HomeMy WebLinkAbout83-198797
Bayside Building, Inc.
--
�uaCity To Live (By"
Nick Bowes j1/Y nn
Sales Assists
5vc6_ -tax- i C" 'i
P.O. Box 95
Baybevy Square
1645 Roum 28
Centerville, MA 02632
Ofc: 508-771-1040
Fax: 508-775-0155
Cell: 774-487-0475
nick@baysidebuilding.com
,vw baysidebuilding.com
Sm"\\ 2 s � V,r\, RA
4/17/14 - Commisison review request plan chage later dated 4.11.14
C. Flaherty made motion to approve the revised plan as the plan of
record titled Site Plan of 122'lltacher Shore Road, Yarrauth Po
n, M.4 prepared for John & Susan Bassick revise date 4/11/2014.
2/13/14
0ARM40UTH1CC/PUBLIC HEARINGS
LEGAL NOTICE
TOWN OF YARMOUTH
CONSERVATION COMMISSION
The Yarmouth Conservation
Commission will conduct public hear-
inps pursuant to the Massachusetts
Wetland Act, M.G.L. Chapter 131,
Section 40 and the Town of Yarmouth
Wetland a -law Chapter 143, on
Februaryy 6Y 20113 at the Yarmouth
Town Offices 1146 Route 28 South
Yarmouth, MA beginning at 7:60 pm.
for the following matters:
Rerest for a Determination of
Applicability:
Andrew Lane, 47 Skyline Drive, West
Yarmouth,
family dwe ing and addition
ld deck
wilhm a buffer zone of Phases Pond
Notice of Intent:
William Donnellan, 12 Hedge Row,
West Yarmouth MA Propose to raze,
replace and relocate a single family
dwelling within a butler zone of Lewis
Bay
John & Re ma Dimock 28 Kelley
Road, South Yarmouth, MA Propose to
construct bank stabilization on Bass
River
Town of Yarmouth, Long Pond Drive
lMap 59 Lot 111, Propose themega
Improvements to down owned property
at Long Pond
John and Susan Bassick, 122 Thacher
Shore Road, Yarmouth Port MA,
Propose to raze, replace and relocate
single family dwelling, install a septic
s stem, pool and relocate windmill and
driveway within a buffer zone to a salt
marsh and bordering vegetated wet-
land
Plans and applications for the above
may be examined in the Yarmouth
Conservation Commission Office, 1146
Route 28, South Yarmouth, MA.
Monda thru Fnd'4 between the
hours ofy8:45,a.m. and 4:00 P.M.
Ed Hoopes, Chairman
Yarmouth Conservatlon
Commission
AD813066866
The Register 1130/14
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C
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ZF
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M
2/13/14
0ARM40UTH1CC/PUBLIC HEARINGS
LEGAL NOTICE
TOWN OF YARMOUTH
CONSERVATION COMMISSION
The Yarmouth Conservation
Commission will conduct public hear-
inps pursuant to the Massachusetts
Wetland Act, M.G.L. Chapter 131,
Section 40 and the Town of Yarmouth
Wetland a -law Chapter 143, on
Februaryy 6Y 20113 at the Yarmouth
Town Offices 1146 Route 28 South
Yarmouth, MA beginning at 7:60 pm.
for the following matters:
Rerest for a Determination of
Applicability:
Andrew Lane, 47 Skyline Drive, West
Yarmouth,
family dwe ing and addition
ld deck
wilhm a buffer zone of Phases Pond
Notice of Intent:
William Donnellan, 12 Hedge Row,
West Yarmouth MA Propose to raze,
replace and relocate a single family
dwelling within a butler zone of Lewis
Bay
John & Re ma Dimock 28 Kelley
Road, South Yarmouth, MA Propose to
construct bank stabilization on Bass
River
Town of Yarmouth, Long Pond Drive
lMap 59 Lot 111, Propose themega
Improvements to down owned property
at Long Pond
John and Susan Bassick, 122 Thacher
Shore Road, Yarmouth Port MA,
Propose to raze, replace and relocate
single family dwelling, install a septic
s stem, pool and relocate windmill and
driveway within a buffer zone to a salt
marsh and bordering vegetated wet-
land
Plans and applications for the above
may be examined in the Yarmouth
Conservation Commission Office, 1146
Route 28, South Yarmouth, MA.
Monda thru Fnd'4 between the
hours ofy8:45,a.m. and 4:00 P.M.
Ed Hoopes, Chairman
Yarmouth Conservatlon
Commission
AD813066866
The Register 1130/14
SYSTEM PROFILE
(NOT TO SCALE)
FIRST FLOOR EL. 21.3' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
\ TOP FOUND EL. 20.0'
19.5' MINIMUM .75' OF COVER OVER PRECAST
PRECAST H-10 WATER EST D'BOX
RISERS OYP.) FOR LEVELNESS :4"OS
CH4o PVC
Z.m
PIPES LEVEL 1ST 2'
T17.32'± 10.2000 GAL H-10 147.0' TEE SEPTIC TANK TEE 16.75'
12.5'GAS BAFFLE -
4' UQ. LEVEL (ACME OR EQUAL) ': 13.04 12'6T 12.8'
MARK CORNERS OF
FLEACHING FIELD W/
REBAR SET 4" BELOW
GRADE INSPECTION PORT (SEE DETAIL)
2% SLOPE
FILTER FABRIC
14.0 TOP 13.13' FINISHED GRADE- 4" LOAM & SEED
CLEAN FILL
4" PERFORATED PVC 5' OC. S=0.005In 3/4"-1-1/2" DOUBLE WASHED12" STONE LEACHING FIELDLEVEL BOTTOM
I
VENT W/ CHARCOAL FILTER
Ali Y I
CONNECT AND VENT
F�/zMIN
6"DEPTH BELOW INV.
12.3'
D 000o s o.o.00vao 90.0'
f 6" CRUSHED STONE OR MECHANICAL
I� COMPACTION. (15.221 [21)',,
(_7_7 SLOPE) MIN. (4-7 % SLOPE) ( 7. SLOPE) 5•0' �-
H-20H-20 LEACHING
FOUNDATION- 16' - SEPTIC TANK 79' D' BOX 9' FACILITY
GROUNDWATER FOUND
NOTES (PERCHED WATER- NO ADJUSTMENT)
1. DATUM IS NAVD88 (READS ONE FOOT LOWER THAN NGVD29)
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
H-10 (DBOX H-20)
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS. ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
MENCEMENT OF WORK CONTRACTOR TO COORDINATE
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 7 BEDROOMS @ 110 GPD = 770 GPD
USE A 770 GPD DESIGN FLOW
SEPTIC TANK: 770 GPD (2) = 1540
USE A 2000 GAL. H-10 SEPTIC TANK
LEACHING:
SIDES 770 GPD (.74) = 1041 SF REQUIRED
26' X 41' = 1066 SF OK
1066 SF X .74 = 789 GPD OK
USE A 26' X 41' PIPE AND STONE LEACHING FIELD
COM
ALL UTILITY DISCONNECTS AND RECONNECTIONS WITH TOWN OF YARMOUTHCONSERVATION AREA
APPROPRIATE VENDORS.
DISTRICT
11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
LOT SIZE
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
Locus o
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
150'
REMOVED 5' BENEATH AND AROUND THE PROPOSED
FRONT SETBACK
LEACHING FACILITY.
I �
13. POOL ENCLOSURE UTILIZES NONCLIMBABLE 4' WALL AND
20'
COMPLIANT FENCING, ALL GATES TO BE SELF CLOSING AND
REAR SETBACK
SELF LATCHING, OPEN OUT, DOORS ALARMED PER CODE.
------------------ LINE
-------
14. ROOF DRYWELLS TO BE PROVIDED FOR (NO FEDERAL FLOOD
ALL ROOF RUNOFF, CONTRACTOR TO INSURANCE
AVAILABLE NORTH
Rte 64 O
COORDINATE DOWNSPOUT LOCATIONS, OF
THIS LINE)
PROVIDE DRYWELLS SIZED TO 7% OF ROOF
AREA DRAINED IN PROVIDED LEACHING AREA,
c
SET IN CLEAN SAND ONLY, REMOVE ANY
UNSUITABLE SOILS.
15. NOTE SEPTIC LEACHING REQUIRES UNSUITABLE SOIL
REMOVAL, ENGINEER TO INSPECT, 24 HR. NOTICE REQ.
/
REMOVAL 5' AROUND TO DEPTHS SHOWN ON
i
NAVD88
LOT 2A
111,428± Sq Ft
2.01 AC. WETLAND±
0.55 AC. WETLAND±
2.56± Ac. TOTAL
(3.34± Ac. TOTAL COMBINED WITH 1A)
;�♦V'�BVW-23
XISTING BPAIR WINKIND 21
TO BE REPAIR IN KIND B -20 BVW-21♦ ♦ � `
MOWED FIELD GRASS �\
-19 �- \ (TO BE MAINTAINED ,\
fX/S /l 8 WITHOUT FERTILIZER)
_T 8RlDGf ,♦♦� D \\ A5 EL. 12 (11NAyp8
8), 1
D
g�VW B EXISTING MO s\ ZONE
! ) LAWN
! \ AREA � �+
"==-C X =mak (Ofl{O) CARD)
xMAN IP [121
BVW-25
1
1 BVW-26 BVW-30
MAP 131 PCL 3 23.3 AC±
m I
x
Z PHILLIPS PERERA
c)
0
Z)
f
0
ASSESSORS MAP 131 PARCEL 2.1 & 1.1
COMBINED LOT AREA: 3.34± AC.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 131 PARCEL 2.1 & 1.1
LOCUS IS WITHIN FEMA FLOOD ZONE A5 EL.
12 AND C AS SHOWN ON COMMUNITY
PANEL #2500150001D DATED 7/2/1992
EXISTING AND PROPOSED HOME ARE NOT
WITHIN A FLOOD HAZARD AREA
ZONING SUMMARY
ZONING DISTRICT: R-40
DISTRICT
MIN.
LOT SIZE
40,000 S.F.
Locus o
LOT FRONTAGE
150'
til
FRONT SETBACK
30'
I �
SIDE SETBACK
20'
0
reg Shor Rood z
REAR SETBACK
20'
�o
Rte 64 O
c
o Sond IFF
a O
Dennis
Pond x�
O
ASSESSORS MAP 131 PARCEL 2.1 & 1.1
COMBINED LOT AREA: 3.34± AC.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 131 PARCEL 2.1 & 1.1
LOCUS IS WITHIN FEMA FLOOD ZONE A5 EL.
12 AND C AS SHOWN ON COMMUNITY
PANEL #2500150001D DATED 7/2/1992
EXISTING AND PROPOSED HOME ARE NOT
WITHIN A FLOOD HAZARD AREA
ZONING SUMMARY
ZONING DISTRICT: R-40
DISTRICT
MIN.
LOT SIZE
40,000 S.F.
MIN.
LOT FRONTAGE
150'
MIN.
FRONT SETBACK
30'
MIN.
SIDE SETBACK
20'
MIN.
REAR SETBACK
20'
OWNER OF RECORD
JOHN W. & SUSAN M. BASSICK
65 MARSHALL STREET
PAXTON, MA 01612-1233
REFERENCES
DEED BOOK 18004 PAGE 134
PLAN BOOK 493 PAGE 2
0 TEST HOLE LOGS
m
ENGINEER: DANIEL A, OJALA, PE. SE#1805
DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
(NO FEDERAL FLOOD
SOIL LOGS, DOWN TO APPROX. ELEV. 3.8 R3 \ _- INSURANCE DATE: 12AVAILABLE
\r �j 4' WALL--- - Ig ��T ��� I AVAILABLE NORTH OF. < 5 MIN/INCH
+ [ts.s] DI + ti ,� THIS LINE) PERC. RATE _
01\4- v/ 7 `\N' �i -_--_ �\ \ ---- __OPA LIN_Ej-
OP A, LINE` 1 SCALED FROM FEMA CLASS I SOILS
MAP
BVW-14 r\2
MAP 131 PCL 1 4 r \ of /I I L1111J f rl ELEV.
1 \3 / i`\, L -----J 1 ,�.• \�,� y1 ELEV.
TOWN OF YARMOUTH 1 Q; a 6 \� / I RODE DRLL+? 1 1 g
CONSERVATION AREA ; �'v �J / LEVEL LAWN SEETMOTE 13. \ ;y;\,yam I 0" 12.8 p" 13.2'
AREA A
1 PROP. T / I r �� 11 SL SL
�-13 (f'-._35.1 1 '\ 1 POOL / p PTo .1\0 ;;A. ` - I '
r' D O\ I sz 60 pA a1 -so oFF WETLAND 12" 10YR 3/2 11.8' 8" 10YR 3/2 12.5
RE OCATE w / ; 18.8' �� / �C�RGNN\\ r HOUSEI\� B B
WI DMILL TO `i \ l IP /' �' ✓ x LS
` UTH OF / �r1 1 ' DEMO a' \ LS
li XISTING SHED r/ 1 PATIO G agues;' 4 c 1 1
LOCATION. WALLI / x PERGOLA / I 6D aN1E5 VIP, ' ✓ F, \ 11 x 26" 1 OYR 5/8 10.6' 36" 10YR 5/8 10.2'
PART OF 5'7 MILL "\
\ FOUNDATION : / P�i)\
pS 1P�88�r!� < P
NC1 C1
BV('1-12 x 3' ,i J II 213 �At \/ '',t 11\ ERC FS FS
y GN 1 \\ 60" 10YR 6/4 7.8' 60" 1OYR 6/4 8.2'
A / ip -
/ /I c� d�// POR •= f /r,, } 100' FF ETLAND
/o vrgYAN2 C2
s IM iDMILSL /LUNSUITABLE
10YR 5/4/(TYPo o, 10YR5/4
VW 1 108'
3.8
4.2'
Q/
j "SELF CLOSING o t ' ' ' ' ' ' ' • m GARAGE
p mal; I brc�� SELF LATCHING O // /19�:•::':':.:::.:::.::f j� 33�fl1 0
POOL FENCE O / •jt, a 1111E C3 C3
evw-t ,� aj GATE (TYP.) C7FNP1::'.'.'.'.�h���...
Q
�1 0VW-9 / ; ,1� .R�... r oNEN 'y^t I FS FS
/ ^y. ••, ,le 1 10YR 6/3 10YR 5/3
)c; APPROX. D RATIVE "
:::`:•:•::::...I �1�1 156 -0.2 168
/ / ........ STONE Ly -0.2' .
...:..... / eP�° I GROUNDWATER ENCOUNTERED AT 96" GROUNDWATER ENCOUNTERED AT 114"
/ /< ♦•.... /.fl '�.. \`Ea
ISLAND
/PLANTED
' ' tI 'ES�oo�,9� 1i ELEV. ELEV.
ALIGNMENTNEW B 4G ` Z p„ 3 . 4
12.8'0pPAVEDDRIVEWAYAF ;.A;•:./ v 0
A A
n?a
If G 3
/ j 12" t OYR 3/2 10.8' 10" 10YR 3/2 11.9'
REMOVE SECTION F I
DRIVEWAY f 1 B B
LS
+\x �\.\�'� f-`._5 / II XISTING WATER SERVICE ff o (WITH BOULDERS) LS
/ 0 30" 1OYR 5/8 9.3' 36" 1OYR 5/8 9.8'
PR POSED SEPTIC LEACHING, .
"`::�._```YH N (REPLACE IN SAME LOCATION) I
UNSUITABLE SOIL REMOVAL ,• d I C1 C1
LIMIT, SEE NOTE 15. ` u/ fl II I FS M/CS
�VENT
50,
oo N SHED 60" 10YR 6/4 6.8' 48" 10YR 6/8 8.8'
O OFF rl' \
0- \\ A I
llT„ \ 1 I1 C2 C2
.. • . ... . • . .. Ta......•.,�..,, �
AL UNSUITABLE SiL
\' '•' '•'• 10YR 5 4 TYP, 10YR 5/4
a.`:'::: 108.. / 2.8' ( ) 9B" 4.8'
}4 EXIST. f
.,,, . ♦`` ':':' ':.:'.'.. \ �... GARAGE C3
C3
MAP 131 PCL 5
♦ 6
FIELD ADJUST `\ ••♦♦•♦•♦•• \ £
TOWN OF YARMOUTH Ny° TO SAVE 18" OAK \ I FS FS
CONSERVATION AREA BVW-8►.` THIS AREA. \ \
evw-7
�� AD ST DRIVEWAY \\ D/w I 1 OYR 6/3 10YR 6/3
ALIG ENT, PORTION " 156"
B OF EX TING STONE \\* L(TYP•)`\\ s 156 -1,2' -4.2'
WALL 0 BE REBUILT \ �i \ X
TO EAST �\ J \\ 1 I GROUNDWATER ENCOUNTERED AT 60" GROUNDWATER ENCOUNTERED AT 78"
0
I \ \ q
& BVW-5 i +
LOT 1A + fore
17,018 Sq Ft (UPLAND)��
1 0. 9± Ac. `1 \�'1' •'•`A A REMOVE SECTION OF 0
t 17,02^ Sq Ft (WETLAND\ + E 1 DWIRTM WAY, BLOCK ➢
t 0.39 Ac.
ry - \ •'('•••'•'• 1 RELOCATED STONE G
9yti TOTAL: 0. 8 ACRES 1 + l... '4 1 WALL
BVW- `b'. (3.341 Ac. TOTAL WITH 2A) 1. ','•'.'.'. I z
F 0
���` 1 x h....Nu 55.47' X. 1 0
m
:.%+3
-2 I I
c I
-2 j .
---1f �::-/'''
BVW-1 P ADS ROA D
SHORE /
--- PUBLIC WAY 60' WIDE 1950 LAYOUT PB 96 PG 47
--- SNE
---- BENCHMARK: HYDRANT TAG BOLT
-- ELEVATION 17.2 NAVD88 DATUM
SITE PLAN
OF
---- #122 THACHER SHORE ROAD
YARMOUTH PORT, MA
DATE
DANIEL A. OJALA, P.L., P.L.S.
PREPARED FOR
JOHN & SUSAN BASSICK
DATE: JANUARY 22, 2014
REVISED: 2-10-2014 (ADJ. WINDMILL PER CONSCOM)
REVISED: 3-14-2014 (SAS INVERT)
REVISED: 4-11-2014 (REDUCED BUILDING FOOTPRINT/MISC.)
Scale: 1"= 30'
_ I
0 15 30 45 60 75 FEET 13-038 BAYSIDE BUILC
A
7. off 508-362-4541
fax 508-362-9880
clowncope.com
dorm cape
engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
DICE ## 13-038
DATE
DANIEL A. OJALA, P.L., P.L.S.
PREPARED FOR
JOHN & SUSAN BASSICK
DATE: JANUARY 22, 2014
REVISED: 2-10-2014 (ADJ. WINDMILL PER CONSCOM)
REVISED: 3-14-2014 (SAS INVERT)
REVISED: 4-11-2014 (REDUCED BUILDING FOOTPRINT/MISC.)
Scale: 1"= 30'
_ I
0 15 30 45 60 75 FEET 13-038 BAYSIDE BUILC
A
FIRST FLOOR EL. 21.3'
TOP FOUND EL. 20.0'
PRECAST H-10
RISERS (IYP.)
z'm
SYSTEM PROFILE
(NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
19.5' MINIMUM .75' OF COVER OVER PRECAST
WATERTEST D'BOX
FOR LEVELNESS 4*OSCH40 PVC
PIPES LEVEL 1ST 2'
17.32'± 1D" 2000 GAL H-10 14"
17.0' TEE SEPTIC TANK TEE 16.75'
1 Z.S'± GAS BAFFLE ���„`„�•�,"
4' UQ. LEVEL (ACME OR EQUAL)', 13.04' 1 12.87' 12.8
oa
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
( 7. SLOPE) MIN. (4_7 % SLOPE) ( R SLOPE)
H-20 H-20
FOUNDATION- 16' - SEPTIC TANK 79' D' BOX 9'
NOTES
1. DATUM IS NAVD88 (READS ONE FOOT LOWER THAN NGVD29)
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
H- 10 (DBOX H-20)
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS. ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD OF HEALTH.
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
MARK CORNERS OF
LEACHING FIELD W/
REBAR SET 4" BELOW
GRADE INSPECTION PORT (SEF DETAIL)
29 SLOPE
FILTER FABRIC
14.0 TOP 13.13' FINISHED GRADE- 4" LOAM & SEED
r
CLEAN FILL
4' PERFORATED PVC 5' O.C. S=0.005 0
0
3/4"-1-1/2" DOUBLE WASHED 0
12" STONE LEACHING FIELD
0
LEVEL BOTTOM o
LEACHING
FACILITY
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 7 BEDROOMS O 110 GPD = 770 GPD
USE A 770 GPD DESIGN FLOW
SEPTIC TANK: 770 GPD (2) = 1540
USE A 2000 GAL. H-10 SEPTIC TANK
LEACHING:
SIDES 770 GPD (.74) = 1041 SF REQUIRED
26' X 41' = 1066 SF OK
1066 SF X .74 = 789 GPD OK
USE A 26' X 41' PIPE AND STONE LEACHING FIELD
ALL UTILITY DISCONNECTS AND RECONNECTIONS WITH TOWN OF YARMOUTH
CONSERVATION AREA
APPROPRIATE VENDORS.
DISTRICT
11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
o
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
MIN,
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
°
�
LEACHING FACILITY.
FRONT SETBACK
13. POOL ENCLOSURE UTILIZES NONCLIMBABLE 4' WALL AND
MIN.
COMPLIANT FENCING, ALL GATES TO BE SELF CLOSING AND
20'
SELF LATCHING, OPEN OUT, DOORS ALARMED PER CODE.
REAR SETBACK
OPA LINE
-----------------------
14. ROOF DRYWELLS TO BE PROVIDED FOR (NO FEDERAL
/SiL
FLOOD
ALL ROOF RUNOFF, CONTRACTOR TO INSURANCE
AVAILABLE NORTH
1OYR 3/2
COORDINATE DOWNSPOUT LOCATIONS, OF
THIS LINE)
OYR 3/2
PROVIDE DRYWELLS SIZED TO 7% OF ROOF
AREA DRAINED IN PROVIDED LEACHING AREA,
(TYP•)
SET IN CLEAN SAND ONLY, REMOVE ANY
UNSUITABLE SOILS.
LS
15. NOTE SEPTIC LEACHING REQUIRES UNSUITABLE SOIL
LS
REMOVAL, ENGINEER TO INSPECT, 24 HR. NOTICE REQ.
26"
REMOVAL 5' AROUND TO DEPTHS SHOWN ON
i
SOIL LOGS, DOWN TO APPROX. ELEV. 3.8 NAVD88 /v
-10.2'
MAP 131 PCL1
TOWN OFF YARMOUTH
CONSERVATION AREA
LOT 2A
111,428± Sq Ft
2.01 AC. WETLAND±
0.55 AC. WETLAND±
2.56± Ac. TOTAL
(3.34± Ac. TOTAL COMBB�ED WITH 1A)
•..
1
11.8'
5.0'
VENT W/ CHARCOAL FILTER
CONNECT ANDIVENT
6'DEPTH LY, MIN BELOW
GROUNDWATER FOUND
0 EL. 6.8 IN TH3
(PERCHED WATER- NO ADJUSTMENT)
r -EXISTING BRIDGE/WALKWAY �♦
TO BE REPAIRED IN KIND BVW-21
B 20
MOWED FIELD GRASS
/ l ¢ VW -19 �� (TO BE MAINTAINED
EXIS L \ WITHOUT FERTILIZER)
T BR/DG
\---------
------------
\\ BNW_ B�'� LAWN
NG MO D F\ ZONE C '�.Mqp CU
\ 1 AREA fi��2
,1 t,\
In
6 f \ L ('DER D f
/ --- _
i�LANTI IP [121
47 WALL !
BVW-15
N. i
BVW-14�;ONa\
\ ROOF DRYWELL \
SEE NOTE 13.
}! / LEVEL LAWN TYP.
AREA
Beyr x 1 I PROP.
13 i !
- 35.1 1 D O \ POOL7'
WNOWLL TO
1
OU, OF
�1L
XIS TING SHE
LOCATION. WAL 1
PART OF /
FOUNDATION /
BVl1f-12 1
vw 1 f
i
BVW-10 4#2�
4 J
�
V14-9 ti AV'
;
L
WIND 1\ PERGOLA / I QWE-5 RAVVr?=
MILL P�p4p5 \Pv088.\ \ \
N
,
ASSESSORS MAP 131 PARCEL 2.1 & 1.1
COMBINED LOT AREA: 3.34± AC.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 131 PARCEL 2.1 & 1.1
LOCUS IS WITHIN FEMA FLOOD ZONE A5 EL
12 AND C AS SHOWN ON COMMUNITY
PANEL #2500150001D DATED 7/2/1992
EXISTING AND PROPOSED HOME ARE NOT
WITHIN A FLOOD HAZARD AREA
ZONING SUMMARY
ZONING DISTRICT: R-40
DISTRICT
Locus
o
40,000 S.F.
MIN,
or Shop Rood
°
�
S
FRONT SETBACK
30'
MIN.
�o
20'
� Rte 6q O
REAR SETBACK
20'
c
/SiL
o $pRd F�
1OYR 3/2
�J
OYR 3/2
o
Dennis
Pond x�
(TYP•)
0
LS
108'
ASSESSORS MAP 131 PARCEL 2.1 & 1.1
COMBINED LOT AREA: 3.34± AC.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 131 PARCEL 2.1 & 1.1
LOCUS IS WITHIN FEMA FLOOD ZONE A5 EL
12 AND C AS SHOWN ON COMMUNITY
PANEL #2500150001D DATED 7/2/1992
EXISTING AND PROPOSED HOME ARE NOT
WITHIN A FLOOD HAZARD AREA
ZONING SUMMARY
ZONING DISTRICT: R-40
DISTRICT
MIN.
LOT SIZE
40,000 S.F.
MIN,
LOT FRONTAGE
150'
MIN.
FRONT SETBACK
30'
MIN.
SIDE SETBACK
20'
MIN.
REAR SETBACK
20'
OWNER OF RECORD
JOHN W. & SUSAN M. BASSICK
65 MARSHALL STREET
PAXTON, MA 01612-1233
MAP 131 IPCL 3 23.3 AC±
X
N
N �
n z PHILLIPS PERERA REFERENCES
W-24
DEED BOOK 18004 PAGE 134
rq PLAN BOOK 493 PAGE 2
a
♦♦ BVW-25 0
TEST HOLE LOGS
179
1441 BVW-26 BVW-30 ENGINEER: DANIEL A, OJALA, PE. SE#1805
♦♦/ DANIEL E. GONSALVES, SE #13587
BVW-27 m
c92 AMY VON HONE, RS
WITNESS:
♦♦-B -28(1
0
12/5/2013NFEDERAL FLOOD
BVW-291 INSURANCE DATE:
1--- - -- AVAILABLE NORTH OF.. - < 5 MIN INCH
THIS LINE) PERC. RATE _ /
-
Op 7- 0,- LINE',- -- - -_OPA LINE
1 SCALED FROM FEMA GLASS I SOILS
-' xl MAP
1
-50 OFF
EX. -
HOUSE
J DEMO
y c
{ \\ 11 x
S 1
\
1\
100 Fr vcicni.�
I X.
w N ID
L'\,��ta1
SELF CLOSING
0/ / ........... GARAGE
SELF LATCHING O 33.
.1
POOL FENCE o
p�
GATE (TYP.) %•:':'' .W�,Y..:::.:.:,' ,/QQ�':':•:•:•:•: .:,� /� I
/ 4/ !'.'.'.'.'.'.'., ' �2� '''''' 'cA (COM
•'y•'•'.'.' ..i,4o ..,APPROX. D RA71 i
..:.'.'..'.'...'
':':::':':':':.:.::..:.. STONE Lu 0 I
. .......... i \ .::..
ZP/ .U+ /PLANTED `. Gq0\VELPI fi
NEW ALIGNMENT y�"i/ // ISLAND
PAVED DRIVEWAY,F�...".' F'Gpe�, L�i-ge Z
(� ^o// .•s6 \ .FSS .. 49 w I
X.
y REMOVE SECTION F J
DRIVEWAY
\ � 1
'T
XISTING WATER SERVICE /I o
PROPOSED SEPTIC LEACHING, .�.- �, N(REPLACE IN SAME LOCATION) I
\\ UNSUITABLE SOIL REMOVAL ` -
\ LIMIT, SEE NOTE 15.
` VENT \\ X EXIST. JI
\\ 0
OTiv A V
�\ \ 3+ 1
,',',','. /I
EXIST. F
\'' - \ l'.'.' ' GARAGE
MAP 131 PCL 5 -
TOWN OF YARMOUTH `% 0° FIELD ADJUST `\ a
CONSERVATION AREA B_Se�.��`` �R� TO SAS AR8A" OAK ` \` I
BVW-7 AD ST DRIVEWAY `,\ D/W I
% ALIG MENT, PORTION L LIGHT
B OF EXISTING STONE +(TYP•) \\ f
T WALL ,O BE REBUILT 1 �/ \ I r*I
` T TO EAST �\
1 + \
\8 BVW-5 I + \q gl\
1 17,018± Sq Ft (UPLAND)\\ \+v�P/\\ a
1 '; 0. 9± Aa ♦ \G ;... ..: REMOVE SECTION OF
` 17,00239 SAq Ft (WETLAND V\ +IF ry1 DRIVEWAY, BLOCK
c.\ '`(''WITH
`'`' t RELOCATED STONE
C, 1 � TOTAL: 0. 8 ACRES 11 +� '1:•'.'-'p 1 WALL
(3.34± Ac. TOTAL WITH 2A) I (I "¶'
:•b' f
I ��� \l I x 55.47
BVW-3 I ;•;hi;
a / .g'4 I E
I I, � + 1 I
0
BW -2 �
BVW_1 ROAD
8 --w- SO ORE /
------'-- �(� \ PUBLIC WAY 60' WIDE 1950 LAYOUT PB 96 G 47
VA ,
♦-- BENCHMARK: HYDRANT TAG BOLT
ELEVATION 17.2 NAVD88 DATUM
z
cT
0
1
4
ELEV.
z
ELEV.
0"
8.
12.8' " 0
13.2'
-
A
A
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
DCE ## 13-038
SL
SL
[1
/SiL
;AND 12"
1OYR 3/2
11.8' 8"
OYR 3/2
12.5'
B
(TYP•)
B
LS
108'
LS
4.2'
26"
1 OYR 5/8
10.6' 36"
1 OYR 5/8
-10.2'
C1
C1
FS
PERC
FS
FS
FS
60"
1 OYR 6/4
78 60"
1 OYR 6/4
21
100 Fr vcicni.�
I X.
w N ID
L'\,��ta1
SELF CLOSING
0/ / ........... GARAGE
SELF LATCHING O 33.
.1
POOL FENCE o
p�
GATE (TYP.) %•:':'' .W�,Y..:::.:.:,' ,/QQ�':':•:•:•:•: .:,� /� I
/ 4/ !'.'.'.'.'.'.'., ' �2� '''''' 'cA (COM
•'y•'•'.'.' ..i,4o ..,APPROX. D RA71 i
..:.'.'..'.'...'
':':::':':':':.:.::..:.. STONE Lu 0 I
. .......... i \ .::..
ZP/ .U+ /PLANTED `. Gq0\VELPI fi
NEW ALIGNMENT y�"i/ // ISLAND
PAVED DRIVEWAY,F�...".' F'Gpe�, L�i-ge Z
(� ^o// .•s6 \ .FSS .. 49 w I
X.
y REMOVE SECTION F J
DRIVEWAY
\ � 1
'T
XISTING WATER SERVICE /I o
PROPOSED SEPTIC LEACHING, .�.- �, N(REPLACE IN SAME LOCATION) I
\\ UNSUITABLE SOIL REMOVAL ` -
\ LIMIT, SEE NOTE 15.
` VENT \\ X EXIST. JI
\\ 0
OTiv A V
�\ \ 3+ 1
,',',','. /I
EXIST. F
\'' - \ l'.'.' ' GARAGE
MAP 131 PCL 5 -
TOWN OF YARMOUTH `% 0° FIELD ADJUST `\ a
CONSERVATION AREA B_Se�.��`` �R� TO SAS AR8A" OAK ` \` I
BVW-7 AD ST DRIVEWAY `,\ D/W I
% ALIG MENT, PORTION L LIGHT
B OF EXISTING STONE +(TYP•) \\ f
T WALL ,O BE REBUILT 1 �/ \ I r*I
` T TO EAST �\
1 + \
\8 BVW-5 I + \q gl\
1 17,018± Sq Ft (UPLAND)\\ \+v�P/\\ a
1 '; 0. 9± Aa ♦ \G ;... ..: REMOVE SECTION OF
` 17,00239 SAq Ft (WETLAND V\ +IF ry1 DRIVEWAY, BLOCK
c.\ '`(''WITH
`'`' t RELOCATED STONE
C, 1 � TOTAL: 0. 8 ACRES 11 +� '1:•'.'-'p 1 WALL
(3.34± Ac. TOTAL WITH 2A) I (I "¶'
:•b' f
I ��� \l I x 55.47
BVW-3 I ;•;hi;
a / .g'4 I E
I I, � + 1 I
0
BW -2 �
BVW_1 ROAD
8 --w- SO ORE /
------'-- �(� \ PUBLIC WAY 60' WIDE 1950 LAYOUT PB 96 G 47
VA ,
♦-- BENCHMARK: HYDRANT TAG BOLT
ELEVATION 17.2 NAVD88 DATUM
z
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0
off 508-362-4541
fax 508-362-9880
downcape.com
8.
engineering, inc.
q2/C2
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
DCE ## 13-038
SiL
/SiL
UNSUITABLE
108'
10YR 5/4
1OYR 5/4
(TYP•)
3.8'
108'
4.2'
C3
C3
FS
FS
1OYR 6/3
10YR 5/3
156"
-0.2'
168"
GROUNDWATER
ENCOUNTERED
AT 96"
GROUNDWATER
ENCOUNTERED AT 114"
4
ELEV.
4
ELEV.
0^
11.8'
�"
12_8'
A
A
SL
SL
[1
12"
1OYR 3/2
10.8'
10"
OYR 3/2
11.9'
B
B
LS
LS
(WITH BOULDERS)
30"
1 OYR 5/8
9.3'
36"
1 OYR 5/8
9 8.
C1
C1
FS
M/CS
60"
1 OYR 6/4
6.8'
48"
1 OYR 6/8
8.81
C2
C2
SIL
UNSUITABLE
SiL
108"
/1 OYR 5/4
(TYp•) 96„
1OYR 5/4
4.8'
2.8'
C3
C3
FS
FS
1OYR 6/3
1OYR 6/3
156 "
-1.2'
156"
-0.2'
GROUNDWATER
ENCOUNTERED
AT 60"
GROUNDWATER
ENCOUNTERED
AT 78"
O
C
C:
-4
z
2
T_
m
SITE " I { • A
OF
-------- #122 THACHER SHORE ROAD
DATE
YARMOUTH PORT, MA
PREPARED FOR
JOHN & SUSAN BASSICK
DATE: JANUARY 22, 2014
Y sla3.'� cv� ca,ZN CF igSS i4
�Frf y REVISED: 2-10-2014 (ADJ. WINDMILL PER CONSCOM)
ag` aoP �s°qo
DANIEL
E, A Iy< r REVISED: 3-14-2014 (SAS INVERT)
I QPm
REVISED: 4-11-2014 (REDUCED BUILDING FOOTPRINT/MISC.)
CIVIL
r s � Scale: 1 "= 30'
Fraj �
DANIEL A. OJALA, P.E., P.L.S. 0 15 3o 45 50 75 FEE` 13-038 BAYSIDE BUILD
off 508-362-4541
fax 508-362-9880
downcape.com
down cape
engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
DCE ## 13-038
DATE
YARMOUTH PORT, MA
PREPARED FOR
JOHN & SUSAN BASSICK
DATE: JANUARY 22, 2014
Y sla3.'� cv� ca,ZN CF igSS i4
�Frf y REVISED: 2-10-2014 (ADJ. WINDMILL PER CONSCOM)
ag` aoP �s°qo
DANIEL
E, A Iy< r REVISED: 3-14-2014 (SAS INVERT)
I QPm
REVISED: 4-11-2014 (REDUCED BUILDING FOOTPRINT/MISC.)
CIVIL
r s � Scale: 1 "= 30'
Fraj �
DANIEL A. OJALA, P.E., P.L.S. 0 15 3o 45 50 75 FEE` 13-038 BAYSIDE BUILD