HomeMy WebLinkAbout812 Route 28 Plan of Land 2Design Calculations - STORMWATER DRAIN FOR LAWN
Surface Area of LAWN :2500 sq. ft
25 YEAR STORM DESIGN FLOW
PERCOLATION RATE - 2 Minutes per Inch
STORM WATER ABSORPTION AREA: Using perDcolatio88rgallons min./inch
Area: 2 gal/sq. ft. x 44 sq.
ns
Sidewall Area: 2 gal./sq. it. X 0 sq -
Providing., 108ft. 20 gallons in 2 Min
Providing: = 3240 gallons In 1 Hour
25 YEAR STORM DESIGN FLOW = 4.675 GAL in 24 HOURS/2500 SO FT LAW
Use: (2) PRECAST 2.5 DIAM. DRYWELL HAVING A 4' EFFECTIVE DEPTH,
TO BE USED WITH 2' OF WASHED STONE ALL AROUND
PRIVATE DWELLING
Existing 14" Soil B
00
1 \O ``1
I� � 00. 9
x%
A 1 \� Y
1 Y
r' 100 _ 1
1
r X
01.87
-v -X�- --��
� 1
/ 10i 2.05\` \�
.00
U
).
1.20
Y
13
\ 1�<x101.75
1 11 �.�
X \ Y 101.6
PRIVATE DWELLING 98.76 `
` `Y `Y EXIST. GARAGE
\� 1500 gal. i
1 1 Septic To , c
Y .p
98.70
Existing 14" Soil Berm
11
Y
Y
-C.lY
rn\
Y
.p\
C"Y
Y
XZ
98.80
TERMITE OF CAPE COD
1
X
X 111,1.13
N
C,
Y *tl
1 y
1
X 60.19 `*4
Y
r
10019
F
Y
x 1.07\
Y
V N� \ X 1 0.09
ON
,_
jeloo.gi
erg
K&812
ASPHALT ALONG SIDE OF GARAGE TO BE REMOVED
2 FEET FROM SIDE OF GARAGE AND SOIL TO BE REMOVED
TO ALLOW 10 INCH MINIMUM FOUNDATION TO BE EXPOSED
PER MA BUILDING CODE.
STEEL GRATING -H-20 TO BE INSTALLED TO MAINTAIN PA
AND TO PREVENT INJURY TO OCCUPANTS
6 UNIT
OWNER OCCUPIED
GUEST HOUSE
le
I 1
,ee
A�
1111. .AAAI
Drywell for
Lawn Runoff7
0
` o
100.07
X ?
X _
98.29 ;� .50
�7X
/'99.10
0 20 40 50
SCALE: 1"=20'
X
100.55
O, t 100.72 1
j
00 x 99.41
L
//100.69
\
X
\I
FIST.
/,Drywell for X 9
Downspouts
/ a9.55
i
P\ ; ' y5j /
XJ99.35
�c99.18 Y
14" Soil Berm
t
TYPICAL DRY WELL FOR DOWN SPOUTS
2'-6' DIA \
ON NSF omm
Norm
1. CONCREM 4,000 PSR LRIMULr AFTER 23 DAYS.
2. CAPACRY INCREASES M IK:Ra1D^5 OF 160 GALLONS
FOR EVERT S SECRON HOED.
3. BOTTOM PLA7E5 AVIRABLE.
4. ALSO AVADARLE IN ORE PMM
NOTE: 2 PERCENT GRADE TO BE MAINTAINED FROM
BUILDING TO SIDEWALK TO ALLOW FOR RAIN RUNOFF TO
TO TRAVEL TO DRAIN AND ALLOW FOR LAWN ABSORBTION
CONSTRUCTION NOTES
1. LAWN AREA FROM END OF SEPTIC TANK TO SOUTHWEST CORNER OF LOT
AND TO SOUTHEAST CORNER OF LOT TO BE EXCAVATED AND ASPHALT
FROM FORMER PARKING LOT TO BE REMOVED.
2. GRADE IN THIS AREA TO BE LOWERED TO ELEVATION 99.50
LOAM. SEED AND LANDSCAPE PLANTINGS TO BE REPLANTED.
3. DRAINAGE WIN AND BUBBLER TYPE GRATE TO BE INSTALLED IN
SOUTHWEST CORNER OF PROPERTY AT ELEVATION 99.00
TO ENSURE THAT WATER WILL BE COLLECTED ON SITE FROM LOWERED GRADE
4. 12" LOCK AND BLOCK RETAINING WALL TO BE CONSTRUCTED ALONG
PERIMETER OF BUILDING WHERE GRADE IS LOWERED TO MAINTAIN GRAVEL
AROUND BUILDING
5. 12" LOCK AND BLOCK RETAINING WALL TO BE CONSTRUCTED ALONG
WEST LOT LINE TO RETAIN REMAINING GRADE TO ENSURE WATER RUNOFF
WILL NOT IMPACT ABUTTER -TERMITE OF CAPE COD
6. Contractor is responsible for Digsafe notification, VFRIFTCATION
and protection of all underground utilities and pipes.
7 EXISTING SU SU of COVER. LINE TO BE LOWERED
TO MAIN
PLAN REF.:
NOTE:
THE PROPERTY LINES ARE APPROXIMATE AND
ARE COMPILED FROM A SURVEYED PLAN BY FAGLE SURVEYING, INC.
ENTITLED 'PLOT PLAN IN YARMOUTH, MA OF #812 ROUTE 28,
DATED - MARCH 15, 2007
AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
R SHOULD BE USED FOR NO PURPOSE OTHER THAN
THE TOPOGRAPHY MODIFICATION AND DRY WELL INSTALLATION.
LEGEND
104X1
L-�
a• NA DIET
SPOT GRADE
3753.25'
X 104.46
SPOT GRADE
PL
PROPERTY LINE
"H�OUS
/2. OH TAPER
SWMN vEw
NOTE: 2 PERCENT GRADE TO BE MAINTAINED FROM
BUILDING TO SIDEWALK TO ALLOW FOR RAIN RUNOFF TO
TO TRAVEL TO DRAIN AND ALLOW FOR LAWN ABSORBTION
CONSTRUCTION NOTES
1. LAWN AREA FROM END OF SEPTIC TANK TO SOUTHWEST CORNER OF LOT
AND TO SOUTHEAST CORNER OF LOT TO BE EXCAVATED AND ASPHALT
FROM FORMER PARKING LOT TO BE REMOVED.
2. GRADE IN THIS AREA TO BE LOWERED TO ELEVATION 99.50
LOAM. SEED AND LANDSCAPE PLANTINGS TO BE REPLANTED.
3. DRAINAGE WIN AND BUBBLER TYPE GRATE TO BE INSTALLED IN
SOUTHWEST CORNER OF PROPERTY AT ELEVATION 99.00
TO ENSURE THAT WATER WILL BE COLLECTED ON SITE FROM LOWERED GRADE
4. 12" LOCK AND BLOCK RETAINING WALL TO BE CONSTRUCTED ALONG
PERIMETER OF BUILDING WHERE GRADE IS LOWERED TO MAINTAIN GRAVEL
AROUND BUILDING
5. 12" LOCK AND BLOCK RETAINING WALL TO BE CONSTRUCTED ALONG
WEST LOT LINE TO RETAIN REMAINING GRADE TO ENSURE WATER RUNOFF
WILL NOT IMPACT ABUTTER -TERMITE OF CAPE COD
6. Contractor is responsible for Digsafe notification, VFRIFTCATION
and protection of all underground utilities and pipes.
7 EXISTING SU SU of COVER. LINE TO BE LOWERED
TO MAIN
PLAN REF.:
NOTE:
THE PROPERTY LINES ARE APPROXIMATE AND
ARE COMPILED FROM A SURVEYED PLAN BY FAGLE SURVEYING, INC.
ENTITLED 'PLOT PLAN IN YARMOUTH, MA OF #812 ROUTE 28,
DATED - MARCH 15, 2007
AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
R SHOULD BE USED FOR NO PURPOSE OTHER THAN
THE TOPOGRAPHY MODIFICATION AND DRY WELL INSTALLATION.
LEGEND
104X1
L-�
DENOTES PROPOSED
SPOT GRADE
DENOTES EXISTING
X 104.46
SPOT GRADE
PL
PROPERTY LINE
---9-
PROPOSED CONTOUR
97- - - _ _ -97
EXISTING CONTOUR
DEEP TEST HOLE &
PERCOLATION TEST LOCATION
REV.: 7/21/09 -Regraded without some retaining walls
PLAN OF LAND
IN SOUTH YARMOUTH, MASSACHUSETTS
OWNED BY
ROSEANNA NIKOLAIDIS RE TR.
AT
812 ROUTE 28
SOUTH YARMOUTH, MA
PCARMEN
R N E. SHA Y
moo=
S Y ENVIRONMENTAL SERVICES, INC.
No 1 185 ASHUMET ROAD
PF STEL MASHPEE, MA 02649
SFNITARIP� TEL/FAX : 508-539-7966
SCALE: 1"=20' DRAWN BY: CES I DATE: APRIL 5, 2009
PROJECT- 812 RT 28 FILENAME: 812 RT 28 SHEET 1 OF 1
9' MINIMUM.
3' MAXIMUM COVER
MIN 2' OF PEASTONE
3/4- - ! 1/2' DIA.
e DOUBLE WASHED STONE
99.05 • 97.08 2' H ?0 �.
t
Gas
� m s TOTAL PAVED AND WALK AREA 3.400 S.F 23z
TOTAL IMPERVIOUS AREA - 4.9601 S. -'34x 98.85 BAFFLE 3 OUTLET 7 0 4-500 GAL LEACHING CHAMBERS
lk? OCU a T r\ P
o D -BOX W/4' STONE AROUND. 12.8'• x 50.5'1 x 2'd
4 PARKING CALCULATIONS: 1500 GAL (H-201
t SEPTIC TANK
y p
I. SPACES PER DWELLING UNIT REQUIRED (HOTEL/MOTEL)
} 6' CRUSHED STONE OR
N 6 UNITS X !.! - 6.6 SPACES ' COMPACTED BASE
TOTAL PROVIDED - 7 SPACES
m` � HANDICAPPED SPACES PROVIDED - I SPACE PROF I L E: NOT TO SCALE
CL
LOCUS MAP
r
ASSESSOR'S MAP 33, PARCEL 64
I ZONING DISTRICTS, 82. MIN FRONTAGE - 125'
MIN LOT AREA -,20000 S.F. MAX BUILDING HEIGHT - 35' "
y" SETBACKS: FRONT 30', SIDE 25'. REAR - 20'
z MAXIMUM SITE COVERAGE 70z c �� �10G
MAXIMUM BUILDING COVERAGE - 259
ASSESSOR'S MAP 33. PARCEL 65
ZONING DISTRICTS. R-25, MIN FRONTAGE -.150'
MIN LOT AREA - 25000 S.F. MAX BUILDING HEIGHT - 35'
SETBACKS. FRONT 30'. SIDE - 15'. REAR 20'
's MAXIMUM BUILDING COVERAGE 25x eA'B
FLOOD ZONE B. MAP 250015 0006 D. DATED 7/2/92 RELOCATE STOCKADE
FENCE ALONG PROPERTY
LINE
GENERAL NOTES: Q
4q
3' CA! I➢FR TREES AT 20' CC \0 A CEL E
WITHIN THE 20, BUFFER r h'
1. PROPERTY LINE INFORMATION WAS COMPILED FROM 9. SEPTIC TANK. PUMP CHAMBER AND D BOX SHALL BE 5� 6 fif:3 } o uP 193/1
( AVAILABLE PLANS AND DEEDS OF RECORD AND DOES REINFORCED PRECAST CONCRETE AND WATERTIGHT. ,3 y4 °t ,, m
NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY.
E I0. D -BOX IS TO BE WATER TESTD TO CHECK FOR LEVEL.
2. VERTICAL DATUM 1S ASSUMED. FOR BENCH MARKS o
s
SET. " SEE SITE PLAN. 11. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 9Nf0 Sp 01 'A
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. 'o- Ca A
n 3. NO DETERM1NATION HAS BEEN MADE AS TO FOR LOCATION OF UNDERGROUNb UT1L lTf£S.
- PLANT A 4' WIDE BY 5- HIGH pg,p `��r� V, it i 1
a
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING DENSELY PLANTED EVERGREEN / ESX.. REGULATIONS. !T SHALL REMAIN THE CLIENTS !2. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE sHPUB HEDGE ro SCREEN re£
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL DESIGN ENGINEER NEER TWO DAYS PRIOR TO CONSTRUCTION PARKING AREA FROM ABUTTING /,. \ \ ^OCA` /� GULL WING YOTfL
PERMITS. VARIANCES ETC. FOR THIS PROJECT. OF THE SYSTEM TO ALLOW FOR,SCHEDULING OF THE DWELLINGS.
CONSTRUCTION INSPECTIONS.* /.. \ °� CATCH AASIN A-
RIM -90 .5
4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
To HAVE THE PROPOSED BUILDING FOUNDATION 13. ALL UNSUITABLE MATERIAL (A 6 B HORIZONS) y9.i
6
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE ENCOUNTERED BELOW THE INVERT OF THE LEACHING
AND SOIL CONDITIONSATTHE LOCATION OF THE FACILITY TO BE REMOVED FORA DISTANCE OF 5' pL�sL`1NG o 1p. e
F FOUNDATIONS FROM THE FORMER BUILDINGS ON THE WITH TITLE 5. THE BOTTOM Of, T 1N ACCORDANCE OwE a,�pFf
PROPOSED BUILDING. ALL SEPTIC SYSTEMS AND AROUND AND REPLACED WITH SA »,ll!
k THE HOLE IS 70 BE � � I BDEfdr B'TDIAM w
i LEACH PIT WIG' STONE S• ^�.
C S1 TE ARE TO BE LOCATED AND REMOVED PRIOR TO INSPECTED TO INSURE THAT THE EXISTING FOUNDATIONS ` 1 A.
CONSTRUCTION. HAVE BEEN REMOVED DOWN TO THE NATURAL SAND LAYER. 0.pGE p\ 0 t\ o
5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS 14. FIRE ALARM AND SPRINKLER SYSTEMS ARE REQUIRED
TO BE CONTAINED ON SITE. FOR THIS BUILDING.9.
'
e/Fc
6. ALL CONSTRUCTION METHODS AND MATERIALS AND 15. AN APPROVAL NOT REQUIRED PLAN IS TO BE FILED TO 1 \ // R'N, o o i 1�
MAINTENANCE OF THE SEPTIC SYSTEM SHALL COMBINE PARCELS 64 6 65 INTO ONE LOT. m 25 1500 GALLON
I CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL T \
S i ? �+ '�m�� .
BOARD OF HEALTH REGULATIONS, R j�yTIC TANK
4
7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER \\ A+\
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 987 I \ as 99.9 \ I J
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH _ l
3' CALIPER TREES AT 1C" CC
C •i WITHIN THE 20' BUFF£P
i STANDING H-20 WHEEL LOADS. sot \ / / -�� !� eNID00, a 9s.O
€ 8. ALL "SEWER PIPE SHALL BE SCHEDULE 40 OR
eRM�ff �•D f \per 4' DEEP r B' DfA'!
APPROVED EQUAL. SOF CAPE cd �5S9 LEACH PIT Wl2i STONE
f�PAkCEL-��%I � \O� PLANTA 4' WI0 BY 5' HIGH
S •� aiys' DENSELY PLANTED EYERGPEEN
t
GPT 6LADCL IFF MOTEL
SHRUB NFDG£ 77 SCREEN THE
PARKING AREA FROU ABUTTING
Zb
may' DWELL /NGS .
- - 3' CALIPER TREES Ar 20' CC S.S
r _ WITHIN THE BUFFER
BY HYDRANT TAG I T4�j�j 109 13
BOLT 201E • EL IOd. 79
RESIDENTIAL
P
\
8' MIN. H2O CAST
y CLAY BRICK LEVELING COURSE IRON FRAME AND COVER
I MORTARED INPLACE WITH I- VENT
4' MIN. PEAST)NETO FINISH GRADE ROSE PETAL GIFTS
1+ 8- H2O CAST IRON 4 MIL POLY
FRAME AND GRATE
CLAY BRICK LEVELING COURSE 1/4 -/FT- o o
FROM BASIN °O
t MD TARED I N PLACE 00
LEGEND
FILE Coni'
INVERT ELEVATIONS: DESIGN
CRI TER I A
INVERT AT BUILDING: 99.05 DESIGN FLOW:
ACCESS COVERS MUST
INVERT IN SEPTIC TANK: 98.85 6 BEDROOMS AT
I10 G.P.D. PER
6' OF FINISH GRADE
660 G.P.D.
INVERT IN DIST. BOX: 97.25
5 FIRST 2' TO
N AREA CALCULATIONS:
fNDER
BE LEVEL
INVERT 1N LEACH CHAMBER: 97.0
SWAN POND
TOTAL LOT AREA - 14,680t S.F.
4' uY_PjPr
!
TOTAL BUILDING AREA - 1.560
S.F. /Ix
OOV - 1320 GAL.
9' MINIMUM.
3' MAXIMUM COVER
MIN 2' OF PEASTONE
3/4- - ! 1/2' DIA.
e DOUBLE WASHED STONE
99.05 • 97.08 2' H ?0 �.
t
Gas
� m s TOTAL PAVED AND WALK AREA 3.400 S.F 23z
TOTAL IMPERVIOUS AREA - 4.9601 S. -'34x 98.85 BAFFLE 3 OUTLET 7 0 4-500 GAL LEACHING CHAMBERS
lk? OCU a T r\ P
o D -BOX W/4' STONE AROUND. 12.8'• x 50.5'1 x 2'd
4 PARKING CALCULATIONS: 1500 GAL (H-201
t SEPTIC TANK
y p
I. SPACES PER DWELLING UNIT REQUIRED (HOTEL/MOTEL)
} 6' CRUSHED STONE OR
N 6 UNITS X !.! - 6.6 SPACES ' COMPACTED BASE
TOTAL PROVIDED - 7 SPACES
m` � HANDICAPPED SPACES PROVIDED - I SPACE PROF I L E: NOT TO SCALE
CL
LOCUS MAP
r
ASSESSOR'S MAP 33, PARCEL 64
I ZONING DISTRICTS, 82. MIN FRONTAGE - 125'
MIN LOT AREA -,20000 S.F. MAX BUILDING HEIGHT - 35' "
y" SETBACKS: FRONT 30', SIDE 25'. REAR - 20'
z MAXIMUM SITE COVERAGE 70z c �� �10G
MAXIMUM BUILDING COVERAGE - 259
ASSESSOR'S MAP 33. PARCEL 65
ZONING DISTRICTS. R-25, MIN FRONTAGE -.150'
MIN LOT AREA - 25000 S.F. MAX BUILDING HEIGHT - 35'
SETBACKS. FRONT 30'. SIDE - 15'. REAR 20'
's MAXIMUM BUILDING COVERAGE 25x eA'B
FLOOD ZONE B. MAP 250015 0006 D. DATED 7/2/92 RELOCATE STOCKADE
FENCE ALONG PROPERTY
LINE
GENERAL NOTES: Q
4q
3' CA! I➢FR TREES AT 20' CC \0 A CEL E
WITHIN THE 20, BUFFER r h'
1. PROPERTY LINE INFORMATION WAS COMPILED FROM 9. SEPTIC TANK. PUMP CHAMBER AND D BOX SHALL BE 5� 6 fif:3 } o uP 193/1
( AVAILABLE PLANS AND DEEDS OF RECORD AND DOES REINFORCED PRECAST CONCRETE AND WATERTIGHT. ,3 y4 °t ,, m
NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY.
E I0. D -BOX IS TO BE WATER TESTD TO CHECK FOR LEVEL.
2. VERTICAL DATUM 1S ASSUMED. FOR BENCH MARKS o
s
SET. " SEE SITE PLAN. 11. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 9Nf0 Sp 01 'A
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. 'o- Ca A
n 3. NO DETERM1NATION HAS BEEN MADE AS TO FOR LOCATION OF UNDERGROUNb UT1L lTf£S.
- PLANT A 4' WIDE BY 5- HIGH pg,p `��r� V, it i 1
a
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING DENSELY PLANTED EVERGREEN / ESX.. REGULATIONS. !T SHALL REMAIN THE CLIENTS !2. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE sHPUB HEDGE ro SCREEN re£
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL DESIGN ENGINEER NEER TWO DAYS PRIOR TO CONSTRUCTION PARKING AREA FROM ABUTTING /,. \ \ ^OCA` /� GULL WING YOTfL
PERMITS. VARIANCES ETC. FOR THIS PROJECT. OF THE SYSTEM TO ALLOW FOR,SCHEDULING OF THE DWELLINGS.
CONSTRUCTION INSPECTIONS.* /.. \ °� CATCH AASIN A-
RIM -90 .5
4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
To HAVE THE PROPOSED BUILDING FOUNDATION 13. ALL UNSUITABLE MATERIAL (A 6 B HORIZONS) y9.i
6
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE ENCOUNTERED BELOW THE INVERT OF THE LEACHING
AND SOIL CONDITIONSATTHE LOCATION OF THE FACILITY TO BE REMOVED FORA DISTANCE OF 5' pL�sL`1NG o 1p. e
F FOUNDATIONS FROM THE FORMER BUILDINGS ON THE WITH TITLE 5. THE BOTTOM Of, T 1N ACCORDANCE OwE a,�pFf
PROPOSED BUILDING. ALL SEPTIC SYSTEMS AND AROUND AND REPLACED WITH SA »,ll!
k THE HOLE IS 70 BE � � I BDEfdr B'TDIAM w
i LEACH PIT WIG' STONE S• ^�.
C S1 TE ARE TO BE LOCATED AND REMOVED PRIOR TO INSPECTED TO INSURE THAT THE EXISTING FOUNDATIONS ` 1 A.
CONSTRUCTION. HAVE BEEN REMOVED DOWN TO THE NATURAL SAND LAYER. 0.pGE p\ 0 t\ o
5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS 14. FIRE ALARM AND SPRINKLER SYSTEMS ARE REQUIRED
TO BE CONTAINED ON SITE. FOR THIS BUILDING.9.
'
e/Fc
6. ALL CONSTRUCTION METHODS AND MATERIALS AND 15. AN APPROVAL NOT REQUIRED PLAN IS TO BE FILED TO 1 \ // R'N, o o i 1�
MAINTENANCE OF THE SEPTIC SYSTEM SHALL COMBINE PARCELS 64 6 65 INTO ONE LOT. m 25 1500 GALLON
I CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL T \
S i ? �+ '�m�� .
BOARD OF HEALTH REGULATIONS, R j�yTIC TANK
4
7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER \\ A+\
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 987 I \ as 99.9 \ I J
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH _ l
3' CALIPER TREES AT 1C" CC
C •i WITHIN THE 20' BUFF£P
i STANDING H-20 WHEEL LOADS. sot \ / / -�� !� eNID00, a 9s.O
€ 8. ALL "SEWER PIPE SHALL BE SCHEDULE 40 OR
eRM�ff �•D f \per 4' DEEP r B' DfA'!
APPROVED EQUAL. SOF CAPE cd �5S9 LEACH PIT Wl2i STONE
f�PAkCEL-��%I � \O� PLANTA 4' WI0 BY 5' HIGH
S •� aiys' DENSELY PLANTED EYERGPEEN
t
GPT 6LADCL IFF MOTEL
SHRUB NFDG£ 77 SCREEN THE
PARKING AREA FROU ABUTTING
Zb
may' DWELL /NGS .
- - 3' CALIPER TREES Ar 20' CC S.S
r _ WITHIN THE BUFFER
BY HYDRANT TAG I T4�j�j 109 13
BOLT 201E • EL IOd. 79
RESIDENTIAL
P
\
8' MIN. H2O CAST
y CLAY BRICK LEVELING COURSE IRON FRAME AND COVER
I MORTARED INPLACE WITH I- VENT
4' MIN. PEAST)NETO FINISH GRADE ROSE PETAL GIFTS
1+ 8- H2O CAST IRON 4 MIL POLY
FRAME AND GRATE
CLAY BRICK LEVELING COURSE 1/4 -/FT- o o
FROM BASIN °O
t MD TARED I N PLACE 00
LEGEND
SFA �
S l TE PL,q/ll OF L,A/V I 2
a
<912 R0U7_E .26. MAP 00, PARCEL e4 6 e.5
S O �J TH YA R "0 U TI -1,
R
PREPARED FOR
z I -DIA VENT s ROSE ,� N/V,Q /V / K O ;Gl / O/ S R E T R.
k MORTAR ALL
Z CLEANOUT /2' HDPE PIPE JOINTS LEACHING CONCRETE BOUND FOUND
TEE TO LEACHING BASIN ® WATER GATE
e 3/4'-11/2' WASHED (H-201 SCALE: /_- .20' ✓A N UA R Y 45
-W- WATER L INE
GAS CA TE
STONE ALL AROUND O HYDRANT
ED: FEBRUARY !4. 2006 I
1
-20 SOLID oo gO -GO- GAS LINE REVISED : SEPTEMBER ! . 2006
CATCH BASIN TYPE I-1 BITUMINOUS CONCRETE ^
6' DIAM, 2- BINDER COURSE. I' TOP COURSE CATCH BASIN E A C L E S U R V E Y
=-�. UTILITY POLE W/ GUY WIRE
-20 CONC SLAB 4' MIN. 8.5- DENSE GRADED CRUSHED STONE ---- OHW - OVER HEAD WIRES
W/l2- DIA LEACH HOLE 9 2 3 R o u e '6 A
6' DIAIA - -� -, -, OR 12' GRAVEL BASE -T- UNDERGROUND TELEPHONE LINE
i +4D.4 EXISTING SPOT EL£varroN / � I~ Ya rmou t h po r t MA . 2675
LEACHING hASiN PAVEMENT DETAIL EXISTING CONTOUR �I ��/ (508) 362 8132
CATCH BASIN �'\\/
DETA
/ L
DETA I L NO SCALE 40.40 PROPOSED SPOT ELEVATION (508) 432 5333
NO SCALE CT-'� RUNOFF DIRECTION
NO SCALE 0 15 30 60 I J� NO: 05-018 1 FIELD: CFW/EEK
CALC: SAH I CHECK) CFW
FILE Coni'
INVERT ELEVATIONS: DESIGN
CRI TER I A
INVERT AT BUILDING: 99.05 DESIGN FLOW:
INVERT IN SEPTIC TANK: 98.85 6 BEDROOMS AT
I10 G.P.D. PER
INVERT OUT SEPTIC TANK: 98.6 BEDROOM EQUAL
660 G.P.D.
INVERT IN DIST. BOX: 97.25
-
INVERT OUT DIST. BOX: 97.08 NO GARBAGE OR
fNDER
INVERT 1N LEACH CHAMBER: 97.0
BOTTOM OF LEACH CHAMBER: 95.0 SEPTIC TANK REQUIRED:
'X
G.P.D.
OOV - 1320 GAL.
ADJUSTED GROUND WATER: 89.0
SEPTIC TANK PROVIDED:
1500 GAL. MIN.
OBSERVED GROUND WATER: 86.1
BOTTOM OF TEST HOLE +2: 88.1 SOIL ABSORPTION
SYSTEM REQUIRED:
'
!
INDEX WELL M/W 29. ZONE A DESIGN P£RC RATE
5 MIN/INCH
MARCH 05 READING -7.I'. ADJ-0.9' SOIL TEXTURAL
CLASS - I
EFFLUENT LOADING
RATE - 0.74 GPD/SF
660 GPD / 0.7
GPD/SF - 892 S.F. REQUIRED
PROVIDED: 4-500
GAL LEACHING CHAMBERS
W/4' STONE AROUND.
A-900 S.F.
614 S,F. x 0. ,74
- 666 G.P.D.
SOIL TEST PIT D
TA
INDICATES _V INDICA TES
PERCOLATION = "OBSERVED
TEST GROUNDWATER
TP •1
TP #2
O, HORIZON TEXTURE COLOR 99.6 0- HORIZON
TEXTURE COLOR . 99.61
A LOAMY IOYR A
LOAMY IOYR
SAND 3/6
SAND 3/6
7 . .......................... ......... 99.0 6' ............
............. ................ 99.1
B LOAMY IOYRp
LOAMY IOYR
SAND 4/6 D
SAND 4/6
30' ....... ............................... 97.1 30' ...........
..................... 97.1
C I MEDIUM IOYR C I
MEDIUM IOYR
SAND 6/6
SAND 6/6
48-
120' NO WATER 89.6 138' _
88.1
DATE: MARCH 22, 2005
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE: ( 2 MIN/INCH
SFA �
S l TE PL,q/ll OF L,A/V I 2
a
<912 R0U7_E .26. MAP 00, PARCEL e4 6 e.5
S O �J TH YA R "0 U TI -1,
R
PREPARED FOR
z I -DIA VENT s ROSE ,� N/V,Q /V / K O ;Gl / O/ S R E T R.
k MORTAR ALL
Z CLEANOUT /2' HDPE PIPE JOINTS LEACHING CONCRETE BOUND FOUND
TEE TO LEACHING BASIN ® WATER GATE
e 3/4'-11/2' WASHED (H-201 SCALE: /_- .20' ✓A N UA R Y 45
-W- WATER L INE
GAS CA TE
STONE ALL AROUND O HYDRANT
ED: FEBRUARY !4. 2006 I
1
-20 SOLID oo gO -GO- GAS LINE REVISED : SEPTEMBER ! . 2006
CATCH BASIN TYPE I-1 BITUMINOUS CONCRETE ^
6' DIAM, 2- BINDER COURSE. I' TOP COURSE CATCH BASIN E A C L E S U R V E Y
=-�. UTILITY POLE W/ GUY WIRE
-20 CONC SLAB 4' MIN. 8.5- DENSE GRADED CRUSHED STONE ---- OHW - OVER HEAD WIRES
W/l2- DIA LEACH HOLE 9 2 3 R o u e '6 A
6' DIAIA - -� -, -, OR 12' GRAVEL BASE -T- UNDERGROUND TELEPHONE LINE
i +4D.4 EXISTING SPOT EL£varroN / � I~ Ya rmou t h po r t MA . 2675
LEACHING hASiN PAVEMENT DETAIL EXISTING CONTOUR �I ��/ (508) 362 8132
CATCH BASIN �'\\/
DETA
/ L
DETA I L NO SCALE 40.40 PROPOSED SPOT ELEVATION (508) 432 5333
NO SCALE CT-'� RUNOFF DIRECTION
NO SCALE 0 15 30 60 I J� NO: 05-018 1 FIELD: CFW/EEK
CALC: SAH I CHECK) CFW