HomeMy WebLinkAboutApp# 5-A1791X6 CORNEF
2" PVC SILL
SCREENED PANELS
MAHOGNAY DECKIN
FHGLS. COLUMNS
PROPOSED LEFT/WEST ELEVATION
IIALT
4LUWNUM GUTTER
1X4 SECOND MEMBER FRIEZE
1 X10 FRIEZE
ARE -DIPPED WC SHINGLES
TRUE -DIVIDED LIGHT TRANSOMS
CARRIAGE STYLE
GARAGE DOORS
1X6 CORNER BOARDS
H
i D
APPROVED _I
YARMOUTH COMMITTEE
i ._..... , cmn
ERT
ARCHITECTS, INC.
ARCHITECTURE CONSTRUCTION
INTERIORS PLANNING
939 MAIN STREET, D1
PO BOX 343
YARMOUTHPORT, MA 02675
tel (508) 362-8883
fax (508) 362-4883
WINKERTARCHITECTS.COM
NEW RESIDENCE
FOR:
MR. & MRS. GERRY
MANNING
LOT 41
MAYFLOWER TERRACE
YARMOUTH, MA
THESE PLANS ARE NOT TO BE USED
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE.
DATE ISSUED:
REVISIONS:
PERMIT SET
PROGRESS SET
PRICING SET
PROGRESS SET
REGISTRATION
SCALE: 1/4"=1'-0"
0 1 2 4 8
SHEET NO.
FRONT & LEFT
ELEVATIONS
TOTAL NUMBER OF SHEETS
IN SET:
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS
m.:
FIR
CERTAINTEED "EVERNEW"
RAILING SYSTEM
PROPOSED REAR/NORTH ELEVATIOIJ
1X6 CORNER BOARDS
1X4 RAKE TRIM -
1X10 RAKE TRIM
1X6 RAKE TRIM
ALUMINUM GUTTER —
10" TURNCRAFT
FBGLS. COLUMNS
BRICK VENEER CHIMNEY
2823
kr •:t i ,
REliv{ V
12 2 12` - 2" PVC SILL
1X4 _RAKE TRIM 10-1 X10
_ I _ 1 ARCHITECTURAL ASPHALT
— 1X10 -RAKE -TRIM - - \ ROOF SHINGLES 3815❑ CUSTOM CUPOLA
ALUMINUM GUTTER
—1X6 RAKE TRIM
- =- CONTIMUOUS RIDGE VENT /K,- --
�I L�I L�
li
28310 28310 -
3052 3052 3052
2852 2852 2852 _-- 05 2852
u u 2bS J
.-: 2 2
CUSTOM CUSTOM
120611
MAHOGNAY DECKING
CONTIMUOUS RIDGE VENT i =
J
STONE 11TAINING WALLS
1X4 DOOR/WINDOW CASING
12
110
X
E R T
CERTAINTEED "EVERNEW"
RAILING SYSTEM
PROPOSED REAR/NORTH ELEVATIOIJ
1X6 CORNER BOARDS
1X4 RAKE TRIM -
1X10 RAKE TRIM
1X6 RAKE TRIM
ALUMINUM GUTTER —
10" TURNCRAFT
FBGLS. COLUMNS
BRICK VENEER CHIMNEY
2823
kr •:t i ,
REliv{ V
12 2 12` - 2" PVC SILL
1X4 _RAKE TRIM 10-1 X10
_ I _ 1 ARCHITECTURAL ASPHALT
— 1X10 -RAKE -TRIM - - \ ROOF SHINGLES 3815❑ CUSTOM CUPOLA
ALUMINUM GUTTER
—1X6 RAKE TRIM
- =- CONTIMUOUS RIDGE VENT /K,- --
�I L�I L�
li
28310 28310 -
3052 3052 3052
2852 2852 2852 _-- 05 2852
u u 2bS J
.-: 2 2
CUSTOM CUSTOM
120611
MAHOGNAY DECKING
CONTIMUOUS RIDGE VENT i =
J
STONE 11TAINING WALLS
1X4 DOOR/WINDOW CASING
12
110
X
PROPOSED RIGHT/EAST ELEVATION
1/2" (ROWN
1X4 SECOND MEMBER'RIEZE
- PRE—DIPPED WC SWGLES
CERTAINTEED "EVRNEW"
RAILING ,YSTEM
MAHOGNAY C.CKING
1X4 DOOR/WINDOWCASING
PRE—DIPPED WC SHINGLES
T�
- 12
�12
E R T
0 1*
ARCHITECTURE CONSTRUCTION
N
939 MAIN STREET, D1
ME
YARMOUTHPORT, MA 02675
0112
tel (508) 362-8883
fax (508) 362-4883
WWW.ERTARCHITECTS. COM
NEW RESIDENCE
FOR:
MR. & MRS. GERRY
MANNING
LOT 41
MAYFLOWER TERRACE
PROPOSED RIGHT/EAST ELEVATION
1/2" (ROWN
1X4 SECOND MEMBER'RIEZE
- PRE—DIPPED WC SWGLES
CERTAINTEED "EVRNEW"
RAILING ,YSTEM
MAHOGNAY C.CKING
1X4 DOOR/WINDOWCASING
PRE—DIPPED WC SHINGLES
T�
- 12
�12
E R T
ARCHITECTS, INC.
ARCHITECTURE CONSTRUCTION
INTERIORS PLANNING
939 MAIN STREET, D1
PO BOX 343
YARMOUTHPORT, MA 02675
tel (508) 362-8883
fax (508) 362-4883
WWW.ERTARCHITECTS. COM
NEW RESIDENCE
FOR:
MR. & MRS. GERRY
MANNING
LOT 41
MAYFLOWER TERRACE
YARMOUTH, MA
1'Ai�2nG:%/T�H�{CC(�l;i4liT cE
THESE PLANS ARE NOT TO BE USED
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE.
DATE ISSUED:
REVISIONS:
PERMIT SET
PROGRESS SET
PRICING SET
PROGRESS SET
REGISTRATION
SCALE: 1/4"=l'—O'
0 1 2 4 8
SHEET NO.
RIGHT & REAR
ELEVATIONS
TOTAL NUMBER OF SHEETS
IN SET:
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS
DEEP OBSER VA TION H
NO SCALE
nFFP ORSERVATION HOLE 1 ELEV=101
DEPTH FROM
SOIL
SOIL
SOIL COLOR
SOIL
OTHER
SURF CE
HORIZON
TEXTURE
MUNSELL
MOTTLING
0%-5%
0" - 11"
0/A
LOAMY SAND
10 YR 2/2
NONE
5% COBBLES
11" - 28"
B
LOAMY SAND
10 YR 5/8
NONE
AND STONES
28" - 132"
C
MED -COARSE
10 YR 6/3
NONE
5% GRAVEL.
SAND
PLAN BOOK:
2% COBBLES
nFFP OBSERVATION HOLE 2 ELEV=141
DEPTH FROM
SURFACE
SOIL
HORIZON
SOIL
TEXTURE
SOIL COLOR
MUNSEL
SOIL
MOTTLING
OTHER
0" - 13"
0/A
LOAMY SAND
10 YR 2/2
NONE
0%-5%
13" - 48"
B
LOAMY SAND
10 YR 5/6
NONE
5% COBBLES
r ''
:;•.. //� /�
ASSESSORS
MAP 120 PARCEL 1.3
AND STONES
48" - 138"
C
MEDIUM SAND
10 YR 6/3
NONE
DESIGN CALCULA TIONS
DATE OF TESTS: SEPTEMBER 9, 2003
PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP
IN THE C HORIZON IN DOH # 1 AND DOH #2
WITNESSED_BY : USA LYONS, CSE
DAVE FLAHERTY, YARMOUTH BOARD OF HEALTH
GROUNDWATER ENCOUNTERED ® ELEV=0.6
GROUNDWATER ENCOUNTERED AT A
DEPTH OF 113'
PERO 0 50'
NO GROUNDWATER ENCOUNTERED
DESIGN FLOW: 5 BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 550 GPD
550 GPD X 200% = 1100 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED
A 50.5' L x 10' W. x 2' D. LEACHING CHAMBER CAN LEACH:
Vt=50.5(2)2x.74+50.5(10)x.74+10(2)2x.74=552 GPD
INSTALL: ONE ( 1) - 50.5 'L x 10 V. x 2 'D. LEACHING CHAMBER Vt = 552 GPD > 550 GPD REQ').
ONE ( 1) - 1500 GAL SEPTIC TANK, MINIMUM ALLOWED
ONE ( 1) - DISTRIBUTION BOX ( 9 OUTLET)
NOTES
1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN.
2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF
THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT
STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY
COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST
COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS.
3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER
SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS,
AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER.
4) ALL GRAVITY SEWER PIPE SHALL BE 4- DIA SCH 40 PVC UNLESS OTHERWISE
NOTED. THE MINIMUM SLOPE OF 4' DIA. SCH 40 PVC SHALL BE 0.01 FT/FT.
5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL
FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF
HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR
TO CONSTRUCTION.
6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS
SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES
CHANGES IN DESIGN.
7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND
UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE
WORK AREA DURING CONSTRURON.
8) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN
GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS
MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN
45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE p4 SIEVE.
THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES.
THE MATERIAL THAT PASSES THE .114 SIEVE SHALL MEET THE
FOLLOWING GRADATION REQUIREMENTS:
OF FOUNDATION
THE MINIMUM SLOPE FOR
4' DIA SCH 40 PVC
PIPE IS 1/8' PER FT
SIEVE
PERCENT
SIZE
PASSING
50
10%-100%
100
0%-20%
200
0%-5%
9 -MIN.
3' MAX.
,
DROP:2' MIN - 3' MAX.
FLOW UNE
Io-wjjD D"] 2E awl
15W GAT.
SEPPC TANK
W/SANITARY TEES
TED BASED GAS BAFFLE USE•J
LAYER OF 'TUF-TIIV OR
STONE APPROVED EQUIVALENT
LIQUID DEPTH OUTLET TEE DEPTH
BELOW FLOW UNE
4 FT 14 INCHES
5 FT 19 INCHES
6 FT 24 INCHES
7 FT 29 INCHES
ESTIMATED HIGH GROUNDWATER CALCULATION
(USGS/CCC METHOD)
INDEX WELL- #MIW-29 ZONE A
DATE OF READING: 9-24-03 DEPTH TO GROUNDWATER: 9.42 FEET
GROUNDWATER LEVEL ADJUSTMENT: 1.9 FEET
ACTUAL GROUNDWATER LEVEL 0 SITE EL= 0.6 FEET
ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL: EL= 2.5 FEET
k
k
k
k
k
SOIL REMOVAL NOTE
REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5' OF LEACHING
CHAMBERS DOWN TO C HORIZON IN DOH #1 & DOH #2 AND REPLACE WITH
SAND FILL IN ACCORDANCE WITH NOTE T8 TO ELEVATION=13.0f
RAISE COVERS TO WTM 6'
OF FINISH GRADE
MAYFLOWER
APP, 'srD
YMwrH cora^nrrrE�
4ASTAL
.. `NGINEERING
OMPANY, INC.
0
i 260 Cranberry Hwy, Orleans, MA 02653
508.255.6511 Fax 508.255.6700
LOCUS
KELLEYS
BAY
t�lo SUBGRADE DRIVEWAY- FOR LOT 1A, PREPARED Rry R KNOB HILL RD.
\ COMPACT SOIL AROUND OUTER FOR ROD SROCZENSKI, DATED
/PERIMETER OF BALES SEPTEMBER 30, 2004. ROUTE 6
BPS \\\ �/ YARMOUTH, MA
K Da76g6' %_ o zKEY MAP
HA YBALES WITH SILT FENCING DETAIL NO SCALE
BENCHMAK-
aGAP �" , ; , — , —-- — — — \ NOT TO SCALE DA
MM) CONSTRUCTION NOTES
liIX1.14.11 FEET
� o _ - , , - LEGEND
0"0"naN)
EROSION CONTR_QL ■
' - LOT a THE SILTAitaV BARRIER, AS SHOWN ON THE PLANS, SHALL BE BOUND
100 -YEAR FLOOD MAP 12D, PARCEL 1.2 INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED UNTIL w-3 WETLAND FLAG
RJ■RAIN
(ELEvnnoN=6) I l f / Rcxa '1 ! _ q' �ti5
oRrwE(m) COMPLETION OF PROJECT. MATERIAL STOCKPILES SHALL BE EDGE OF WETLAND
PROTECTED FROM EROSION BY COVERING OR BY THE PLACEMENT OF
A SILT FENCE ON THE DOWNHILL SIDE OF THE STOCKPILE, AREAS # LAMP POST
k 1 / l ► / \ r \ _ -, i onsnNc DISTURBED BY CONSTRUCTION SHALL BE REVEGETATED PRIOR TO —10— EXISTING CONTOUR
�1� / o �""G COMPLETION OF THE PROJECT. ROOF DRAINAGE SHALL BE
/' �� ,6���' COLLECTED BY GUTTERS AND DOWNSPOUTS AND RECHARGED —10— PROPOSED CONTOUR
1500 GA11 t`r/ 10
II 1 l �ID 1 \ 10, nc TANK uM r OF s sae ' THROUGH THE PROPOSED ROOF DRAINAGE DRY WELLS. +17,0 PROPOSED SPOT GRADE
I 1 ✓f I \ / �; / e " REMOVAL
—W— WATER SERVICE
DECK PROPa5E0 \ / ` \ X14- - LIMIT OF WORK: —ETC— ,
I \ /
FF
/ ��o�T 3oTJl \ THE SITEWORK CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE ELECTRIC CABLE AND
1 FF EtEV=79.0 ..
�.&� " / TELEPHONE SERVICES
} 1 aS � / '. EXI511NG SEPTC SYSTEM\ 1 J BOUNDARIES OF THE PROPERTY AND THE LIMIT OF WORK. THE
k I 1 ,) 1 0 0 - — — — ="— s - CONTRACTOR S4ALL EXERCISE CARE IN ORDER TO PROTECT —G — GAS SERVICE
/ �"RESER
� - - - - \ . ADJACENT PROPERTIES AND WETLAND RESOURCE AREAS. THE
AREA l25051x 10V x 2D
1 } I ! I �" \ LEACHING CHAMBER • ' - - - CONTRACTOR STALL NOT OPERATE HEAVY EQUIPMENT OR STOCKPILE
I
S.LTATm eweERA / / /ri�'� \ - - N - - _12- EXCAVATION OF CONSTRUCTION MATERIAL ON THE WETLAND SIDE OF FLOOD NO TE,
_ _ \ THE PROPOSED SILTATION BARRIER.
D9 f0►d 9.1.70109 M7d � \1\1 \.. `Y "- 69' /y\ "
•_ I ' \ \ 4*�0* s'�i� ¢Ew1s.o w oa+-1 .• �. — \1\ \ SITE LIES M FLOOD ZONES A4 (ECFV. 6), B.
AND C, PER FEMA FIRM COMMUNITY PANE.
15 0002D, REVISED JULY 2. 1092
SALTMARSH mss, ey.'�'. .. .: __ -_\\\. \\ `\ °\. ,CONSERVATION NOTE:
EXISTING DRIVEWAY MPROVED AND WEILPND
BOUNDARY CONFIRMED WITH DETERMINATION OF
APPLICABILITY ISSUED BY YARMOUTH CONSERVATION
COMMISSION ON OCTOBER 26, 20D4.
1
ET
k ( I / ..• ;. �- � - - /" � \ \ •1W. . I \ 1 isles /
e W
k . \Dw`_=' �(�
1 1
N�23p k i+ LOT to I I/ VI / o� A
f 121 MAYFLOWER TERRACElb' •O //
MAP 120, PARCEL 1.3
: TOTAL AREA
217,6001 S.F. 5.00± AG
.Lyp.No UPLAND
�• 93,8901 S.F. 2.16± AC.
' WETLAND N f
' 123,710± SF. 2.84± AC.
3• 3 MAP 119 PCL 57 1
Ou
MAP 119 PARCEL
i
VARIANCE REQUEST
MAP 119 PCL 56 � f
ONE (1)- 50.5'L x 10'W x 2'D LEACHING CHAMBER CONSTRUCT PLAT2aA��
BY PLACING FIVE 8'-6" x 4'-10' x 2'-10" LEACHING CHAMBER A VARIANCE IS REQUESTED FROM YARMOUTH BOARD OF
/ / NSA ' HEALTH RCE IS EQ 3.7 DISTANCES AND LOCATION OF
UNITS END TO END WITH 4'-0" STONE ON ENDS AND 2'-7" -
�'
STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS 40 0 40 80 120 DISPOSAL FACILITIES) TO ALLOW THE TOP OF FOUNDATION TO
BE CONSTRUCTED AT ELEVATION=19.0, WHERE THE HIGHEST
MANUFACTURED BY SHOREY PRECAST OR EQUAL). % �...� POINT OF THE ROAD AFFRONTING THE LOT IS 23.1 FEET. A
SCALE 1"=0''
(THIS AREA IS SERVED BY'D WATER) 4.1 VARIANCE IS REQUESTED.
FNTSI GRADE
D'BOX MINIMUM D'BOX ITSDE
MENSONS IfAT 3 MAX
PVC PIPE M y� 40 DIA SCH 40 PVC PIPE
PIPE OR FLOW
LEVELER INVIItT ALL
1310 1293 12.53
3/4' TO 1 1/2'
COMPACTED BASE-' DOUBLE WASHED STONE
W/ 6' LAYER OF I I 1053
CRUSHED STONE ALL -
LINE(S) EXITING D'BOX MUST REMAIN END NEW
LEVEL FOR 2'-O' BEFORE PITCHING
DOWN TO LEACHING FACILITY
20'1 20'f
LONGEST RUN
:MA TIC FI_
ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5
0
TO 1/2' STONE
r -Os
8'± TO ADJUSTED
GROUNDWATER c
c
ADJUSTED GROUNDWATER
— ELEVAT10Nm2.%
1:•
OF LEACHING CHAMBER
NO SCALE
r=
STANDAITD ALT FENCE
PLAN
REFERENCES:
5
r ''
:;•.. //� /�
ASSESSORS
MAP 120 PARCEL 1.3
r
,,. , ,
A/ � ,
PLAN BOOK:
584 PAGE: 61
0
PLAN BOOK:
295 PAGE: 56
y
z
PLAN BOOK:
79 PAGE: 101
COMPACTED SUBGRADE
PLAN BOOK:
586 PAGE: 61
3
STRAW BALES
/ (SEE INSERT BELOW)
DEED BOOK:
15799 PAGE: 239
TWO (2) 2'X2' STAKES, OR
STANDARD TWO
ZONING DISTRICT: R-40
/EQUIVALENTPER BALE DRIVEN
SILT FENCE
(1) FOOT INTO GROUND
PLAN SHOWING PROPOSED
GREAT
WEstf
MAYFLOWER
APP, 'srD
YMwrH cora^nrrrE�
4ASTAL
.. `NGINEERING
OMPANY, INC.
0
i 260 Cranberry Hwy, Orleans, MA 02653
508.255.6511 Fax 508.255.6700
LOCUS
KELLEYS
BAY
t�lo SUBGRADE DRIVEWAY- FOR LOT 1A, PREPARED Rry R KNOB HILL RD.
\ COMPACT SOIL AROUND OUTER FOR ROD SROCZENSKI, DATED
/PERIMETER OF BALES SEPTEMBER 30, 2004. ROUTE 6
BPS \\\ �/ YARMOUTH, MA
K Da76g6' %_ o zKEY MAP
HA YBALES WITH SILT FENCING DETAIL NO SCALE
BENCHMAK-
aGAP �" , ; , — , —-- — — — \ NOT TO SCALE DA
MM) CONSTRUCTION NOTES
liIX1.14.11 FEET
� o _ - , , - LEGEND
0"0"naN)
EROSION CONTR_QL ■
' - LOT a THE SILTAitaV BARRIER, AS SHOWN ON THE PLANS, SHALL BE BOUND
100 -YEAR FLOOD MAP 12D, PARCEL 1.2 INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED UNTIL w-3 WETLAND FLAG
RJ■RAIN
(ELEvnnoN=6) I l f / Rcxa '1 ! _ q' �ti5
oRrwE(m) COMPLETION OF PROJECT. MATERIAL STOCKPILES SHALL BE EDGE OF WETLAND
PROTECTED FROM EROSION BY COVERING OR BY THE PLACEMENT OF
A SILT FENCE ON THE DOWNHILL SIDE OF THE STOCKPILE, AREAS # LAMP POST
k 1 / l ► / \ r \ _ -, i onsnNc DISTURBED BY CONSTRUCTION SHALL BE REVEGETATED PRIOR TO —10— EXISTING CONTOUR
�1� / o �""G COMPLETION OF THE PROJECT. ROOF DRAINAGE SHALL BE
/' �� ,6���' COLLECTED BY GUTTERS AND DOWNSPOUTS AND RECHARGED —10— PROPOSED CONTOUR
1500 GA11 t`r/ 10
II 1 l �ID 1 \ 10, nc TANK uM r OF s sae ' THROUGH THE PROPOSED ROOF DRAINAGE DRY WELLS. +17,0 PROPOSED SPOT GRADE
I 1 ✓f I \ / �; / e " REMOVAL
—W— WATER SERVICE
DECK PROPa5E0 \ / ` \ X14- - LIMIT OF WORK: —ETC— ,
I \ /
FF
/ ��o�T 3oTJl \ THE SITEWORK CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE ELECTRIC CABLE AND
1 FF EtEV=79.0 ..
�.&� " / TELEPHONE SERVICES
} 1 aS � / '. EXI511NG SEPTC SYSTEM\ 1 J BOUNDARIES OF THE PROPERTY AND THE LIMIT OF WORK. THE
k I 1 ,) 1 0 0 - — — — ="— s - CONTRACTOR S4ALL EXERCISE CARE IN ORDER TO PROTECT —G — GAS SERVICE
/ �"RESER
� - - - - \ . ADJACENT PROPERTIES AND WETLAND RESOURCE AREAS. THE
AREA l25051x 10V x 2D
1 } I ! I �" \ LEACHING CHAMBER • ' - - - CONTRACTOR STALL NOT OPERATE HEAVY EQUIPMENT OR STOCKPILE
I
S.LTATm eweERA / / /ri�'� \ - - N - - _12- EXCAVATION OF CONSTRUCTION MATERIAL ON THE WETLAND SIDE OF FLOOD NO TE,
_ _ \ THE PROPOSED SILTATION BARRIER.
D9 f0►d 9.1.70109 M7d � \1\1 \.. `Y "- 69' /y\ "
•_ I ' \ \ 4*�0* s'�i� ¢Ew1s.o w oa+-1 .• �. — \1\ \ SITE LIES M FLOOD ZONES A4 (ECFV. 6), B.
AND C, PER FEMA FIRM COMMUNITY PANE.
15 0002D, REVISED JULY 2. 1092
SALTMARSH mss, ey.'�'. .. .: __ -_\\\. \\ `\ °\. ,CONSERVATION NOTE:
EXISTING DRIVEWAY MPROVED AND WEILPND
BOUNDARY CONFIRMED WITH DETERMINATION OF
APPLICABILITY ISSUED BY YARMOUTH CONSERVATION
COMMISSION ON OCTOBER 26, 20D4.
1
ET
k ( I / ..• ;. �- � - - /" � \ \ •1W. . I \ 1 isles /
e W
k . \Dw`_=' �(�
1 1
N�23p k i+ LOT to I I/ VI / o� A
f 121 MAYFLOWER TERRACElb' •O //
MAP 120, PARCEL 1.3
: TOTAL AREA
217,6001 S.F. 5.00± AG
.Lyp.No UPLAND
�• 93,8901 S.F. 2.16± AC.
' WETLAND N f
' 123,710± SF. 2.84± AC.
3• 3 MAP 119 PCL 57 1
Ou
MAP 119 PARCEL
i
VARIANCE REQUEST
MAP 119 PCL 56 � f
ONE (1)- 50.5'L x 10'W x 2'D LEACHING CHAMBER CONSTRUCT PLAT2aA��
BY PLACING FIVE 8'-6" x 4'-10' x 2'-10" LEACHING CHAMBER A VARIANCE IS REQUESTED FROM YARMOUTH BOARD OF
/ / NSA ' HEALTH RCE IS EQ 3.7 DISTANCES AND LOCATION OF
UNITS END TO END WITH 4'-0" STONE ON ENDS AND 2'-7" -
�'
STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS 40 0 40 80 120 DISPOSAL FACILITIES) TO ALLOW THE TOP OF FOUNDATION TO
BE CONSTRUCTED AT ELEVATION=19.0, WHERE THE HIGHEST
MANUFACTURED BY SHOREY PRECAST OR EQUAL). % �...� POINT OF THE ROAD AFFRONTING THE LOT IS 23.1 FEET. A
SCALE 1"=0''
(THIS AREA IS SERVED BY'D WATER) 4.1 VARIANCE IS REQUESTED.
FNTSI GRADE
D'BOX MINIMUM D'BOX ITSDE
MENSONS IfAT 3 MAX
PVC PIPE M y� 40 DIA SCH 40 PVC PIPE
PIPE OR FLOW
LEVELER INVIItT ALL
1310 1293 12.53
3/4' TO 1 1/2'
COMPACTED BASE-' DOUBLE WASHED STONE
W/ 6' LAYER OF I I 1053
CRUSHED STONE ALL -
LINE(S) EXITING D'BOX MUST REMAIN END NEW
LEVEL FOR 2'-O' BEFORE PITCHING
DOWN TO LEACHING FACILITY
20'1 20'f
LONGEST RUN
:MA TIC FI_
ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5
0
TO 1/2' STONE
r -Os
8'± TO ADJUSTED
GROUNDWATER c
c
ADJUSTED GROUNDWATER
— ELEVAT10Nm2.%
1:•
OF LEACHING CHAMBER
NO SCALE
r=
5
l -I-
0
J
'"E/ 7l"I , F 0
loon Gl"iHtpl
4"Fc"IL.
X
140. ="x@
I�
M O
a �
a rrlw�
V
U
N
w
„9Q"A2 INSPECTION NOTE 11 i~
MpP F
THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S)
OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. N CA
/ FINISH GRADE
4 IAL POLY OVER A 4" LAYER (\� OF 1/8' TO 1/2' STONE �"'
4' DIA DRAIN PIPE
/ 2' DM
PRECASTDRYWELL
/
3/4' TO 1 1/2'
DOUBLED WASHED STONE
TYPICAL DRYWELL
INVERT OF INLET PIPE OF DRYWELL TO BE SET IN
MEDIUM SAND BELOW THE LOAMY SAND.
INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER
PRIOR TO THE
START•••' DISCUSSION•REQUIRED IKSff&U=
NOTE:
THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO
THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL
CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND
LOCAL BOARD OF HEALTH REGULATIONS.
a. •-+ aJ
SCALE
AS NOTED
DRAWING FILE
C15886.DWG
DATE
APRIL 15, 2005
DRAWNBY
JKL
CHECKED BY
0
SD A
0
0
c
U
a
OF 1 SHEETS
c"v PROJECT NO.
U°
C15886.03
5
0
J
y
z
3
F
I
ocr
ted"
o
U
8
En
8
g
0
C
C>
rn
�
C
A
CA
OID
N
z
'"E/ 7l"I , F 0
loon Gl"iHtpl
4"Fc"IL.
X
140. ="x@
I�
M O
a �
a rrlw�
V
U
N
w
„9Q"A2 INSPECTION NOTE 11 i~
MpP F
THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S)
OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. N CA
/ FINISH GRADE
4 IAL POLY OVER A 4" LAYER (\� OF 1/8' TO 1/2' STONE �"'
4' DIA DRAIN PIPE
/ 2' DM
PRECASTDRYWELL
/
3/4' TO 1 1/2'
DOUBLED WASHED STONE
TYPICAL DRYWELL
INVERT OF INLET PIPE OF DRYWELL TO BE SET IN
MEDIUM SAND BELOW THE LOAMY SAND.
INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER
PRIOR TO THE
START•••' DISCUSSION•REQUIRED IKSff&U=
NOTE:
THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO
THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL
CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND
LOCAL BOARD OF HEALTH REGULATIONS.
a. •-+ aJ
SCALE
AS NOTED
DRAWING FILE
C15886.DWG
DATE
APRIL 15, 2005
DRAWNBY
JKL
CHECKED BY
0
SD A
0
0
c
U
a
OF 1 SHEETS
c"v PROJECT NO.
U°
C15886.03