HomeMy WebLinkAbout341 Great Island Road - Site Plan of LandIZONE "Al!" --BASE FLOOD EL. 1 1 .0, A5
SHOWN ON FIRM 2500 1 C0588J, DATED
I
MAY 3, 2013
DEEP OBSERVATION HOLE #3 (OG -20-2013) EL. G.4
NOTE: EXTEND ALL MANHOLE
COVERS TO WITHIN G"
OF FINISH GRADE
r 4" SCH 40 PVC PIPE
rPIPE TO BE LAID LEVEL FOR
/ 2' OUT OF DISTRIBUTION BOX
T.O.F. @
EL. 12.5
io° IS^
10.10 L �C 9.23
CKAWLSPACE SLAB 9'75 IN OUTLET TEE 9.40
@ EL. 6.0 -� 9.50
-_L
6" BASE OF -
1 500 GALLON PRECAST 3/4" STONE
SEPTIC TANK
DEPTH
SOIL
SOIL
501L COLOR
SOIL
OTHER
DATE:
FROM
HORIZON
TEXTURE
(MUNSELL)
MOTTLING
FROM
HORIZON
SURFACE
(MUNSELL)
MOTTLING
TELEPHONE: (508) 328-4692
SURFACE
HORIZON
TEXTUREOTHER
0" _ G.,
A
LOAMY SAND
I OYR4/3
O
ORGANIC
G" - 121t
B
LOAMY SAND
I OYR5/G
LOAMY SAND
I OYR4/3
120 - 3G"
C I
FINE SAND
2.5YG/4
I OYR5/G
30- 72"
C2
MEDIUM SAND
2.5YG/3
GO" - 84"
II ) WATER ENCOUNTERED @ GO" (EL. 1.4)
arse PC
••
2" LAYER OF 3/8" PEA5TONE
OVER 3/4" - 1 1/2" DOUBLE
WASHED STONE
(5) 500 GALLON PRECAST DKYWELL5
SEPTIC SYSTEM PROFILE
INSPECTION SCHEDULE
I . INSPECT 501L REMOVAL
2. STAKE RETAINING WALL LOCATION
3. INSPECT FOOTINGS * REBAP
4. INSPECT FINAL INSTALLATION OF
SEPTIC SYSTEM 4 FINAL GRADING
O I.5
0
O / 2.7
/
41�/
EXISTING DWELLING --
V 5 // TO BE DEMOLISHED
J( 5.1
(3) HIGH CAPACITY INFILTRATOR
(51DEWINDER) CHAMBERS FOR
ROOFRUNOFF
/ O
/4.9 \ c, G
/ \.95, �•� LANDSCAPE WALL
I .S C (BY OTHERS)
T \ oa \ ``� �• I
4. \oSF\
5.7�• i I
L,
P/61p
NOTE: THERE WILL BE NO LANDSCAPING/ a �,� ---
NX
AT THE REAR OF THE HOU5E. AREA 1'S+ / `" Ell ,' OOH Lh �O
TO REMAIN IN IT'S NATURAL STATE.
ANY D15TUPBED AREAS TO BE REPLANTED
WITH INDIGENOUS MATERIALS. + `y���o�® \
-d
5'
TOP @ EL. 9.7
BOTTOM @ EL. 7.00
MAXIMUM GROUNDWATER @ EL. 2.0
WALL TO BE MADE WATERPROOF
USING ASPHALT MASTIC -- TO BE
5 MIL THICK WHEN DRY
-TBM = EL. 10.0 (NGVD)
NAIL SET IN UTILITY POLE
G/5
0 0,9 X, PROPOSED
100% EXPANSION
` ♦ , TH #2 WATER
EL. 7.4 SERVICE ; AREA
y ,
PROPOSED WORK LIMIT LINE-
STAKED
INE STAKED HAYBALE5 * SILT FENCE : Tn #3 -
(3) HIGH CAPACITY INFILTRATOR �� ' / TH #; ,
,
(SIDEWINDER) CHAMBERS FOR \ ' ; EL o.4
ROOF RUNOFF
8" POURED CONCRETE RETAINING z `°o
WALL (WATER -PROOFED)
TOP @ EL 10.0
,
8.3 /
,
,
c8d 7.0
DEEP OBSERVATION HOLE LOGS
DATE: 08-24-2007
TEST BY: M. O'LOUGHLIN, CSE
WITNESS: A. VON HONE, HEALTH AGENT
FERC RATE: < 2 MIN. / INCH
DEEP OBSERVATION HOLE # I EL. G.4
DEPTH
FOR
341 GREAT ISLAND RD., WEST YARMOUTH, MA
PREPARED FOR
ROGER McGOVERN
SCALE:
DATE:
SOIL
SOIL
SOIL COLOR
SOIL
JOB NUMBER:
07-03G
FROM
HORIZON
TEXTUREOTHER
(MUNSELL)
MOTTLING
TELEPHONE: (508) 328-4692
SURFACE
HORIZON
TEXTUREOTHER
(MUNSELL)
MOTTLING
0.-311
O
ORGANIC
3'- 7" -
A
LOAMY SAND
I OYR4/3
7" - 19"
Bw
LOAMY SAND
I OYR5/G
19" - GO"
C I
FINE SAND
2.5YG/4
GO" - 84"
C2
MEDIUM SAND
2.5YG/3
WATER ENCOUNTERED @ G8" (EL. 0.7)
DEEP OBSERVATION HOLE #2 EL. 7.4
DEPTH
FOR
341 GREAT ISLAND RD., WEST YARMOUTH, MA
PREPARED FOR
ROGER McGOVERN
SCALE:
DATE:
SOIL
SOIL
SOIL COLOR
SOIL
JOB NUMBER:
07-03G
FROM
SHEET NUMBER:
SP -1
WELLER * ASSOCIATES
I G45 FALMOUTH RD., SUITE F9
P.O. BOX 4 17 CENTERVILLE, MA 02@32
TELEPHONE: (508) 328-4692
EMAIL: tri5weller@cjmall.com
HORIZON
TEXTUREOTHER
(MUNSELL)
MOTTLING
SURFACE
O" - 3"
O
ORGANIC
3" - 7"
A
LOAMY SAND
I OYR4/2
7" - 21 "
Bw
LOAMY SAND
I OYR5/G
21"-48"
CI
FINE SAND
2.5YG/4
48" - 84"
C2
I MEDIUM SAND
I 2.5YG/3
WATER ENCOUNTERED @ 80" (EL. 0.4)
MAXIMUM GROUNDWATER ELEVATION USED: EL. 2.0 NGVD
EL. 10.2
8" POURED CONCRETE
WALL •- USE 3000#
CONCRETE
_ EL. G.2
#4 BAR 12" ON
CENTER EACH WAY
(3) #4BAR
CONTINUOUS
THRU FOOTING
EL. 2.2
2' O" I
RETAINING WALL
DETAIL'
DESIGN DATA
DAILY FLOW: (4) BEDROOMS x I 10 GPD = 440 GPD
SEPTIC TANK: 440 GPD x 200% = 880 GPD
USE: 1 500 GALLON PRECAST SEPTIC TANK
DISTRIBUTION BOX:
USE: DB -9
SOIL ABSORPTION SYSTEM:
USE: (5) 500 GAL. DRYWELL5 LINED w/2'
OF DOUBLE WASHED STONE ON ALL AROUND
CAPACITY:
51DEWALL AREA: III x 2 x 0.74 = I G4.3 GPD
BOTTOM AREA: 9.0 x 4G.5 x 0.74 = 309.7 GPD
474.0 GPD
GENERAL NOTES
I . REMOVE ANY IMPERVIOUS MATERIAL FORA 5' RADIUS AROUND
SAS AND REPLACE WITH CLEAN MEDIUM SAND.
2. SEPTIC SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH 3 10
CMR 15.00: TITLE V.
3. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ANY
UTILITY, ABOVE OR UNDERGROUND, PRIOR TO ANY EXCAVATION
OR CONSTRUCTION.
4. THI5 SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL.
5. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION.
G. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DESIGN
ENGINEER FOR ANY REQUIRED INSPECTIONS.
SITE PLAN OF LAND
FOR
341 GREAT ISLAND RD., WEST YARMOUTH, MA
PREPARED FOR
ROGER McGOVERN
SCALE:
DATE:
DRAWN BY:
1 11 = 20'
09-10-2007
TMW
JOB NUMBER:
07-03G
REVISION:
OG -24-2013
SHEET NUMBER:
SP -1
WELLER * ASSOCIATES
I G45 FALMOUTH RD., SUITE F9
P.O. BOX 4 17 CENTERVILLE, MA 02@32
TELEPHONE: (508) 328-4692
EMAIL: tri5weller@cjmall.com
REGISTERED LAND SURVEYORS * ENVIRONMENTAL CONSULTANTS