HomeMy WebLinkAbout93.4.1 - Landscape PlanIUf' Ur YUUQUAIIUN LLLI UK-UKAWL M-AI,L
ELEV. a 107;00 -10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
7 MIN. PITCH 1/8" PER FT,
4,00
4" CAST IRON PIPE
COLOR
MOTT.
OTHER
0-4 _
(OR EQUAL) MINIMUM
ORGANIC
°
NO
7-10"
-
PITCH 1/4" PER FT.
MEDIUM SAND
LOAMY SAND
- ---
t0YR7/1
t0YR5/4
°
10-30'
B_
LOAMY SAND
°
TEE
30-108"
Cl
FLOW
LINE
_
SLIGHTLY LOAMY
_Z z
ELEV.n 103.00
10"
2.5Y8/1
-
_TMIN.
Z
11' X 36' X 100 TRENCH FORMATION
_Z
ELEV. _
SOIL ABSORPTION
WELL N/A
SYSTEM (SAS)
_102.50 LEVEL
ZONE
INDEX
ELEV. - L42�7
GAS ELEV. _
6" SUMP
99.47_ ELEV. _
a Ln
1
BAFFLE
_ _99_30_
OBSERVED WATER TABLE ( / / ) ELEV.
_ ------
BOTTOM OF TEST HOLE ELEV.
DISTRIBUTION
LIQUID
OUTLET
ELEV. _
BOX _99 34_J
4 FEET
14 INCHES
(TO BE PLACED
ON FIRM BASE)
TO BE WATER TESTED
5 FEET
19 INCHES
1500GALLONGALLON
IF MORE THAN ONE OUTLET
7 FEET
8 FEET
29 INCHES
34 INCHES
SEPTIC
TANK
(TO BE PLACED ON FIRM BASE)
3/4" TO 1 1/2" CLEAN -�
DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE
DISPOSAL SYSTEM
PROFILE
NOT TO SCALE
LEGEND:
EXISTING SPOT ELEVATION 00„0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -O
TOWN WATER -W-W
CATCH BASIN (®)
GAS LINE
CLEAN OUT C�
CESSPOOL C.P. 0
03.
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
1/8" TO 1/2"
WASHED STONE
MAX OR FILTER FABRIC
100.55 MIN. NOT
TTREQUIRED
e
99.8
HORIZ TEXTURE
COLOR
MOTT.
OTHER
0-4 _
0
ORGANIC
°
NO
7-10"
-
A
---
MEDIUM SAND
LOAMY SAND
- ---
t0YR7/1
t0YR5/4
°
10-30'
B_
LOAMY SAND
°
ELEV.
30-108"
Cl
MEDIUM SAND
4 HIGH CAPACITY INFILTRATORS WITH
_
SLIGHTLY LOAMY
_Z z
C2 IMEOIUM
STONE IN AN
2.5Y8/1
Z
11' X 36' X 100 TRENCH FORMATION
_Z
9'17
SOIL ABSORPTION
WELL N/A
SYSTEM (SAS)
i z
ZONE
INDEX
ADJUST
a Ln
USGS PROBABLE WATER TABLE ELEV.
_
OBSERVED WATER TABLE ( / / ) ELEV.
_ ------
BOTTOM OF TEST HOLE ELEV.
-
• 93.2
96.2
59.86' /
96.4 l�
96.9 /
t _(96
•/96.7 1 II
i � l
• 98.2
LOT 000)_"
I 411063.9 fiSF. •101.2 •10! I 1
I i L/
SOIL /
/JI p5 � ESA2��' / `'-i 10I.99.2
SOIL2 TEST 1
D.
I
102.8
150C GALL N
SEPTIC
O (j06)/ IS' 100.
/ o 10V 98.5
j • 108.� /
� z
107.7
�o w 97.5
o d :t \ w/�� ,/ / 4
p .�Y
97.2
O 'n .mr
C 0 W
-(106)- ( or cmv
\ Bi
®97.1 a.
96.4
®97.5
I /97.9
• 103 � /
I �
10 .5
` , �7�► J1 97.4
. I!1✓ VVV / � / l
166.12' . / • 101.8 l 9399.9
00.9
99.00
L
(1D2)/
/ /
,J 98.9
k 100.25
(APPROVED
1 MAR 0 9 2010
(2Aej2
ce 0 SQect , ° /
I7� �
plolomom
le:5�(A*C:f
-. ___.. .. ._. .. ....«....�y,�.�•�-....r as
SOIL TEST
DATE OF SOIL TEST FEBRUARY 18 2010
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY P. RE __vjply
OBSERVATION HOLE 1 ELEV.= 102.0
PERCOLATION RATE _ __- MIN./INCH AT 60___ INCHES
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
CNUVUNILKLU Al 'ot ELEV. - 91.0
OBSERVATION HOLE 2 ELEV.=_ 100.3
DEPTH
HORIZ TEXTURE
COLOR
MOTT.
OTHER
0-4 _
0
ORGANIC
NO
NO
7-10"
-
A
---
MEDIUM SAND
LOAMY SAND
- ---
t0YR7/1
t0YR5/4
R00T5
10-30'
B_
LOAMY SAND
10YR6/6
ROOTS
30-108"
Cl
MEDIUM SAND
10YR7/3
_
SLIGHTLY LOAMY
108 132"
C2 IMEOIUM
SAND
2.5Y8/1
CNUVUNILKLU Al 'ot ELEV. - 91.0
OBSERVATION HOLE 2 ELEV.=_ 100.3
DEPTH
HORIZ TEXTURE
COLOR
MOTT.
OTHER
4-6"
ORGANIC
E MEDIUM SAND
GAL,/DAY
NO
GAL.
10YR7/1
_BBQ_
00
1500 GAL.
SOIL CLASSIFICATION
6-12"
12-30"
30-132"
A LOAMY SAND
B LOAMY SAND
Cl MEDIUM SAND
10YR5/4
EFFLUENT LOADING RATE
J4_ GAL./DAY/S.F.
10YR6/6
_ROOTS
ROOTS
10YR7/3
LEACHING CAPACITY (AREA X RATE)
SLIGHTLY LOAMY
NO WA ILK LNCOUNTERED AT __I 2z_ _ ELEV. - 89.3
DESIGN CALCULATIONS
NUMBER OF BEDROOMS3
GARBAGE DISPOSAL UNIT
_
-wa-
TOTAL ESTIMATED FLOW
( 110 GAL./BR./bAY X 3_ BR.)
GAL,/DAY
REQUIRED SEPTIC TANK CAPACITY
GAL.
ACTUAL SIZE OF SEPTIC TANK
_BBQ_
00
1500 GAL.
SOIL CLASSIFICATION
_
DESIGN PERCOLATION RATE
_
Sri' -MIN./IN.
EFFLUENT LOADING RATE
J4_ GAL./DAY/S.F.
LEACHING AREA
44_33 SQ. FT.
(11X38)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE)
ALDQ GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY 155 GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE,
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
1MMEDIATFI Y _