ,q/ST EAST WAREHAM, MA 02538
508.273.0377
Drawn By: BSM Designed By: MCP I Checked By: JLC JOB No. 3098