HomeMy WebLinkAbout83-1808VI5
4Y
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e
COVE ROAD 'RAD,O (ANE
LOCU5-r Noss
ROAD
THI5 PROPERTY LIES WITHIN SPECIAL
FLOOD HAZARD AREA DESIGNATED AS
ZONE "AI 2" - BA5E FLOOD EL. 10.0, AS
SHOWN ON FIRM 250015 0005 D, DATED
JULY 2, 1392_
NOTE: THERE WILL BE NO LANDSCAPING
,4T Tilf REAR OF T41E J10U5E. -ARE-A
TO REMAIN IN IT'5 NATURAL STATE.
ANY DISTURBED AREAS TO BE REPLANTED
WITH INDIGENOUS MATERIALS.
T.O.F.
EL. 12.5
CRAWL5FACE 51-A13
@ EL. 6.0 --L
NOTE: EXTEND ALL MANHOLE
COVERS TO WITHIN G"
OF FINISH GRADE
r-4" 5CH 40 PVC PIPE
10.10
9.75
PIPE TO BE LAID LEVEL FOR
2' OUT OF DISTRIBUTION BOX
110- /w�9.23
INSTALL GA5 BAFFLE}O`R
IN OUTLET TEE \
BASE OF -
1 500 GALLON PRECAST 3/4" STONE
SEPTIC TANK
SEPTIC SYSTEM
2" LAYER Of 3.{8" PEA5TONE
OVER 3/4" - 1 1/2" DOUBLE
WASHED STONE
(5) 500 GALLON PRECAST DRYWELI-5
TTT
PRO FI LE
INSPECTION SCHEDULE
5'
TOP @ EL. 9.7
BOTTOM @ EL. 7.00
MAXIMUM GROUNDWATER @ EL. 2.0
EL. I
BEEP OBSERVATION f TOLE LOGS
DATE: 0(5-24-2007
TEST BY: M. O'LOUGHLIN, CSE
WITNESS: A. VON HONE, HEALTH AGENT
FERC RATE: < 2 MIN. / INCH
r)FFP nRc;FR1/ATIr)W Hnl F # I EL. G.4
DEPTH
SOIL
SOIL
N
Z
'
U
N
Ll1
J
w
U
�
FROM
HORIZON
TEXTURE
J
1
MOTTLING
O
J
Lu
LINE --STAKED 11AYBA1E5
FENCE
N
THI5 PROPERTY LIES WITHIN SPECIAL
FLOOD HAZARD AREA DESIGNATED AS
ZONE "AI 2" - BA5E FLOOD EL. 10.0, AS
SHOWN ON FIRM 250015 0005 D, DATED
JULY 2, 1392_
NOTE: THERE WILL BE NO LANDSCAPING
,4T Tilf REAR OF T41E J10U5E. -ARE-A
TO REMAIN IN IT'5 NATURAL STATE.
ANY DISTURBED AREAS TO BE REPLANTED
WITH INDIGENOUS MATERIALS.
T.O.F.
EL. 12.5
CRAWL5FACE 51-A13
@ EL. 6.0 --L
NOTE: EXTEND ALL MANHOLE
COVERS TO WITHIN G"
OF FINISH GRADE
r-4" 5CH 40 PVC PIPE
10.10
9.75
PIPE TO BE LAID LEVEL FOR
2' OUT OF DISTRIBUTION BOX
110- /w�9.23
INSTALL GA5 BAFFLE}O`R
IN OUTLET TEE \
BASE OF -
1 500 GALLON PRECAST 3/4" STONE
SEPTIC TANK
SEPTIC SYSTEM
2" LAYER Of 3.{8" PEA5TONE
OVER 3/4" - 1 1/2" DOUBLE
WASHED STONE
(5) 500 GALLON PRECAST DRYWELI-5
TTT
PRO FI LE
INSPECTION SCHEDULE
5'
TOP @ EL. 9.7
BOTTOM @ EL. 7.00
MAXIMUM GROUNDWATER @ EL. 2.0
EL. I
BEEP OBSERVATION f TOLE LOGS
DATE: 0(5-24-2007
TEST BY: M. O'LOUGHLIN, CSE
WITNESS: A. VON HONE, HEALTH AGENT
FERC RATE: < 2 MIN. / INCH
r)FFP nRc;FR1/ATIr)W Hnl F # I EL. G.4
DEPTH
SOIL
SOIL
SOIL COLOR
SOIL
OTHER
FROM
HORIZON
TEXTURE
(MUNSEl1)
MOTTLING
SURFACE
LINE --STAKED 11AYBA1E5
FENCE
0.-311
O
ORGANIC
3• _ 7"
A
LOAMY SAND
I OYR4/3
7" - 19"
Bw
LOAMY SAND
I 0YR5/G
190 - 60"
C I
FINE SAND
2.5YG/4
60" - 84"
C2
MEDIUM SAND
2.5YG/3
WATER ENCOUNTERED @ G8" (EL. 0.7)
nFFP Cn195FRVATION HOLE #2 EL. 7.4
DEPTH
SOIL
SOIL
501L COLOR
501L
OTHER
FROM
HORIZON
TEXTURE
(MUN5ELL)
MOTTLING
SURFACE
LINE --STAKED 11AYBA1E5
FENCE
O�� - ail
p
ORGANIC
3" _ 7"
A
LOAMYS) D
I OYR4/2
7-21"
13W
LOAMY SAND
I OYR5/G
21"- 48"
C I
FINE SAND
2.5YG/4
48" - 84"
C2
MEDIUM SAND
2.5YG/3
WATER ENCOUNTERED @ 80" (EL. 0.4)
MAXIMUM GROUNDWATER ELEVATION USED: EL. 2.0 NGVD
/ I . INSPECT SOIL REMOVAL
/J 2. STAKE RETAINING WALL LOCATION
3. INSPECT FOOTINGS * REBAR
4. INSPECT FINAL INSTALLATION OF
SEPTIC SYSTEM # FINAL GRADING
8" POURED CONCRETE
WALL - U5E 3000#
CONCRETE
1,5 WALL TO BE MADE WATERPROOF
U51NG A5PHALT MA5TIC - TO BE
/
2.7 5 MIL THICK WHEN DRY
4.6 _
+4.9 9�s EXISTING DWELLING
TO BE DEMOLISHED
1.5/
/ CONCRETE PATIO 4
/ \ , \ OUTDOOR 5HOWER -
O, (3) HIGH CAPACITY INFILTRATOR
/+4.9 ` \ 2 \ ^j '. INJ (SIDEWINDER) CHAMBERS FOR
/ / ROOF RUNOFF * OUTDOOR #4 BAR - 12" ON
'\ �`\� 5 / \i' ��,� SHOWER DRAIN CENTER EACH WAY
%\.POo\ LANDSCAPE WALL
OY
5.71' �• '-_J \FOS EIFCTRIG. TPLEFnONE
\41.• �.F CABLE (UNDERGROUND)
�� I \9TP \SF
OfQ +4.8 \\o\ ' r i y 0 \ic TBM = EL. f 0.0 (NGVD) ,
% 5.4) _ ( Gp \`' \ NAIL SET IN UTILITY POLE
do
� ` ��, .• `� o, \ ease,,• o n `.. '\
15+/ . -
�\
riR,5R4 5ECOND -� a�
i9 FLOOR WQOD DECK { \
(3) HIGH CAPACITY INFILTRAIOR
(50EWINDER) CHAMBER5 FOR
ROOF RUNOFF
,
PROPOSED WORK LIMIT
LINE --STAKED 11AYBA1E5
FENCE
4 51LT
$" POURED CONCRETE RETAINING
WALL (WATER -PROOFED) --
TOP @ EL. 10.0
h ph�O�OG
e P
Q.t1e'
v �
G�
O
i
SCREEN PORCH i
w/ DECK ABOVE i
v
100%" EXPAN5ION
TN #2 ` QP�e, i AREA
EL. 7.4 �' Q� i O
�O O
I�
/y
i
i
i
i
i
� V 1
i
rr �P
V�
(3) #4 BAR -
CONTIN0005
THRU FOOTING
( 2' O" I
EL. 2.2
r- 'f- {� I�G 1l1/ALL DETAIL
10
(-a-7
0
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. DRYWELLS LINED w/2'
OF DOUBLE WASHED STONE ON ALL AROUND
CAPACITY:
SIDEWALL AREA: III x 2 x 0.74 = I &4.3 GPD
BOTTOM AREA: 9.0 x 46.5 x 0.74 = 309.7 GPD
474.0 GPD
GENERAL NOTES
1 . REMOVE ANY IMPERVIOUS MATERIAL FOR A 5' RADIU5 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. THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL.
5. THIS PLAN 15 NOT TO BE USED FOR PROPERTY LINE DETERMINATION.
G. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DESIGN
'ENGIN-EER FOR ANY REQUIRED INSPECTIONS.
SITE -PLAN OF LAND
FOR
341 GREAT ISLAND RD., WEST YARMOUTH, MA
PREPARED FOR
ROGER MCGOVERN
SCALE: DATE: DRAWN BY:
III = 20' 00-10-2007 TMW
JOB NUMBER: REVISION: SHEET NUMBER:
07-036 1 0-03-2007 5P- I
WELLER � ASSOCIATES
I G45 FALMOUTH RD., SUITE 4C - P.O. BOX 4 17 CENTERVILLE, MA 02@32
2 WINDY WAY, #232 NANTUCKET, MA 02554
TEL.: (508) 775-0735 -- FAX: (508) 775-0754
EMAIL: trl5weller@COMCa5t.net
FROFE55IONAL ENGINEERS � LAND SURVEYORS
LEW15
BAY
LPADIO COVEROADLOCUS1
:txv
NOTE: TH15 PROPERTY LIES WITHIN SPECIAL
FLOOD HAZARD AREA DESIGNATED AS
ZONE "AE" - BASE FLOOD EL. 1 1 .0, AS
5H OWN ON FIRM 25001 C0588J, DATED
MAY 3, 2013
NOTE: THERE WILL BE NO LANDSCAPING
AT THE REAR OF THE HOUSE. AREA
TO REMAIN IN IT'S NATURAL STATE.
ANY D15TUPBED AREAS TO BE REPLANTED
WITH INDIGENOUS MATERIALS.
Traverse PC
0
T.O.F. @ ' 2
EL. 12.5
CRAWL5PACE SLAB
@ EL. 6.0 --\�
NOTE: EXTEND ALL MANHOLE
COVERS TO WITHIN G"
OF FINISH GRADE
4" 5CH 40 PVC PIPE -1
PIPE TO BE LAID LEVEL FOR
2' OUT OF DISTRIBUTION BOX
2" LAYER OF 3/8" PEA5TONE
OVER 3/4" - 1 1/2m DOUBLE
WASHED STONE
TOP @ EL. 9.7
I o°
,/
10.10 8 L' 9 23 (5) 500 GALLON PRECAST DRYWELLS
9.75 INSTALL Gas DAEFLe BOTTOM @ EL. 7.00
IN OUTLET TEE 9.40
9.50 9.00
G" BASE OF 51
1 500 GALLON PRECAST 3/4" STONE
SEPTIC TANK
MAXIMUM GROUNDWATER @ EL. 2.0
SEPTIC SYSTEM PROFILE
/ 1.5
/ 2.7
4.G
1.5
Q'
GOPy��
C /
A
tom/ 4.9 �.
1.5/ 1 .'
04.0 \OSF \
5.7•0
s i
/
4.8 •e
f \ 9j let'
I
11 e
0 le
.461
/ s• <a. h
QO , pG ?
61/
le
QD
•8•`.
o \>/ o
(3) HIGH CA'ACITY INFILTRATOR rn 8I
x
(SIDEWINDEP) CHAMBERS FOR `. EL. 6.4
ROOF RUNCFF
,
T
8' POURED CONCRETE RETAINING `��•
L TE O o00FED)
O
8.3 /
v +7.0
INSPECTION SCHEDULE
1. INSPECT SOIL REMOVAL
2. STAKE RETAINING WALL LOCATION
3. INSPECT FOOTINGS 4 REBAR
4. INSPECT FINAL INSTALLATION OF
SEPTIC SYSTEM 4 FINAL GRADING
EXISTING DWELLING -
TO BE DEMOLI5HED
(3) HIGH CAPACITY INFILTRATOR
\� (SIDEWINDER) CHAMBERS FOR
ROOF RUNOFF
/ LANDSCAPE WALL
(BY OTHERS)
/ 7.6
WALL TO BE MADE WATERPROOF
U51NG ASPHALT MASTIC - TO BE
5 MIL TI -'ICK Wf"N DRY
TBM = EL. 10.0 (NGVD)
NAIL SET IN UTILITY POLE
�. PROPOSED 100% EXPANSION
Tri /2\1. WATER AREA
EL. 7.4 SERVICE ; O
/ h°1 O
, Q
/7'7.0
C,
1�
V
(3) #4 BAR -
CONTINUOUS
THRU FOOTING
DEEP OBSERVATION HOLE LOG5
DATE: 08-24-2007
TEST BY: M. O'LOUGHLIN, CSE
WITNE55: A. VON HONE, HEALTH AGENT
PERC RATE: < 2 MIN. / INCH
DEEP OBSERVATION HOLE #I EL. G.4
DEPTH
FOR
341 GREAT 15LAND RD., WEST YARMOUTH,
PREPARED FOR
ROGER McGOVERN
SCALE:
FROM
SOIL
SOIL
SOIL COLOR
SOIL
JOB NUMBER:
07-03G
REVISION:
OG -08-2013
HORIZON
TEXTUREOTHER
(MUNSELL)
MOTTLING
TELEPHONE: (508) 328-4692
SURFACE
REGISTERED LAND SURVEYORS * ENVIRONMENTAL CONSUL
01.-3.
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
I 2.5YG/3
WATER ENCOUNTERED @ GS" (EL. 0.7)
DEEP OBSERVATION HOLE #2 EL. 7.4
DEPTH
FOR
341 GREAT 15LAND RD., WEST YARMOUTH,
PREPARED FOR
ROGER McGOVERN
SCALE:
FROM
SOIL
SOIL
SOIL COLOR
SOIL
JOB NUMBER:
07-03G
REVISION:
OG -08-2013
HORIZON
TEXTUREOTHER
(MUNSELL)
MOTTLING
TELEPHONE: (508) 328-4692
SURFACE
REGISTERED LAND SURVEYORS * ENVIRONMENTAL CONSUL
0"-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
1 MEDIUM SAND
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. 6.2
#4 BAR - 12' ON
CENTER EACH WAY
EL. 2.2
RETAINING WALL DETAIL
y mouth Gone-• -
commission
I RECE� �
0
DE51GN DATA
DAILY FLOW: (4) BEDROOMS x 110 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. DRYWELLS LINED w/2'
OF DOUBLE WASHED STONE ON ALL AROUND
CAPACITY:
51DEWALL AREA: III x 2 x 0.74 = 164.3 GPD
BOTTOM AREA: 9.0 x 4G.5 x 0.74 = 309.7 GPD
474.0 GPD
GENERAL NOTES
I . REMOVE ANY IMPERVIOUS MATERIAL FOR A 5' RADIUS AROUNC
SAS AND REPLACE WITH CLEAN MEDIUM SAND.
2. SEPTIC SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH 3 11
CMR 15.00: TITLE V.
3. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ANY
UTILITY, ABOVE OR UNDERGROUND, PRIOR TO ANY EXCAVATIOI
OR CONSTRUCTION.
4. THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL.
5. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINA
G. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DESIGN
ENGINEER FOR ANY REQUIRED INSPECTIONS.
SITE PLAN OF LAND
FOR
341 GREAT 15LAND RD., WEST YARMOUTH,
PREPARED FOR
ROGER McGOVERN
SCALE:
DATE:
DRAWN BY:
III= 20'
09-10-2007
TMW
JOB NUMBER:
07-03G
REVISION:
OG -08-2013
SHEET NUMBER:
5P
WELLER � ASSOCIATES
I G45 FALMOUTH RD., SUITE F9
P.O. BOX 4 1 7 CENTERVILLE, MA 02@32
TELEPHONE: (508) 328-4692
EMAIL: trl5weller@gmall.com
REGISTERED LAND SURVEYORS * ENVIRONMENTAL CONSUL
r
tCOVEROAD
DIO LANE
LOCU5 s
ROAD
LEWI5 � _
NOTE: THIS PROPERTY LIE5 WITHIN SPECIAL
fLOOD HAZARD AREA DESIGNATED AS
70�9 "A I P" - FA917F Fb009 rt,i 10. 0
0.0V6�vjocm fop del I" Elm f44 0I I pmom
#
D
T.O.F. @
EL. 12.5
CRAWL5PACE SLAB
@ EL. 6.0 -�
NOTE: EXTEND ALL MANHOLE
COVERS TO WITHIN G"
OF FIN15H GRADE
r 4" 5CH 40 PVC PIPE
PIPE TO BE LAID LEVEL FOR
2' OUT OF DISTRIBUTION BOX
10.10 J SID 8� ..�
9.23
9.75 INSTALL GAS BAFFLE 9.40
IN OUTLET TEE
9.50 9.00
�G" BASE OF
1 500 GALLON PRECAST 3/4" STONE
SEPTIC TANK
2" LAYER Of 3/6" FEA5TONE
OVER 3/4" - 1 1/2" DOUBLE
WASHED STONE
(5) 500 GALLON PRECAST DRYWELL5
SEPTIC 5Y5TEM PROFILE
5'
TOP @ EL. 9.7
BOTTOM @ EL. 7,00
MAXIMUM GROUNDWATER @ EL. 2.0
DEEP O35ERVATION HOLE LOGS
DATE: 08-24-2007
TE5T BY: M. O'LOUGHLIN, CSE
WITNESS: A. VON HONE; HEALTH AGENT
PERC RATE: < 2 MIN. / INCH
DEEP 0135EKVATION HOLE #1 EL. G.4
DEPTH
SOIL
SOIL
501L COLOR
501L
SCALE:
FROM
SOIL
501L
501L COLOR
SOIL
OTHER
FROM
HORIZON
TEXTUREOTHER
(MUNS) LL)
MOTTLING
TEL.: (508) 775-0735 -- FAX: (508) 775-0754
SURFACE
PROFESSIONAL ENGINEERS * LAND SURVEYORS
0.-311
O
ORGANIC
3" - 7"
A
LOAMY SAND
I OYR4/3
7'- 19"
Bw
LOAMY SAND
I OYP.5/6
19, - GO"
C I
FINE SAND
2.5YQ4
60", - 84" ..___ _
_ C2
MEDIUM SAND
2.SY6/3
kwo rioa¢ 040** rMl<t -":Iwo
DEEP OBSERVATION HOLE #2 EL. 7.4
DEPTH
SOIL
SOIL
501L COLOR
501L
SCALE:
FROM
DRAWN BY:
III
= 20'
09-10-2007
TMW
OTHER
REVISION:
10-03-2007
HORIZON
TEXTURE
(MUN5ELL)
MOTTLING
TEL.: (508) 775-0735 -- FAX: (508) 775-0754
SURFACE
PROFESSIONAL ENGINEERS * LAND SURVEYORS
O" - 3"
O
ORGANIC
34-74
A
LOAMY5AND
I OYR4/2
7'- 21"
Bw
LOAMY 5AND
I OYP.5/G
2 1 " - 48"
C I
FINE SAND
2.5YG/4
48" - 84"
C2
MEDIUM 5AND
I 2.5YG/3
WATER ENCOUNTERED @ 80" (EL. 0.4)
MAXIMUM GROUNDWATER ELEVATION USED: EL. 2.0 NGVD
-(3) HIGH CAPACITY INFILTRATOR//+4.9
NFILTRATOR4.9 ,/ ^j •.• (SIDEWINDER) CNAMBER5 FOR
/\S. \`�` ,+ y oli �•�/ _ ROOF RUNOFF 4 OUTDOOR #4 BAR ^- 12" ON
1.5+ �\ �`�` +�� - y �A ••` • ,, 5HOWER�RAIN CENTER EACH WAY
/ \Po \ .' 4 v .;P ;4` IANDSCAPE IA/AI I
/ / \ SA5.7
\J • I ` \`.� �. F CA6LE (UNDERGROUND)
+' J 9`�0 \L%F TBM = EL. 1 O.0 (NGVD)
'a5.4+� ( NAIL SET IN -UTILITY POLE
00
NOTE: THERE WILL 13 NO LANDSCAPINGFO��� Qy 9 1'
AT T41E REAR OF THE 41OU5E. AREA 15+ •`�\ / 3 `�� • � Q�-00. c� � ' ' �"`i� �p � � / (3) #4 BAR
TO REMAIN IN IT'S NATURAL STATE.yh oy� �� _' - �O ` s \
i 6.5 CONTINUOUS ANY DISTURBED AREAS TO BE REPLANTED / �De\aC) / �\ / ; `�\ `� \ THRU FOOTING o_
WITH INDIGENOUS MATERIALS.
4
FIR5X4 5ECOND -T �� `� / i / ` i EL. 2.2
.'J FLOOR WQOD DECK \\ �`/ i ` i / `�`i I 2-0-
1
100%" EXPANSION
(3) HIGi i CAPACITY INFILTRATOR EL. 7.4 Q� O AnEA
(51DEWINDER) CHAMBERS FOR^� : / - ,�•, ---✓. `� O -
ROOF RUNOFF `• n \ / ' \ �!40` I N I -NG WALL DETAIL
Q
PROPOSED WORK LIMIT
` 56REEN PORCH
LINE -STAKED NAYBALES . iw/ DECK ABOVE
4 SILT FENCE 4 /' i 7.0 A
Tb ill I c)
y \
i
B" POURED CONCRETE RETAINING
WALL (WATER -PROOFED) ---
TOP @, EL. 10.0
V I;
Of
EN 5�
h,.B .�...'n-,.
DE51GN DATA
DAILY FLOW: (4) BEDROOMS x I 10 GPD = 440 GPD
SEPTIC TANK: 440 GPD x 200% = 880 GPD
U5E: 1 500 GALLON PRECAST SEPTIC TANK
DISTRIBUTION BOX:
USE: DB -9
501L ABSORPTION SYSTEM:
USE: (5) 500 GAL. DKYWELL5 LINED w/2'
OF DOUBLE WA5HED STONE ON ALL AROUND
CAPACITY:
51DEWALL AREA: III x 2 x 0.74 = 1 G4.3 GPD
BOTTOM AREA: 9.0 x 4G.5 x 0.74 = 309.7 GPD
474.0 GPD
GENERAL N OTE5
I . REMOVE ANY IMPERVIOUS MATERIAL FOR A 5' RADIU5 AROUND
SAS AND REPLACE WITH CLEAN MEDIUM SAND.
2. SEPTIC SYSTEM 15 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. TH15 SEPTIC SYSTEM 15 NOT DESIGNED FOR THE USE OF A
GARBAGE D15P05AL
5. THI5 PLAN 15 NOT TO BE USED FOR PROPERTY LINE DETERMINATION.
G. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DF-51GN
ENGINEER FOR ANY REQUIRED IN5FECTION5.
5ITE ^PLAN OF LAND
FOP,
341 GREAT ISLAND RD., WEST YARMOUTH, MA
INSPECTION SCHEDULE
ROGER McGOVERN
SCALE:
EL. 10.2
DRAWN BY:
III
= 20'
09-10-2007
TMW
I . INSPECT 501L REMOVAL
REVISION:
10-03-2007
SHEET NUMBER:
5P- I
WELLER * A550CIATE5
I G45 FALMOUTH RD., SUITE 4C -- P.O. BOX 4 17 CENTERVILLE, MA 02632
2 WINDY WAY, #232 NANTUCtCET, MA 02554
TEL.: (508) 775-0735 -- FAX: (508) 775-0754
2. STAKE RETAINING WALL LOCATION
PROFESSIONAL ENGINEERS * LAND SURVEYORS
3. INSPECT FOOTINGS 4 REBAR
4. INSPECT FINAL INSTALLATION OF
SEPTIC SYSTEM 4 FINAL GRADING
8" POURED CONCRETE
WALL - L15E 3000#
,,... _., `: ., C:
_ <... .. .,..... .. ....... .. .... ...
CONCRETE
1.5
WALL TO BE MADE WATERPROOF
Op
USING 5PhALT MA5TIC
2,7
S MIL THICK WHEN DRY
-
4.6
9.s
G
+4.9
EXISTING DWELLING -
TO BE DEMOLISHED;
;
1.5/
A;
5.1
EL. 6:2
CONCRETE PATIO
' \ OUT DOOR 5F10WER
....: EL. 8.0
Lp
/'
-(3) HIGH CAPACITY INFILTRATOR//+4.9
NFILTRATOR4.9 ,/ ^j •.• (SIDEWINDER) CNAMBER5 FOR
/\S. \`�` ,+ y oli �•�/ _ ROOF RUNOFF 4 OUTDOOR #4 BAR ^- 12" ON
1.5+ �\ �`�` +�� - y �A ••` • ,, 5HOWER�RAIN CENTER EACH WAY
/ \Po \ .' 4 v .;P ;4` IANDSCAPE IA/AI I
/ / \ SA5.7
\J • I ` \`.� �. F CA6LE (UNDERGROUND)
+' J 9`�0 \L%F TBM = EL. 1 O.0 (NGVD)
'a5.4+� ( NAIL SET IN -UTILITY POLE
00
NOTE: THERE WILL 13 NO LANDSCAPINGFO��� Qy 9 1'
AT T41E REAR OF THE 41OU5E. AREA 15+ •`�\ / 3 `�� • � Q�-00. c� � ' ' �"`i� �p � � / (3) #4 BAR
TO REMAIN IN IT'S NATURAL STATE.yh oy� �� _' - �O ` s \
i 6.5 CONTINUOUS ANY DISTURBED AREAS TO BE REPLANTED / �De\aC) / �\ / ; `�\ `� \ THRU FOOTING o_
WITH INDIGENOUS MATERIALS.
4
FIR5X4 5ECOND -T �� `� / i / ` i EL. 2.2
.'J FLOOR WQOD DECK \\ �`/ i ` i / `�`i I 2-0-
1
100%" EXPANSION
(3) HIGi i CAPACITY INFILTRATOR EL. 7.4 Q� O AnEA
(51DEWINDER) CHAMBERS FOR^� : / - ,�•, ---✓. `� O -
ROOF RUNOFF `• n \ / ' \ �!40` I N I -NG WALL DETAIL
Q
PROPOSED WORK LIMIT
` 56REEN PORCH
LINE -STAKED NAYBALES . iw/ DECK ABOVE
4 SILT FENCE 4 /' i 7.0 A
Tb ill I c)
y \
i
B" POURED CONCRETE RETAINING
WALL (WATER -PROOFED) ---
TOP @, EL. 10.0
V I;
Of
EN 5�
h,.B .�...'n-,.
DE51GN DATA
DAILY FLOW: (4) BEDROOMS x I 10 GPD = 440 GPD
SEPTIC TANK: 440 GPD x 200% = 880 GPD
U5E: 1 500 GALLON PRECAST SEPTIC TANK
DISTRIBUTION BOX:
USE: DB -9
501L ABSORPTION SYSTEM:
USE: (5) 500 GAL. DKYWELL5 LINED w/2'
OF DOUBLE WA5HED STONE ON ALL AROUND
CAPACITY:
51DEWALL AREA: III x 2 x 0.74 = 1 G4.3 GPD
BOTTOM AREA: 9.0 x 4G.5 x 0.74 = 309.7 GPD
474.0 GPD
GENERAL N OTE5
I . REMOVE ANY IMPERVIOUS MATERIAL FOR A 5' RADIU5 AROUND
SAS AND REPLACE WITH CLEAN MEDIUM SAND.
2. SEPTIC SYSTEM 15 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. TH15 SEPTIC SYSTEM 15 NOT DESIGNED FOR THE USE OF A
GARBAGE D15P05AL
5. THI5 PLAN 15 NOT TO BE USED FOR PROPERTY LINE DETERMINATION.
G. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DF-51GN
ENGINEER FOR ANY REQUIRED IN5FECTION5.
5ITE ^PLAN OF LAND
FOP,
341 GREAT ISLAND RD., WEST YARMOUTH, MA
PREPARED FOR
ROGER McGOVERN
SCALE:
DATE:
DRAWN BY:
III
= 20'
09-10-2007
TMW
JOB NUMBER:
07-03G
REVISION:
10-03-2007
SHEET NUMBER:
5P- I
WELLER * A550CIATE5
I G45 FALMOUTH RD., SUITE 4C -- P.O. BOX 4 17 CENTERVILLE, MA 02632
2 WINDY WAY, #232 NANTUCtCET, MA 02554
TEL.: (508) 775-0735 -- FAX: (508) 775-0754
EMAIL: trl5Weller@comca5t.net
PROFESSIONAL ENGINEERS * LAND SURVEYORS