Decision 4581 - Site PlanI
Locus o
0
er Shoff and -t
Rte 6A
O
m
s Send I eF
a 0
h
Dennis
0
(_X SLOPE)MIN. (_X SLOPE) (-!-% SLOPE)
5 131
H-20 H-20 .0' ~ COMBINED LOTPAREA:P I • I
3.34± AC.
FOUNDATION- 16' SEPTIC TANK 79' D' BOX 9' LEACHING �-
FACILITY /� p
.NOTES GROUNDWATER FOUND. LOCUS MAP
C EL. 6.8 IN TH3 NOT TO SCALE
- (PERCHED WATER- NO ADJUSTMENT) -
1. DATUM IS NAVD88(READS ONE FOOT LOWER THAN NGVD29) ASSESSORS MAP 131 PARCEL 2.1 & 1.1
2. MUNICIPAL WATER IS AVAILABLE SYSTEM DESIGN: LOCUS IS WITHIN FEMA FLOOD ZONE A5 EL.
12 AND C AS SHOWN ON COMMUNITY
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. GARBAGE DISPOSER IS NOT ALLOWED PANEL' #2500150001D DATED 7/2/1992
4. DESIGN LOADING' FOR ALL PRECAST UNITS TO BE AASHO DESIGN FLOW: 7 BEDROOMS 0 110 GPD = 770 GPD EXISTING AND PROPOSED HOME ARE NOT
H-10 (DBOX H-20) USE A 770 GPD DESIGN FLOW WITHIN A FLOOD HAZARD AREA
5. PIPE JOINTS TO BE MADE WATERTIGHT. SEPTIC TANK: 770 GPD (2) = 1540
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH USE A 2000 GAL. H-10 SEPTIC TANK
MASS: ENVIRONMENTAL CODE TITLE V.
LEACHING: ZONING SUMMARY
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO SIDES 770 GPD (.74) = 1041 SF REQUIRED
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
ZONING DISTRICT: R-40 DISTRICT
26' X 41' = 1066 SF OK
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 1066 SF X .74 = 789 GPD OK MIN. LOT SIZE 40,000 S.F.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
USE A 26' X 41' PIPE AND STONE LEACHING FIELD MIN. LOT FRONTAGE 150"
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION MIN. FRONT SETBACK 30'
SIDE SETBACK 20'
OBTAINED FROM BOARD OF HEALTH. MIN.,
MIN. REAR SETBACK 20'
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK. CONTRACTOR TO COORDINATE
ALL UTILITY' DISCONNECTS AND RECONNECTIONS WITH TOWN OF YARMOUTH n
APPROPRIATE VENDORS. CONSERVATION AREA OWNER OF RECORD
11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND JOHN W. & SUSAN M. BASSICK
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. LOT LA 1x7,87.
65 MARSHALL STREET
111,428± Sq Ft
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE PAXTON, MA 01612-12 3
REMOVED 5 BENEATH AND AROUND THE PROPOSED 2.01 AC. WETLAND±
LEACHING FACILITY. 0.55 AC. WETLAND±
2.56± Ac. TOTAL MAP 131 PCL 3 23.3 AC±
13: POOL ENCLOSURE UTILIZES NONCLIMBABLE 4' WALL AND (3. 4± Ac. TOTAL COMB EO HATH tA) x
COMPLIANT FENCING, ALL GATES TO BE SELF CLOSING AND evw-2J�
SELF LATCHING, OPEN OUT, DOORS ALARMED PER CODE: P�o� ��.�BVW-23 o z PHILLIPS PERERA REFERENCES
ANG
---BRIDG/ALKWAY 4# VW -24 n v
OPA LINE REPAIRbyIN KIND BVW-2t1'�
DEED BOOK 18004 PAGE 134
-------------------
B -20 PLAN BOOK 493 PAGE 2
.MOWED FlELD GRASS - �\
14. ROOF DRYWELLS TO BE PROVIDED FOR (NO FEDERAL FLOOD / /i 6 VW -19 �� \ (TO 6E MAINTA NED ,, 1
ALL ROOF RUNOFF, CONTRACTOR TO INSURANCE Exisr <,� �� ` WTM«TFER"u'ER)
COORDINATE DOWNSPOUT LOCATIONS,
AVAILABLE
NORTH of �` 1^__aRroGe ��s' \ \\\ AS EL. 12 (17 Ngyp88) A VW -25
PROVIDE DRYWELLS SIZED TO 7% OF ROOF LINE) \ / s -- A, FR TEST HOLE LOGS
�� WIN 8 EwSTING MO D - ; -'' tet\ ZONE C. ". qp CU
AREA DRAINED IN `PROVIDED LEACHING AREA, 1 ) LAWN s\ a`N qRF 1 m
SET IN CLEAN SAND ONLY, REMOVE ANY �/ /Y/ AREA '/' .0 • '04\\ NT �Mq 1 Bvw-26 evw-3o DANIEL A, OJALA, PE. SE#1805
UNSUITABLE SOILS. ^ro / ��I \ a `.� �� 041 ENGINEER:
roo' �� io��\\ FxrS ♦t� 1 DANIEL E. GONSALVES,'SE #13587
15. NOTE SEPTIC LEACHING REQUIRES UNSUITABLE SOIL ti 11� \ �_ �i1u'", �Bvw-z7 0
REMOVAL, ENGINEER TO INSPECT, 24 HR. NOTICE REQ. / / Bv�+ 6\ \--_��;X `CDeM; Ca/roj yO
AMY VON HONE, RS
REMOVAL 5' AROUND TO DEPTHS SHOWN ON \ x�x ' x `,� -28 NO FEDERAL FLOOD WITNESS:
/' [72) ( 12/5/2013
SOIL LOGS, DOWN TO APPROX. ELEV. 3.8 NAVD88 \ �BVW-291 INSURANCE DATE:
\ i � - [141 ` 1
. ... .. - � � �.'�+- :�♦ /AVAILABLE NORTH OF -
BVW-is� ; \i` 2W + , P + ti 62�`� �`� BVW THIS LINE) PERC. RATE _ < 5 MIN/INCH
/ 4 W, STRIP OPA LINED_
,° �} 1 ALL (14.5).-'- OPA LINEA-
° ;' ` \6 J� '----_ r--- 1 SCALED FROM FEMA CLASS SOILS
BVW-144/ sNo \`� r/ ��� \- --- O 1 MAP
MAP 131 PCL 1 v 05 \ Q ¢ (18. - -1-1-I III t + p
f�NDMI TE 1 W o } A` 5)..-�L1111J ? 'f- 1
NDMILL TO ,q/ W \3° / I L -_-_.J .\ ✓ �.. \G,� �1 ELEV. ELEV.
TOWN OF YARMOUTH AST OF 1 Q' \,/ , o i ROOF DRYWELL +/T 4z1 4 2
CONSERVATION AREA XISTING SHED 1 % ` r SEE NOTE 13. G 12.8'
1 ; }1 /Qc�I LEVEL LAWN TYP �" \tiF I 0' p' 13.2'
OCATION, WALL AREA (•-\� t x I A
ART OF li 1l `\90�y� ) 11 A
-13
OUNDATION SL 5.1 PROP. ! 1 PROP. / -- � SL
POOL / st Pero :;' \A� -s0 OFF WETLAND 12" 1OYR 3/2 11.8' 8" 10YR 3/2 12.5'
/ PE- EX. B B
1 \ I / ARG\'\ , HOUSE
DEMO \ I LS LS
`����.`` /' /. ► " (^)`. I 0 NAVOgBt�� II 26".. 1OYR 5/8 10.6' 36" 10YR5/8
OpOSED 12 5 8g / \ l ' 10.2'
\� BV/A'-12 0WIL 213 • � �i 1 PERC C1
7 y� J � � l� � 1 1\ F5 FS
11 u, 7'N77r jl \\ 60" 1 OYR 6/4 7.& 60" 1 OYR 6/4
w.° V// P�LCN t, rr \ - -�� 100' FF ETLAND: 8.2'
/l � \ C2 C2
/ ♦ / / \ �195� /7 A.. "I i .SIL Ail- UNSUITABLE
vw t o � �°/ \V I t I 1 OYR 5/4 t OYR 5/4 (TYP.)
o k / oSELF CLOSING / J - I 108 3.8' 108"
O Ol I �. ��'SELF IrATCHING /! \ 9�.. ........ GARAGE o 4.2'
P`� � / o%� POOL FENCE o / ..�.\... 33
•p.., p/C` GATE (TYP.) .� N a I C3 C3
BVW-10 j a//\ / i•'hr��'�' �' °4�'• 4 / m= f s i o
VW -9 �I / O// ,�.D •NEr1--rI FS FS...
�} , .•..'.'.....•.. ..... MPO
DEMO) /
/ p0• N/'APPROX. D RATI � I 1OYR 6/3 1OYR 5/3
1
'}
41,
/ t STONE " h 1 I 156" -0.2' 168" -0.2'
::Etdl " o I
l / ':`:`: ' V el oea °e a I £ GROUNDWATER ENCOUNTERED AT 96" GROUNDWATER ENCOUNTERED AT 114
Ile
4-/
.1n PLANTED \ - ep A.V G� l 4� - ELEV. ELEV.
+ 7 NEW ALIGNMENT"/ :' / ISLAND .. H �y 9�6yr�° 9 ry �I r w-, I-�
7 PAVED DRIVEWAY�Q/ ,�\ .`.. �.' M Q,000� l��°" z O"
O 11.$' _ p" 12.8'
tOYSL FiOYR
r Ta'''' • ' A ii
REMOVE SECTION F I 12" R 3/2 10.8' 10"/2 11.9'
DRIVEWAY a 1 B B
LS LS
+ .. �\, `` , /. -. p 11 m (WITH BOULDERS)
' p AXISTING WATER SERVICE E 1 0 l OYR S $ " 10YR 5 $
A ! C 30.. / 36 /
110 9.3' 9.8'
PR POSED SEPTIC LEACHING, \ :`:':':':•:••�,� [ "(REPLACE I M CATION) 1.
N SA E LO
UNSUITABLE SOIL REMOVAL '� \ - II.. 1 C1 C1
Q LIMIT, SEE NOTE 15.-
�� \ I II FS M/CS
VE °o \ N a sIX1IEo 60" 1OYR 6/4 6.8' 48" 1OYR 6/8 8.8'
--�----� .•.. � T\ C2 C2
''.:.. ''.. Ta::::: \ ' �SiL UNSUITABLE SiL
..... ' .�:'' ''' : /I 10YR 5/4 (TYP.) 1 OYR 5/4
I
^p S \` \ :'. EXIST. f -
' �♦ °' ♦ '.'.'.'.'.'. `.'. GARAGE
108" 2.8' 96" 4.8'
MAP 131 PCL 5 ��� °� C3 C3
TOWN OF YARMOUTH ,�♦ ab FIELD ADJUST X5 E
CONSERVATION AREA TO SAVE 18. OAK \
BVW-BTHIS AREA. 9yO \ \ I FS F5
x f
BVW-7 �� AD ST DRIVEWAY D/wI 156
AUG MMENT, PORTION \ LIGHT �\ " 10YR 6/3 10YR 6/3 -1,2' - 156" -0.2'
.B .. OF EMPTING STONE \ x (TYP.)
WALL TO BE REBUILT
70 EAST GROUNDWATER ENCOUNTERED AT 60" GROUNDWATER ENCOUNTERED AT ` 78"
1 \ " G7
8 BVW-5 I +
OT 1A +' " \\
17,018. Sq Ft (UPLANDI�•\\��qqA �. „ti(• \A ." //1t_ a
0. 9± Ac. I \'P `.'•' '•' VI 9/E3 OVE SECTION OF 'H
G..$.. A 14yEE O
t 17,023 Sq Ft (WETLAND \\ +tiQ p,•••,•, B l \ DRI WAY, BLOCK D
ryry t\ OCATED STONE c
1 0.39 Ac. \ :.(.:.•.:. ( aD
R
9h 1 1 TOTAL: 0. 6 ACRES t WILL a
BVW- T�� (3.34± AC. TOTAL WITH 2A)
F
`` 55.47' _
BVH-3rn
�
f02 y
BVW-1 -- AO 44 O.P / ROAD.
8 /
-601 SHORE /
-'�- evw J` 1 /
PUBLIC WAY 60' WIDE 1950 LAYOUT PB 96 PG 47
-' SST
00' BENCHMARK: HYDRAN�DATUM
.0 ELEVATION 17.2 NAVDPLAN
e�y '- OF
-•'' #122 THACHER SHORE ROAD
YARMOUTH PORT, MA
PREPARED FOR
off 508-362-4541 JOHN & SUSAN BASS'CK
I fax 508-.362-9880
downcape.com
down cape a mee�ing� enc j/"O " s' DATE: JANUARY 22, . WI
,,i ass T
•s°= DANIEL y��,Fs ^Ss� . REVISED: 2-10-2014 (ADD. WINDMILL PER CONSCOM)
T'.o A
ClV/l engineers . ° DANICLA. cy� _ Scale: 1"= 30.
m s
oJALA
$ OJALA
land surveyors
4 No.40GSO CIVIL
No. 465 o 15 30 45 so 75 FEET
939 Main Street (Rte 6A)
\ (qA E 5 SL OP 4 'P°
YARMOUTHPORT MA 02575 2'1(' �`l� 'ONA e 4 ��/\� J 1! " v
DCL, # 13-038 DATE DANIEL A. OJALA, P.E., P.L.S. 13-038 BAYSIDE BUILDING.DWC
SYSTEM PROFILE
LARK
CORNS=S C=
LEACHING
FI7_7 V./
-
(NOT TO SCALD
REBAR
.SET 4• EELCC+-
FIRST FLOOR EL. 21.3' ACCESS COVERS TO WITHIN 6' OF FIN. GRADE -
GRADE..
P,_°ECTION PORT
(SEE Ur -T-' :) VENT V:/ CHARCOAL FILTER
\
TOP FOUND EL 20.0'
2% S_ -'E
19.5' MINIMUM
FILTER FABRIC
.75' OF COVER OVER PRECAST
TOP 11.13'
PRECAST H-10
14.0
FINIS-�D GRADE- 4"
LOAM
& SEEO
'
WATERTEST D'BOX
Rs (TYP) -
!"•/
2se FOR LEVELNESS a•OSCH40 PVC
F
PIPES LEVEL 1ST 2'
CLEAN FILL
AND VENT
10• 2000 GAL H-10 14•
17.0' TEE SEPTIC TANK TEE`•P<°`'�P=
oc5=0.005
°
I16.712
5±
F.32'±
GAS BAFFLE.. °°' ^^
3/4•-1-1/2" DOUBLE MASHED
°
6"DEPTH ! MIN BELOV+ INV.
l12•
:4' UQ. LEVEL (ACME OR EQUAL)' 11.04' 1 7'
10.8'
STONE LEACHING. FIELD
Lc,,__ BOTTOM
°
! 10.61
a•o° .�:o•_
\
'
0 o .
• °goeoe°,°,°
r'�j.
770,770, /\7i.\i .,
Ir
90.0'
I
6' CRUSHED STONE OR MECHANICAL
- COMPACTION. (15.221 [21)-
2 72
Locus o
0
er Shoff and -t
Rte 6A
O
m
s Send I eF
a 0
h
Dennis
0
(_X SLOPE)MIN. (_X SLOPE) (-!-% SLOPE)
5 131
H-20 H-20 .0' ~ COMBINED LOTPAREA:P I • I
3.34± AC.
FOUNDATION- 16' SEPTIC TANK 79' D' BOX 9' LEACHING �-
FACILITY /� p
.NOTES GROUNDWATER FOUND. LOCUS MAP
C EL. 6.8 IN TH3 NOT TO SCALE
- (PERCHED WATER- NO ADJUSTMENT) -
1. DATUM IS NAVD88(READS ONE FOOT LOWER THAN NGVD29) ASSESSORS MAP 131 PARCEL 2.1 & 1.1
2. MUNICIPAL WATER IS AVAILABLE SYSTEM DESIGN: LOCUS IS WITHIN FEMA FLOOD ZONE A5 EL.
12 AND C AS SHOWN ON COMMUNITY
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. GARBAGE DISPOSER IS NOT ALLOWED PANEL' #2500150001D DATED 7/2/1992
4. DESIGN LOADING' FOR ALL PRECAST UNITS TO BE AASHO DESIGN FLOW: 7 BEDROOMS 0 110 GPD = 770 GPD EXISTING AND PROPOSED HOME ARE NOT
H-10 (DBOX H-20) USE A 770 GPD DESIGN FLOW WITHIN A FLOOD HAZARD AREA
5. PIPE JOINTS TO BE MADE WATERTIGHT. SEPTIC TANK: 770 GPD (2) = 1540
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH USE A 2000 GAL. H-10 SEPTIC TANK
MASS: ENVIRONMENTAL CODE TITLE V.
LEACHING: ZONING SUMMARY
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO SIDES 770 GPD (.74) = 1041 SF REQUIRED
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
ZONING DISTRICT: R-40 DISTRICT
26' X 41' = 1066 SF OK
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 1066 SF X .74 = 789 GPD OK MIN. LOT SIZE 40,000 S.F.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
USE A 26' X 41' PIPE AND STONE LEACHING FIELD MIN. LOT FRONTAGE 150"
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION MIN. FRONT SETBACK 30'
SIDE SETBACK 20'
OBTAINED FROM BOARD OF HEALTH. MIN.,
MIN. REAR SETBACK 20'
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK. CONTRACTOR TO COORDINATE
ALL UTILITY' DISCONNECTS AND RECONNECTIONS WITH TOWN OF YARMOUTH n
APPROPRIATE VENDORS. CONSERVATION AREA OWNER OF RECORD
11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND JOHN W. & SUSAN M. BASSICK
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. LOT LA 1x7,87.
65 MARSHALL STREET
111,428± Sq Ft
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE PAXTON, MA 01612-12 3
REMOVED 5 BENEATH AND AROUND THE PROPOSED 2.01 AC. WETLAND±
LEACHING FACILITY. 0.55 AC. WETLAND±
2.56± Ac. TOTAL MAP 131 PCL 3 23.3 AC±
13: POOL ENCLOSURE UTILIZES NONCLIMBABLE 4' WALL AND (3. 4± Ac. TOTAL COMB EO HATH tA) x
COMPLIANT FENCING, ALL GATES TO BE SELF CLOSING AND evw-2J�
SELF LATCHING, OPEN OUT, DOORS ALARMED PER CODE: P�o� ��.�BVW-23 o z PHILLIPS PERERA REFERENCES
ANG
---BRIDG/ALKWAY 4# VW -24 n v
OPA LINE REPAIRbyIN KIND BVW-2t1'�
DEED BOOK 18004 PAGE 134
-------------------
B -20 PLAN BOOK 493 PAGE 2
.MOWED FlELD GRASS - �\
14. ROOF DRYWELLS TO BE PROVIDED FOR (NO FEDERAL FLOOD / /i 6 VW -19 �� \ (TO 6E MAINTA NED ,, 1
ALL ROOF RUNOFF, CONTRACTOR TO INSURANCE Exisr <,� �� ` WTM«TFER"u'ER)
COORDINATE DOWNSPOUT LOCATIONS,
AVAILABLE
NORTH of �` 1^__aRroGe ��s' \ \\\ AS EL. 12 (17 Ngyp88) A VW -25
PROVIDE DRYWELLS SIZED TO 7% OF ROOF LINE) \ / s -- A, FR TEST HOLE LOGS
�� WIN 8 EwSTING MO D - ; -'' tet\ ZONE C. ". qp CU
AREA DRAINED IN `PROVIDED LEACHING AREA, 1 ) LAWN s\ a`N qRF 1 m
SET IN CLEAN SAND ONLY, REMOVE ANY �/ /Y/ AREA '/' .0 • '04\\ NT �Mq 1 Bvw-26 evw-3o DANIEL A, OJALA, PE. SE#1805
UNSUITABLE SOILS. ^ro / ��I \ a `.� �� 041 ENGINEER:
roo' �� io��\\ FxrS ♦t� 1 DANIEL E. GONSALVES,'SE #13587
15. NOTE SEPTIC LEACHING REQUIRES UNSUITABLE SOIL ti 11� \ �_ �i1u'", �Bvw-z7 0
REMOVAL, ENGINEER TO INSPECT, 24 HR. NOTICE REQ. / / Bv�+ 6\ \--_��;X `CDeM; Ca/roj yO
AMY VON HONE, RS
REMOVAL 5' AROUND TO DEPTHS SHOWN ON \ x�x ' x `,� -28 NO FEDERAL FLOOD WITNESS:
/' [72) ( 12/5/2013
SOIL LOGS, DOWN TO APPROX. ELEV. 3.8 NAVD88 \ �BVW-291 INSURANCE DATE:
\ i � - [141 ` 1
. ... .. - � � �.'�+- :�♦ /AVAILABLE NORTH OF -
BVW-is� ; \i` 2W + , P + ti 62�`� �`� BVW THIS LINE) PERC. RATE _ < 5 MIN/INCH
/ 4 W, STRIP OPA LINED_
,° �} 1 ALL (14.5).-'- OPA LINEA-
° ;' ` \6 J� '----_ r--- 1 SCALED FROM FEMA CLASS SOILS
BVW-144/ sNo \`� r/ ��� \- --- O 1 MAP
MAP 131 PCL 1 v 05 \ Q ¢ (18. - -1-1-I III t + p
f�NDMI TE 1 W o } A` 5)..-�L1111J ? 'f- 1
NDMILL TO ,q/ W \3° / I L -_-_.J .\ ✓ �.. \G,� �1 ELEV. ELEV.
TOWN OF YARMOUTH AST OF 1 Q' \,/ , o i ROOF DRYWELL +/T 4z1 4 2
CONSERVATION AREA XISTING SHED 1 % ` r SEE NOTE 13. G 12.8'
1 ; }1 /Qc�I LEVEL LAWN TYP �" \tiF I 0' p' 13.2'
OCATION, WALL AREA (•-\� t x I A
ART OF li 1l `\90�y� ) 11 A
-13
OUNDATION SL 5.1 PROP. ! 1 PROP. / -- � SL
POOL / st Pero :;' \A� -s0 OFF WETLAND 12" 1OYR 3/2 11.8' 8" 10YR 3/2 12.5'
/ PE- EX. B B
1 \ I / ARG\'\ , HOUSE
DEMO \ I LS LS
`����.`` /' /. ► " (^)`. I 0 NAVOgBt�� II 26".. 1OYR 5/8 10.6' 36" 10YR5/8
OpOSED 12 5 8g / \ l ' 10.2'
\� BV/A'-12 0WIL 213 • � �i 1 PERC C1
7 y� J � � l� � 1 1\ F5 FS
11 u, 7'N77r jl \\ 60" 1 OYR 6/4 7.& 60" 1 OYR 6/4
w.° V// P�LCN t, rr \ - -�� 100' FF ETLAND: 8.2'
/l � \ C2 C2
/ ♦ / / \ �195� /7 A.. "I i .SIL Ail- UNSUITABLE
vw t o � �°/ \V I t I 1 OYR 5/4 t OYR 5/4 (TYP.)
o k / oSELF CLOSING / J - I 108 3.8' 108"
O Ol I �. ��'SELF IrATCHING /! \ 9�.. ........ GARAGE o 4.2'
P`� � / o%� POOL FENCE o / ..�.\... 33
•p.., p/C` GATE (TYP.) .� N a I C3 C3
BVW-10 j a//\ / i•'hr��'�' �' °4�'• 4 / m= f s i o
VW -9 �I / O// ,�.D •NEr1--rI FS FS...
�} , .•..'.'.....•.. ..... MPO
DEMO) /
/ p0• N/'APPROX. D RATI � I 1OYR 6/3 1OYR 5/3
1
'}
41,
/ t STONE " h 1 I 156" -0.2' 168" -0.2'
::Etdl " o I
l / ':`:`: ' V el oea °e a I £ GROUNDWATER ENCOUNTERED AT 96" GROUNDWATER ENCOUNTERED AT 114
Ile
4-/
.1n PLANTED \ - ep A.V G� l 4� - ELEV. ELEV.
+ 7 NEW ALIGNMENT"/ :' / ISLAND .. H �y 9�6yr�° 9 ry �I r w-, I-�
7 PAVED DRIVEWAY�Q/ ,�\ .`.. �.' M Q,000� l��°" z O"
O 11.$' _ p" 12.8'
tOYSL FiOYR
r Ta'''' • ' A ii
REMOVE SECTION F I 12" R 3/2 10.8' 10"/2 11.9'
DRIVEWAY a 1 B B
LS LS
+ .. �\, `` , /. -. p 11 m (WITH BOULDERS)
' p AXISTING WATER SERVICE E 1 0 l OYR S $ " 10YR 5 $
A ! C 30.. / 36 /
110 9.3' 9.8'
PR POSED SEPTIC LEACHING, \ :`:':':':•:••�,� [ "(REPLACE I M CATION) 1.
N SA E LO
UNSUITABLE SOIL REMOVAL '� \ - II.. 1 C1 C1
Q LIMIT, SEE NOTE 15.-
�� \ I II FS M/CS
VE °o \ N a sIX1IEo 60" 1OYR 6/4 6.8' 48" 1OYR 6/8 8.8'
--�----� .•.. � T\ C2 C2
''.:.. ''.. Ta::::: \ ' �SiL UNSUITABLE SiL
..... ' .�:'' ''' : /I 10YR 5/4 (TYP.) 1 OYR 5/4
I
^p S \` \ :'. EXIST. f -
' �♦ °' ♦ '.'.'.'.'.'. `.'. GARAGE
108" 2.8' 96" 4.8'
MAP 131 PCL 5 ��� °� C3 C3
TOWN OF YARMOUTH ,�♦ ab FIELD ADJUST X5 E
CONSERVATION AREA TO SAVE 18. OAK \
BVW-BTHIS AREA. 9yO \ \ I FS F5
x f
BVW-7 �� AD ST DRIVEWAY D/wI 156
AUG MMENT, PORTION \ LIGHT �\ " 10YR 6/3 10YR 6/3 -1,2' - 156" -0.2'
.B .. OF EMPTING STONE \ x (TYP.)
WALL TO BE REBUILT
70 EAST GROUNDWATER ENCOUNTERED AT 60" GROUNDWATER ENCOUNTERED AT ` 78"
1 \ " G7
8 BVW-5 I +
OT 1A +' " \\
17,018. Sq Ft (UPLANDI�•\\��qqA �. „ti(• \A ." //1t_ a
0. 9± Ac. I \'P `.'•' '•' VI 9/E3 OVE SECTION OF 'H
G..$.. A 14yEE O
t 17,023 Sq Ft (WETLAND \\ +tiQ p,•••,•, B l \ DRI WAY, BLOCK D
ryry t\ OCATED STONE c
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YARMOUTHPORT MA 02575 2'1(' �`l� 'ONA e 4 ��/\� J 1! " v
DCL, # 13-038 DATE DANIEL A. OJALA, P.E., P.L.S. 13-038 BAYSIDE BUILDING.DWC