App# 5384entity,
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Plant List
Scientific Name
Acer rubrum 'October Glory'
Altheo syriacus 'Blue Ardens'
Cupressocyparis leylandei
Forsythia Intermedio Spring Glory
Hydrangea macrophyllo Nikko Blue
Ilex crenota 'Compocto'
flex crenato 'Helferi'
Ilex mes. Blue Prince
flex mes. Blue Princess
Juniperus chinensis Sea Green'
Myrica pennsylvonica
Pinus thunbergiana
Prunus serrulato Kwanzan
Rhododendron Cunningham's White
Spiraeo Anthony Waterer
Common Name
October Glory Maple
Blue Rose—of—Sharon
Leyland Cypress
Forsythia
Double Blue Hydrangea
Dwarf Japanese holly
Heller Japanese holly
Mole Blue Holly
Blue Princess Holly
Sea Green Juniper
Bayberry
Japanese Black Pine
Kwanzan Cherry
Cunningham White Rhododendron
Dark Pink Spired
ze
-2.5"—Cal
-Got
$—cal
-Gal
t—W
-Gal
-Got
-4'
-4-
-Gal
-Gal
-5-
5-2" Cal
t-30"
-Gal
NORTH
n
3asler
;le, Yarmouthport
B-394-1373
'.3/2001
�'� APPROVED t
Y D� 1
E
v,
GENERAL NOTES:
9" MINIMUM COVER
INVERT ELEVATIONS DESIGN CRITERIA; ,_•
ACCESS COVERS MUST BE WITHIN 36' MAXIMUM COVER INVERT AT BUILDING: 20.4 DESIGN FLOW:
1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION 6 OF FINISH GRADE
' OF THE SEWAGE DISPOSAL SYSTEM ONLY. 22.0 4' PERF PIPE MIN. 2" OF INVERT IN SEPTIC TANK: 20.25 / t
3 BEDROOMS AT 110 G. P. D. PER
7 FIRST 2' TO PEASTONf INVERT OUT SEPTIC TANK: 20.0 BEDROOM EOUALS 330 G.P.D. r .
1\`I 22.0 MIN BE LEVEL
?. VERTICAL DATUM 1S NGVD, FOR BENCH MARKS 2z INVERT IN DIST, BOX: 19.95
SET. SEE SITE PLAN. 21.0 MIN NO GARBAGE GRINDER J
IAM PIP 20.5
INVERT OUT DIST. BOX: 19.78
4' REINFORCED CONCRETE INVERT IN LEACH FIELD: 19,67
3. ALL CONSTRUCTION METHODS AND MATERIALS AND 20.4 GAS 20.0 19.78 0 " n.a.a.a.m g•
MAINTENANCE OF THE SEPTIC SYSTEM SHALL 20'25 enFFLE 19.95 ° 19.67 RETAINING WALL t
INVERT LEACH FIELD:. 19.5 -SEPTIC TANX.REOUIRfDr-PPPPOVE
19.5 BOTTOM OF LEACH FIELD: 19.0 330 G.P.D. X 2002 - 660 GAL
CONFORM TO MASS. 'D.E.P. TITLE 5 AND LOCAL 3 OUTLET 28'x 35' LEACH FIELD 19.0 SEPTIC TANK PROVIDED: /500 GAL MiMdAM+���Nn
GROUNDWATER FROM MOTTLING: 15.0 GK4§R�
D -BOX fe.s MIN �Il�l
BOARD OF HEALTH REGULATIONS. 1500 GAL 3/4' - ! I/?" DIA. 8 MIL POLY OBSERVED GROUNDWATER: 7.5
SOIL ABSORPTION SYSTEM REQUIRED:
SEPTIC TANK 6' CRUSHED STONE OR DOUBLE WASHED STONE VAPOR BARRIER
DESIGN PERC RATE ?O MIN/INCH
4. ALL SEPTIC SYSTEM COMPONENTS LOCATE UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER COMPACTED BASE
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- SOIL TEXTURAL CLASS
p /- EFFLUENT LOADING RATE - 0.34 GPD/SF
I R Or I L E : NOT TO SCALE 330 GPD / 0.34 GPD/SF - 971 S.F. REOUI RED
STANDING H-20 WHEEL LOADS.
PROVIDED: 28'x 35' LEACH FIELD. A•960 S.F.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
980 S.F. x 0.34 - 333 GPD
APPROVED EQUAL.
t 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE AND WATERTIGHT. D -BOX SHALL SOIL TES T P I T DA TA
a
BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE
i IAID ICATES_� INDICATES
IS MORE THAN ONE OUTLET.'
PERCOLATION OBSERVED
TEST - GROUNDWATER
° 7. BEFORE CONSTRUCTION CALL -DIG-SAFE
E
{ 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
'• FOR LOCATION OF UNDERGROUND UTILITIES. TP TP
HORIZON TEXTURE COLOR 15.9 0' HORIZON TEXTURUR
E COLOR 15.5
B. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION A LOAMY SAND J/2 312 A LOAMY IOYR
SAND 3/q
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
12 "' "' " ' "" - 14.9 9 14.8
i CONSTRUCTION INSPECTIONS. B LOAMY IOYR
REQUIRED INSPECTIONS:
27'
1. AFTER P,EOUIREO EXCAVATION IS COMPLETED: SAND .... ..... 5/6
13.3
.............
ENGINEER SHALL INSPECT SOIL AND STAKE FOOTING.
CI SILT IOYR CI SILT IOYR
LOAM 7/l LOAM 6/6
2. ENGINEER SHALL INSPECT FOOTING AND REBAR
1
PRIOR TO POURING OF WALL. 49' 11.8 52"
3. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS m 11 ?
o K 77'
y MEDIUM IOYR
C2
r SANG 6/6
BEEN PLACED A'.S LEACH FIELD CGMDLfT£D. _
9. ALL UNSUITABLE MATERIAL (A A B HORIZONS)
" m
96' 7.5
ENCOUNTERED BELOW THE INVERT OF THE LEACHING c
t FACILITY TO BE REMOVED FOR A DISTANCE OF S' v
b AROUND AND REPLACED WITH SAND IN ACCORDANCE 1 /! r e SILT 616
IOYR
WITH TITLE 5. ✓ NO WATER C3 LOAM 6/6
/56' 2.9 174' !.0
s
' DATE: JUNE 28. A JULY 8. 1999
10. N0 DETERMINATION HAS BEEN MADE AS 70 !
TEST BY: DONALD MONCEVICZ
i COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
WITNESSED BY: BRUCE MURPHY
REGULATIONS. IT SHALL REMAIN THE CLIENTS •
E RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL __ _ PERC RATE: IS MIN/INCH
PERMITS. VARIANCES ETC. FOR THIS PROJECT. N\ EXISTING PAID DRIVEWAY CB/DH FAO
i ! EL -14.24 Q -.
t - _ a `y
!l. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY fa 72 126/p0 DM, TRENCH !0 TRENCH I1
DRAIN vlvE HORIZON TEXTURE COLOR 15.8 0' HORIZON TEXTURE COLOR 16,5
6 TO HAVE THE PROPOSED BUILDING FOUNDATION ,✓ f � ti urcr+exs/N 0,
t e.1 xrM•r2.>v A SANDY IOYR Q SANDY IOYR
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AND SOIL CONDITIONS AT THE LOCATION OF THE 5 "
' PROPOSED BUILDING. i
O. i. Q LOAM 3/3 LOAM 3/3
75.7 m 6' 15.3 6' ... .......
16.0
• a s B LOAM 5/6SILT R B LOAM 5SILT o6R..
12: ROOF RUNOFF IS TO BE DIRECTED TO DRYWELLS.
F m
ro !2- 14.8 12' ....... ....... .... 15.5
`S C I SILT IOYR C I SILT IOYR
LOT SO rs s m LOAM 7/2 LOAM T/?
�. I5.250-* S.F. moo\ � � \ �
N a I ,._s p; BLUE
C2 CLAY
C8/6H F ....... ...... ..
156' 2.8 132- 5.5
r rn o �'o EL-u.dJ / 7 LOAMY
VAR l-ANCES RE 1 RED: 0 192 SAND 0.2 144 4:5
TOWN OF YARMOUTH SUBSURFACE SEWAGE DISPOSAL REGULA IONS _
REGULATION 3.7. DISTANCES AND LOCATION OF DISPOSAL FACILITIES m ro o z DATE: SEPTEMBER 28 A 29. 2000
TEST BY: STEPHEN HAAS
` 100' IS REQUIRED BETWEEN THE SAS AND A WETLAND. 90 IS PROPOSED TO A DRAIN ro m A? N 4 fs
WITNESSED BY: AMY VONHONE A BRUCE MURPHY
I PIPE THAT DRAINS TO A MARSH. A 10' VARIANCE 7S REO IRED. 56' IS PROPOSED ` z+ ISo�f�L +N. o PERC RATE: C 2 MIN/INCH
BETWEEN THE RESERVE AREA AND THE DRAIN PIPE. A 44' VARIANCE IS REOUESTED. o SEP" cVElf o MOTTLES (7.5YR6/8) FOUND AT APPROXIMATELY
P SHOULD THE PRIMARY SYSTEM FAIL. IT SHALL BE REMOVED ALONG WITH ALL CONTAMINATED12' 1N +10 AND 18' IN ♦ll. USE MAXIMUM
-
v c ras 9.go% gpPO DRAINAGE sraLE GROUNDWATER ELEVATION OF 15.0 1N THE AREA
SOIL AND REPLACED 1N THE SAME LOCATION. \ IK y• , S s.` N OF THE SAS. PERC IOA AT 60• - 16.3 MIN/INCH
s -
PERC 108 AT 60" - 9.7 MIN/1N. PERC lIC AT
c81DH 0 56' - 10.7 MIN/lN.. P£RCS DONE AFTER A FOUR
HOUR SATURATION PERIOD AND A 12 HOUR SWELLING
PERIOD AS PER TITLE 5. (15.105:(6))
CH/DHFND
fie, ._SG 5 120 j J0`JI ----
}fee \` TDP of ALL
i
S / TE PLAN OF LAND
17. i EL-17,55ceiDNFND :+ 22 78 PHEASANT COVE C/ROLE. MAP /49. PARCEL 4 /
Y,4 RMOU THPOR T . "A
PREPARED FOR
-/- P. O. BOX 270 YARMOUTHPORT, MA 02675
F
LOCUS SCALE MARCH .2 . 200 /
-T-C EAGLE SURVEYING, INC
���� ��f�`� ✓ 317 I1moo!/ _ - 923 Route 6A
3 / Zy ° � �` ` Yarmouthport MA. 02675
( 508) 362-8132
���r/ r; 508) 432-5333
LOCUS MAP o l0 20 40 JOB N0: 00-034 FIELD:CFW/EEK CALL: SAN/CFW CHECK: CFWDRN: SAN
E