HomeMy WebLinkAbout60.268.1.2 - Proposed Sewage Disposal System\ / ' PLOT PLAN
\ /
SCALE: 1 .n. = 20 ft.
\\ \ ASSESSORS MAP 60 PARCEL 268-1.2
\ LOT AREA: 20.100
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I PROPOSED /
DRIVE
PROPOSED
GARAGE
s
a PROPOSED
4 BEDROOM
DWELLING
T.O.F.=24.5 \
PROPOSED
PROPOSED. PROPOSED SOIL ABSORPTIONSYSTEM
1 '\ 1500 GALLON 'D -BOX _
SEPTIO TANK 3
y2 0
0'
'PROPOSED r 0
5' OVERDIG'---�' --P ,
1.
,
5$- C
G�RG�
PROFILE OF SYSTEM - NO SCALE
4 FG= 23.0±PROVIDE 20" MIN. DIA. WATERTIGHT ACCESS MANHOLE
3" MIN. AND COVER CONSTRUCTED OF DURABLE MATERIAL
FG=22x0± - AIR SPACE BROUGHT TO WITHIN 6" OF FINISHED GRADE
INV. �1mu H" �1k�1 22xxO± t7pjFG=21X7
19.29_ �llr11 11r FG- SEE PLAN
--- - -
�1NV.
1 A 75
.Z
C16-
6` MIN. _
c
� � a
m INV. _
_ 19.00 L 2"MIN,
3"MAX. GAS
FLOW LINE BAFFLE
14.4'
INLET OUTLET
i OF 0000Wo 0 0001 avo 00000ao$df
BE�Ow 0101010101 SEPTIC TANK (H -10),g °ovoo°
CAPACITY = _ 1500 - GALLONS
PRECAST REINFORCED CONCRETE
NOTE: ALL PIPE TO BE 4" DIAM.-PVC TIGHT JOINT SCH. 40
-` _18_42 INV. = 18 29__
INV _ 6" _ .. .: 0 C] 0 0 E3 o cFoo 0
_18.59 _... a°o�oQQoo 0 0 0 O 0
C3 0 1� ED
-+i pp 6. OOg O pp 0
00 STONE o O�000�o O O C7 O o`bpaoq�o
coBEEowo� 13' o
MAX
DISTRIBUTION BOX (H-10)
__3__ OUTLETS 4' 4'
INVERT ELEVATIONS OF ALL
OUTLETS TO BE THE SAME 12.8'
UNUSED OUTLETS SHALL BE USE (3) SHOREY PRECAST
PLUGGED WITH HYDRAULIC CEMENT
OUTLET PIPES SHALL BE LEVEL 500 GALLON LEACHING DRYWELLS (H-10)
FOR AT LEAST TWO FEET OR APPROVED EQUAL
DEEP TEST HOLE OBSERVATION
DEEP TEST HOLE OBSERVATION
LOG #1
DATE: 10/13/2003
JOB: 0-10236
JOB: 0-10236
PERFORMED BY: LISA CORDON
PERFORMED BY: LISA GORDON
WITNESSED BY:
DAVE. FLAHERTY. YARMOUTH BCH
ELEVATION
(FT)
DEPTH FROM
SURFACE (IN)
SOIL
HORIZON
SOIL TEXTURE
(USDA)
SOIL COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
75.7-11.7
12.7-11.7
11.7-3.1
0-36
36-48
48-151 -
OLL
B
C
L. SAND
F)NEIMED SAND
IOYR516
2.5Y712
NONE
NONE
NONE
1
PARENT GEOLOGICAL MATERIAL: GLACIAL OUTWASH
STANDING WATER IN HOLE: NO
WEEPING FROM FACE: NO
FINISHED GRADE
DEPTH TO BEDROCK:
ESTIMATED SEASONAL HIGH
GROUNDWATER AT EL. = >151"
PERCOLATION TEST: BOTTOM OF PERC..
PERCOLATION TEST: NO PERC. PERFORMED
DEEP TEST HOLE OBSERVATION
LOG #2
DATE: 10/13/2003
PROPOSED CONTOUR LINE
JOB: 0-10236
U
PERFORMED BY: LISA CORDON
WATER LINE
WITNESSED BY:
DAVE FLAHERTY, YARMOUTH B014
ELEVATION
(FT)
DEPTH FROM
SURFACE (IN)
SOIL
HORIZON
SOIL TEXTURE
(USDA)
SOIL COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER -
19.0-18.1
18.1-15.8
15.8-6.5
0-11
11 -JS
38-150
01A/E
B
C
L. SAND
L SAND
FNE SAND
IOYRJ12
IOYR5/8
2.5Y616
NONE
NONE
NONE
PROPOSED SPOT ELEVATION
PARENT GEOLOGICAL MATEP.M.L: GLACIAL OUTWASH
STANONG WATER IN HOLE: NO
WEEI FROM FACE: NO
FINISHED GRADE
DEPTH TO BEDROCK:
ESTIMATED SEASONAL HIGH GROUNDWATER AT EL. - >151'
PERCOLATION TEST: BOTTOM OF PERC..
AT 65', 24 GAL ABSORBED PERC. RATE < 2 MPI
s
TROBJOHNERT
v
PROPOSED CONTOUR LINE
,
U
y
WATER LINE
0001
FREEMAN
,�
PROPOSED DISTRIBUTION BOX
I, .
No. 32655
ER]
PROPOSED LEACHING RESERVE AREA
l
oN°
� e
o�
°28
CyC ROOD
THEATRE
TH
)UT F8 h
I c
qe DENNIS
SCALE: 1 IN. = 2000 FT.
GENERAL NOTES
I, ELEVATIONS REFER TO AN ASSUMED DATUM AND PLAN BY OTHERS AND
SHALL BE VERIFIED IN THE FIELD. BENCHMARK TO BE ESTABLISHED
WITHIN 50' OF SYSTEM PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. ALL CONSTRUCTION AND MATERIALS TO CONFORM TO TITLE 5 OF THE
MASSACHUSETTS STATE ENVIRONMENTAL CODE AND THE BOARD OF
HEALTH REQUIREMENTS FOR THE TOWN OF YARMOUTH.
3. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF
HEALTH AND SCHOFIELD BROTHERS OF CAPE COD.
4. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED
AT LEAST ONCE PER YEAR. THE TANK SHOULD BE PUMPED WHEN THE
TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 1/3 OF ITS LIQUID DEPTH.
5. SCHOFIELD BROTHERS OF CAPE COD DOES NOT ASSUME RESPONSIBILITY
FOR MATERIALS ENCOUNTERED DURING EXCAVATION.
6. ALL UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST BE
EXCAVATED AND REMOVED TO A DISTANCE OF 5 FEET FROM ALL SIDES
OF THE SOIL ABSORPTION SYSTEM (S.A.S). AND TO AN ELEVATION OF
APPROXIMATELY 11.2 BACKFILL WITH CLEAN SAND MATERIAL MEETING
TITLE 5 SPECIFICATIONS. CONTACT SCHOFIELD BROTHERS IF ANY DOUBT
OR QUESTIONS ARISE REGARDING SOIL QUALITY.
7. INSTALLATION CONTRACTOR SHALL CONTACT SCHOFIELD BROTHERS FOR
EXCAVATION INSPECTION AND PRIOR, TO BACKRILUNG FOR SYSTEM
CERTIFICATION.
8. SITE RESTORATION REQUIRES ALL STRIPPED TOPSOIL AND SUBSOIL TO BE
STOCKPILED AND REUSED AT OWNERS OPTION. PE -SPREAD OVER
DISTURBED AREAS TO PROMOTE OPTIMAL GROWTH.
9. NO PERMANENT STRUCTURES SHALL BE CONSTRUCTED OVER THE
RESERVE LEACHING AREA.
10. ALL SEPTIC SYSTEM COMPONENTS ARE DESIGNED FOR AMINIMUM H-10
LOADING. ANY COMPONENT THAT WILL BE SUBJECT TO VEHICLE OR
OTHER HEAVY EQUIPMENT TRAFFIC SHALL BE INSTALLED WITH H-20
LOADING CAPACITY.
I. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL
VERIFY ALL UNDERGROUND UTILITES PRIOR TO ANY EXCAVATION.
12. NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED LEACHING AREA
EXCEPT. THOSE THAT ARE .SHOWN.
DESIGN CALCULATIONS
1. ESTIMATED HYDRAULIC LOADING:
4 BEDROOMS AT 110 GPD PER BEDROOM= 440 GPD
GARBAGE GRINDER IS NOT ALLOWED WITH THIS DESIGN
2. SEPTIC TA.NI< SIZE:
AVERAGE DAILY FLOW = 440 GPD X 2 DAYS = 88O GALLONS
SEPTIC TANK PROVIDED = 1,500 GALLONS
3. DESIGN PERCOLATION. RATE _ <2 MINUTES PER INCH
SOIL TEXTURE SANDS, CLASS 1
310 CMR 15.242 EFFLUENT LOADING RATE _ 0.74 GPD/SF
4. LEACHING AREA: -
TOTAL SIDEWALL AREA PROVIDED = 185.2 SF X 0.74 GPD/SF
137.0 GPD
TOTAL BOTTOM AREA PROVIDED = 428.8 SF X 0.74 GPD/SF
_ 317.0 GPD
MAXIMUM ALLOWABLE LOADING UNDER TITLE 5 454.0 GPD
ACTUAL HYDRAULIC LOADING = 440 GPD (SEE 1.)
DESIGNED LEACHING AREA EXCEEDS LEACHING AREA REQUIRED UNDER
BOTH TITLE 5 AND THE TOWN OF .YARMOUTH BOARD OF HEALTH
REGULATIONS
TYPICAL LEACHING TRENCH CROSS SECTION - NO SCALE ✓j//7�/j a?m&
rrlte}y F
�2" LAYER OF PROVIDE 18" MIN. DIA. WATERTIGHT
ACCESS MANHOLE AND COVER
DOUBLE WASHED CONSTRUCTED OF DURABLE MATERIAL
STONE BROUGHT To WITHIN 6" OF FINISHED PROPOSED SEWAGE DISPOSAL SYSTEM
GRADE TYR ALL CHAMBERS 2i IN. GRADEOVERSYSTEM
FG =SEE PLAN FOR: A PROPOSED FOUR BEDROOM DWELLING
CLEAN BREAK AT: 15 THEATRE COLONY LANE
BACKFILL OUT SO. YARMOUTH, MASSACHUSETTS
INV = 18.29_ a io EL. = -
18.79 _ ASSESSOR'S MAP: 60 PARCEL: 268-1.2
0aoo�co 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPLICANT. NORTHERN PAVING, INC TEL. NO.: (508)398-9474
X3/4" - 1.5" g0000 0100
DOUBLE WASHED °° �D O 0 O a C7 O o 0 0 O p 010 20 CANDLEWOOD LANE
STONE �V� og O C7 O O C7 O E7 E3 C7 C7 1 --lo °�a o N DENNISPORT, MA 02639 JOB j(: 010236
o�ao ° 0 E3 d O CD E3 ED 0 ED O O E3 O O O O °
00 00 q-, °O 1 DATE: 01/15/2004 DESIGNED BY:
- 4. BOTTOM lH of u4ss REVISIONS: LAS
4' F- 8.5' OF SYST. ���p LAURA r9t^ycq 03/16/2004 (BUILDING F001PR1^JT) _ DRAWN BY:
25.5' 16.29 ? a RJF
33.5' - SC t
L2 CHECKED
112 R F
(4 rr
C SCHOFIELD BROTHERS OF CAPE COD
SA S CONSISTS OF THREE (3) 102"L X 58` W X 24" EFFECTIVE DEPTH LEACHING DRYWELL(S), PLACED END TO ENO !Np pN't ENGINEERING - SURVEYING - PERMITTING
'17AR1 P.O. BOX 101, 161 CRANBERRY HIGHWAY ORLEANS, MA
A 33.5 L X 12.8 W TRENCH WITH 3/4" - 1.5" DOUBLE WASHED STONE SURROUNDING SET TO ELEVATIONS SHOWN.. 508 255-2098
LEGEND
v
PROPOSED CONTOUR LINE
---XX---
EXISTING CONTOUR
- W
WATER LINE
0001
PROPOSED 1,500 GALLON SEPTIC TANK
o
PROPOSED DISTRIBUTION BOX
°
PROPOSED LEACHING AREA
ER]
PROPOSED LEACHING RESERVE AREA
If x /
EXISTING SPOT ELEVATIONS
TEST HOLE LOCATIONS
it
PROPERTY LINE
f9 = f
PROPOSED SPOT ELEVATION
-UG
UNDERGROUND UTILITIES
FIG
FINISHED GRADE
TOF
TOP OF FOUNDATION ELEVATION
l
oN°
� e
o�
°28
CyC ROOD
THEATRE
TH
)UT F8 h
I c
qe DENNIS
SCALE: 1 IN. = 2000 FT.
GENERAL NOTES
I, ELEVATIONS REFER TO AN ASSUMED DATUM AND PLAN BY OTHERS AND
SHALL BE VERIFIED IN THE FIELD. BENCHMARK TO BE ESTABLISHED
WITHIN 50' OF SYSTEM PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. ALL CONSTRUCTION AND MATERIALS TO CONFORM TO TITLE 5 OF THE
MASSACHUSETTS STATE ENVIRONMENTAL CODE AND THE BOARD OF
HEALTH REQUIREMENTS FOR THE TOWN OF YARMOUTH.
3. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF
HEALTH AND SCHOFIELD BROTHERS OF CAPE COD.
4. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED
AT LEAST ONCE PER YEAR. THE TANK SHOULD BE PUMPED WHEN THE
TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 1/3 OF ITS LIQUID DEPTH.
5. SCHOFIELD BROTHERS OF CAPE COD DOES NOT ASSUME RESPONSIBILITY
FOR MATERIALS ENCOUNTERED DURING EXCAVATION.
6. ALL UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST BE
EXCAVATED AND REMOVED TO A DISTANCE OF 5 FEET FROM ALL SIDES
OF THE SOIL ABSORPTION SYSTEM (S.A.S). AND TO AN ELEVATION OF
APPROXIMATELY 11.2 BACKFILL WITH CLEAN SAND MATERIAL MEETING
TITLE 5 SPECIFICATIONS. CONTACT SCHOFIELD BROTHERS IF ANY DOUBT
OR QUESTIONS ARISE REGARDING SOIL QUALITY.
7. INSTALLATION CONTRACTOR SHALL CONTACT SCHOFIELD BROTHERS FOR
EXCAVATION INSPECTION AND PRIOR, TO BACKRILUNG FOR SYSTEM
CERTIFICATION.
8. SITE RESTORATION REQUIRES ALL STRIPPED TOPSOIL AND SUBSOIL TO BE
STOCKPILED AND REUSED AT OWNERS OPTION. PE -SPREAD OVER
DISTURBED AREAS TO PROMOTE OPTIMAL GROWTH.
9. NO PERMANENT STRUCTURES SHALL BE CONSTRUCTED OVER THE
RESERVE LEACHING AREA.
10. ALL SEPTIC SYSTEM COMPONENTS ARE DESIGNED FOR AMINIMUM H-10
LOADING. ANY COMPONENT THAT WILL BE SUBJECT TO VEHICLE OR
OTHER HEAVY EQUIPMENT TRAFFIC SHALL BE INSTALLED WITH H-20
LOADING CAPACITY.
I. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL
VERIFY ALL UNDERGROUND UTILITES PRIOR TO ANY EXCAVATION.
12. NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED LEACHING AREA
EXCEPT. THOSE THAT ARE .SHOWN.
DESIGN CALCULATIONS
1. ESTIMATED HYDRAULIC LOADING:
4 BEDROOMS AT 110 GPD PER BEDROOM= 440 GPD
GARBAGE GRINDER IS NOT ALLOWED WITH THIS DESIGN
2. SEPTIC TA.NI< SIZE:
AVERAGE DAILY FLOW = 440 GPD X 2 DAYS = 88O GALLONS
SEPTIC TANK PROVIDED = 1,500 GALLONS
3. DESIGN PERCOLATION. RATE _ <2 MINUTES PER INCH
SOIL TEXTURE SANDS, CLASS 1
310 CMR 15.242 EFFLUENT LOADING RATE _ 0.74 GPD/SF
4. LEACHING AREA: -
TOTAL SIDEWALL AREA PROVIDED = 185.2 SF X 0.74 GPD/SF
137.0 GPD
TOTAL BOTTOM AREA PROVIDED = 428.8 SF X 0.74 GPD/SF
_ 317.0 GPD
MAXIMUM ALLOWABLE LOADING UNDER TITLE 5 454.0 GPD
ACTUAL HYDRAULIC LOADING = 440 GPD (SEE 1.)
DESIGNED LEACHING AREA EXCEEDS LEACHING AREA REQUIRED UNDER
BOTH TITLE 5 AND THE TOWN OF .YARMOUTH BOARD OF HEALTH
REGULATIONS
TYPICAL LEACHING TRENCH CROSS SECTION - NO SCALE ✓j//7�/j a?m&
rrlte}y F
�2" LAYER OF PROVIDE 18" MIN. DIA. WATERTIGHT
ACCESS MANHOLE AND COVER
DOUBLE WASHED CONSTRUCTED OF DURABLE MATERIAL
STONE BROUGHT To WITHIN 6" OF FINISHED PROPOSED SEWAGE DISPOSAL SYSTEM
GRADE TYR ALL CHAMBERS 2i IN. GRADEOVERSYSTEM
FG =SEE PLAN FOR: A PROPOSED FOUR BEDROOM DWELLING
CLEAN BREAK AT: 15 THEATRE COLONY LANE
BACKFILL OUT SO. YARMOUTH, MASSACHUSETTS
INV = 18.29_ a io EL. = -
18.79 _ ASSESSOR'S MAP: 60 PARCEL: 268-1.2
0aoo�co 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPLICANT. NORTHERN PAVING, INC TEL. NO.: (508)398-9474
X3/4" - 1.5" g0000 0100
DOUBLE WASHED °° �D O 0 O a C7 O o 0 0 O p 010 20 CANDLEWOOD LANE
STONE �V� og O C7 O O C7 O E7 E3 C7 C7 1 --lo °�a o N DENNISPORT, MA 02639 JOB j(: 010236
o�ao ° 0 E3 d O CD E3 ED 0 ED O O E3 O O O O °
00 00 q-, °O 1 DATE: 01/15/2004 DESIGNED BY:
- 4. BOTTOM lH of u4ss REVISIONS: LAS
4' F- 8.5' OF SYST. ���p LAURA r9t^ycq 03/16/2004 (BUILDING F001PR1^JT) _ DRAWN BY:
25.5' 16.29 ? a RJF
33.5' - SC t
L2 CHECKED
112 R F
(4 rr
C SCHOFIELD BROTHERS OF CAPE COD
SA S CONSISTS OF THREE (3) 102"L X 58` W X 24" EFFECTIVE DEPTH LEACHING DRYWELL(S), PLACED END TO ENO !Np pN't ENGINEERING - SURVEYING - PERMITTING
'17AR1 P.O. BOX 101, 161 CRANBERRY HIGHWAY ORLEANS, MA
A 33.5 L X 12.8 W TRENCH WITH 3/4" - 1.5" DOUBLE WASHED STONE SURROUNDING SET TO ELEVATIONS SHOWN.. 508 255-2098