HomeMy WebLinkAboutEngineer Planof
Ay
INSPECTION PORT
i
K ;
WELL DESCRIPTION TOPOGRAPHIC SETTING: FLAT
'.. PROPOSED
ACCE i WITHIN
3" OF FINISH GRADE
�� <
----------- nUMPHR.METHODOIDGY-EN GROUNDWATER ADJUSTMENT
Sh=Sc-((Sr/OWr)(OWc-OWmax))
+�
y
LOGS
1
Attn
2-24"0 COVERS PROPOSED COVERS
(1 PER TRENCH)
Ef
OWr=RECORDED UPPER LIMIT OF ANNUAL RANGE OF WATER LEVEL AT
ba
. -..ARS.
T.H. #2
- 6" OF FINISH GRADE 9" OF FINISH GRADE LEVEL
LOCUSa
OWc=MEASURED DEPTH TO WATER IN THE OBSERVATION WELL WHICH IS
ELEV.=53.4±
ELEV.=53.1 ±
T.O,F. 56.50
r FIRST 2'
OVER SYSTEM
OWmax=DEPTH TO RECORDED MAXIMUM WATER LEVEL AT THE OBSERVATION
11/14/19
11/14/19
LOCUS MAP SCALE: 1"=2,000'±
54.41 (MIN.) FINISH GRADE
of
INSPECTION PORT
DATA COLLECTED SINCE 1962
WELL DESCRIPTION TOPOGRAPHIC SETTING: FLAT
'.. PROPOSED
ACCE i WITHIN
3" OF FINISH GRADE
----------- nUMPHR.METHODOIDGY-EN GROUNDWATER ADJUSTMENT
Sh=Sc-((Sr/OWr)(OWc-OWmax))
SOIL
LOGS
1
2-24"0 COVERS PROPOSED COVERS
(1 PER TRENCH)
Sr=RANGE OF WATER LEVEL WHERE THE SITE IS LOCATED=4.2'
OWr=RECORDED UPPER LIMIT OF ANNUAL RANGE OF WATER LEVEL AT
2
BROUGHT TO WITHIN BROUGHT TO WITHIN MINIMUM OF 12" COVER T.H. #1
T.H. #2
- 6" OF FINISH GRADE 9" OF FINISH GRADE LEVEL
MAXIMUM OF 36" COVER
OWc=MEASURED DEPTH TO WATER IN THE OBSERVATION WELL WHICH IS
ELEV.=53.4±
ELEV.=53.1 ±
T.O,F. 56.50
r FIRST 2'
OVER SYSTEM
OWmax=DEPTH TO RECORDED MAXIMUM WATER LEVEL AT THE OBSERVATION
11/14/19
11/14/19
55.i±
54.41 (MIN.) FINISH GRADE
Sh=Sc-((Sr/OWr)(OWc-OWmax))
F.G. ELV.=55.2±(MAX)
0"-6"
0"-6"
PROPOSM F.G. ELN.=53.2±(MIN) W' A HORIZON
%MINIMUM SLOPE 15' BREAKOUT ELEV.=52.20' a
A HORIZON
SANDY
a SANDY LOAM
4'f SCH 40 PIPE
.LOAM
I OYfq/3
a 10YR3/3
52.92 -_'a'
4 g 13^ PROPOSED 4"0 PVC SCH 40 PIPE
3
52 9
52.6
z
5=0.02 M)
._ 6" _ S= D 02
( j}-
a
8..
a 6"-8"
113" -
4z 74') 5-0.02
E HORIZON
o E HORIZON
52.67
r . 52A0
o tt 52.42 52.17 _ z_
0 ° ° ° ° ° " ° °
o
w
LOAMY 'SAND
w LOAMY SAND
6" CRUSHED 51.86
ORIGINAL GRADE -
IGYR5/1 52.7
1OYR5/1
52.4
STONE
51.20
PB 659 56 z
10' MIN
FOUNDATION
CONTRACTOR TO INSTALL
LU
INFILTRATOR QUICK4 STD CHAMBERS
8"-26"
6 HORIZON
8"-24"
B HORIZON
TO TANKS)
_.
.,.v,.-,. , . _ ..._
� ' MODEL A7800 -4X18
OR APPROVED EQUAL
L D
LOAMY5/6
6" MECHANICALLY COMPACTED
(OR APPROVED EQUAL)
44.00'J
10' MIN.
(
1OYR. /6
CRUSHED STONE
W
51.2
51j
20MIN. (FOUNDATION TO SOIL ABSORPTION SYSTEM
'^
26"-120"
C HORIZON
24"-120" PERC
0 40"
PROPOSED PROPOSED
PROPOSED
MAP 94 PARCEL 13.42
SAND
C HORIZON
SAND MIN/IN
1.500 GAL(MIN.) PRECAST CONCRETE REIN. CONC, DIST.
INFILTRATOR QUICK4 STD CHAMBERS
GROUNDWATER ELEV.=46.1'±
2.5Y6/2 43.4
2.5Y6/2
43.1
SEPTIC TANK I/2 PVC SCH 40 TEES BOX 5 OUTLETS
OR APPROVED EQUAL
FROM TH #1
IV%I
REDOX
NO REDOX
2 -TRENCHES CONTAINING 11 -CHAMBERS EACH
CAPE GOD &ISLANDS COUNCIL
DEPNO
TH TO PROBABLE
$
PROBABLE HI
DEPTH TO PROBABLE HIGH
SPACED 12' ON CENTER
WATER BASED N FRIMPTER
WATER BASED ON FRIMPTER
-
- BSA '.
METHOD 'IS 7.3'
METHOD IS 7.3'
_
ESHGW 0 46.1
ESHGW 0 45.8
S10`13'44"W
SUBSURFACE SEWAGE DISPOSAL SYSTEM
136.93'
.�
nF ygs�tc
(NOT TO SCALE)
+s3,`Sw
BRAN y�
NATIVE BACKFILL TOPSOIL - J'
- INFILTRATOR WATER
12" COVER TECHNOLOGIES
MULTWORT ENDCAP
INFILTRATOR WATER 1 T
TECHNOLOGIES Il
QUICK4 STANDARD
12" 12 - 8"
GRANDER _ __.Av.. INVERT
CLEAN SAND MEETING
34" CHAMBER 310 C.M.R. 15.255 3 TYPICAL L 34" CHAMBER _
36" TRENCH 108" (MIN.) 36" TRENCH
INFILTMATOR QUICK4 STANDARD CHAMBERS
TRENCH CROSS SECTION.
(NOT TO SCALE)
RECORD OWNER:
ASSESSORS MAP 94 PARCEL 13.52
THOMAS J. RUHAN
168 SOUTH STREET
SOUTH YARMOUTH, MA 02664
DEED BOOK 30919 PAGE 130
SEPTIC DESIGN: (NOT DESIGNED FOR GARBAGE GRINDER)
1. DESIGN DAILY FLOW: 4 BR. x 110 GPD= 440 GPD (MIN)
2. SEPTIC TANK: 440 GPD x 2 = 880 GAL USE: 1,500 GALLON TANK
3. DESIGN PERCOLATION RATE: P.R. = LESS THAN 2 MIN/IN, CLASS I, ELR = 0.74 GPD/SF
REQUIRED AREA: 440 GPD/(0.74 GPD/SF) = 595 SF (MIN)
4. LEACHING TRENCHES:
USE INFILTRATOR QUICK4 STANDARD CHAMBERS IN TRENCH CONFIGURATION.
EFFECTIVE LEACHING AREA = 6.96 SF/LF (8 -INCH INVERT)
REQUIRED TRENCH LENGTH = 595 S.F./(6.96 S.F/L.F.) = 86 FT.
PROPOSED AREA: 2 TRENCH x 44' LF (11 CHAMBERS EACH) x 6.96 SF/LF = 612 SF
CAPACITY: 612 SF x 0.74 GPD/S.F. = 452 GPD > 440 GPD
USE 22 QUICK4 STD CHAMBERS TOTAL
iI
SEPTIC NOTES:
1. T.H. 1 & 2 PERFORMED BY JOHN MARCHAND OF FARLAND CORP. AND WITNESSED BY PHIL RENAULD FROM THE TOWN OF YARMOUTH BOARD OF HEALTH ON NOVEMBER 14, 2019.
2. ENGINEER SHALL SET BENCHMARK WITHIN 50' OF SYSTEM PRIOR TO START OF CONSTRUCTION.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WiTH ALL APPLICABLE STATE AND LOCAL STANDARDS AND REGULATIONS.
4. ALL SYSTEM COMPONENTS SHALL BE MARKED WiTH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED.
15 5. SOIL TESTING PERFORMED IN ACCORDANCE WITH THE INSTRUCTIONS OF MASSACHUSETTS ENVIRONMENTAL CODE, TITLE 5.
6. EXISTING SOIL ABSORPTION SYSTEM TO BE ABANDONED OR REMOVED iN ACCORDAA�CE WITH 310 CMR 15.354.
7. THERE ARE NO KNOWN SURFACE WATER SUPPLIES OR WETLANDS BORDERING SURFACE WATER SUPPLIES OR PUBU6 WELLS WITHIN 200' OF SiTE.
m 8. THERE ARE NO KNOWN PRIVATE WELLS WITHIN 150' OF PROPOSED S.A.S., AND NO KNOWN S.A.S. WITHIN 150' OF PROPOSED WELL.
< 9. THERE ARE NO KNOWN BORDERING VEGETATED WETLANDS, INLAND BANKS, OR SURFACE WATERS WiTHIN 100OF LEACHING AREA.
9 10. THERE ARE NO KNOWN SURFACE OR SUBSURFACE DRAINS WHICH ARE USED TO LOWER THE GROUND WATER ON THE SITE.
0 11. THERE ARE NO KNOWN VERNAL POOLS WITHIN 100' OF SITE.
12. SITE IS NOT WITHIN 100 YEAR FLOOD PLAIN
o 13. SITE IS WITHIN A NITROGEN SENSITIVE AREA (ZONE 11, WELL AND SEPTIC ON LOT). LAT AREA = 42,669 X 1-BEDROOM/10,000 S.F. = 4 BEDROOMS ALLOWED
o w 14. EFFLUENT BEING DISCHARGED TO THE SYSTEM CAN BE ASSOCIATED WITH NORMAL STRENGTH DOMESTIC USE ONLY.
o = 15. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE PUMPED ANNUALLY.
<g� 16. ANY ALTERATIONS MUST BE APPROVED IN WRITING BY THE DESIGN ENGINEER. MY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON OR
_- < REPORTED HEREIN SWILL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES.
Goa 17. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS FOUND AT THAT PARTICULAR TEST HOLE LOCATION AND IS NOT TO BE CONSIDERED AN IMPLIED OR EXPRESSED
o WARRANTY OF SOIL COMMONS BEYOND THE LIMITS OF SUCH TEST HOLES.
<z 18. SYSTEM CAN NOT BE BACKFILLED OR CONCEALED UNTIL DESIGN FIRM AND BOARD OF HEALTH HAVE INSPECTED THE, SYSTEM AND PERMISSION TO BACKFILL HAS BEEN GiVEN.
8 g 19. DESIGN FIRM MUST PREPARE AND SUBMIT AS BUILT PLAN TO BOARD OF HEALTH. THIS PLAN MUST CERTIFY THATI THE SYSTEM WAS INSTALLED IN ACCORDANCE WITH STATE AND
G LOCAL REGULATIONS AND THAT IT COMPLIES WITH PROPOSED PLAN. THEREFORE, THE CONTRACTOR MUST NOTIFY FARLAND CORP. IN ADVANCE FOR PERIODIC IN
OF THE
- LL CONSTRUCTION AT THE FOLLOWING MINIMUM POINTS:
N o A. SEPTIC TANK EXCAVATION WiTH STONE PRIOR TO SEPTIC TANK PLACEMENT.
<dN B. LEACHING FIELD EXCAVATION PRIOR TO BACK FILLING WITH 'SEWER SAND".
w t C. 'SEWER SAND" BACKFILL - MUST PASS SIEVE TEST.
H
_ D. ALL PIPING AND CHAMBER ELEVATIONS PRIOR TO BACKFILL
W < 5 G E. FINAL GRADING OVER ENTIRE SYSTEM.
0
X003
Vaow
'GENERAL NOTES:
PROPERTY LINE & TOPOGRAPHIC SURVEY PERFORMED BY FARLAND CORP. IN NOVEMBER OF 2019.
a 4 2. ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
3. THE LOCATION OF UNDERGROUND UTILITIES WAS TAKEN FROM THE BEST AVAILABLE INFORMATION AND IS NOT WARRANTED
D � E w TO BE CORRECT, NOR THAT ALL UNDERGROUND UTILITIES ARE SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
00<
TO NOTIFY ALL UTILITY COMPANIES AND AGENCIES PRIOR TO CONSTRUCTION FOR THE LOCATION OF UNDERGROUND 1
N o UTILITIES.
_ T
64. ALL BENCHMARKS SHOWN ON THIS PLAN ARE TO BE CHECKED FOR CONSISTENCY BY THE CONTRACTOR. ANY
'0a" DISCREPANCIES MUST BE RESOLVED BY THIS OFFICE PRIOR TO CONSTRUCTION.
�rczo
a 5. BY GRAPHIC PLOTTING ONLY, THE PROPERTY DEPICTED ON THIS PLAN FALLS IN ZONE "X', AS SHOWN ON THE FLOOD
Vow = INSURANCE RATE MAP NO. 25001 CO57, EFFECTIVE DATE: JULY 16, 2014.
MURPHY H
--- --- ----- i q No. 38387
- --- o
ASSESSORSIN
a rM
i
MAP 94 PARCEL 13.52 1
+ (AREA -42 6691 S F) `
REVISIONS
PER BOH COMMENTS
PER BOH COMMENTS
JOHN K.
MARCHAND
CML
Yarmouth Health DerpaTrtment
a Dat 401 COUNTY STREET
PROPOSED' NEW BEDFORD, MA 02740
WELL z
P.508.717.3479
OFFICES IN:
MAP 94 PARCEL13.62 1 TAU NTON
JOHANO GARCIA *MARLBOROUGH
IN :WARWICK, RI
'`, i DRAWN BY: JT
DESIGNED BY: JT
i CHECKED BY: JKM
i s 5
N
o
tc C, II'l�=�
2 150 FOOT i
o (/)
WELL RADIUSCn
f s
i V_
I s
W U)
DECK U
7777777777
PROPOSED 4 BEDROOM CL U
SINGLE FAMILY DWELLING
GAR: 55.00
TDF: 56.50U
7 BSMT• 49.00 (n
/ M , AFFF.OX I,OCAVON OF W
n Q
N311111(�i SEPTIC COMI'ONEN15 r �
55 428 Q •, c�
CN
Q
Ma ,AP 94 PARCEL 13.42 O O
NIF
'p TH
1500 GALLO (n zo N
CAPE COD & ISLANDS COUNCIL PAVED SEPTIC TANK 0 �/ Q c.) L o
BSA DRIVEWAY 0
VlJ
(n Q ;i-&
DISTRIBUTION `+ W > z G m
BOXV)= o J
BENCHMARK INSPECTIO LEACHING BENCHMARK I to ° <
+ `�
NAIL SET IN UTLUTYPOLETRENCHES PORT NAIL SET IN UTILITY POI E � Q o
� � � �
ELEV.=55.67 (NAVD88) - `--- ---- ----------------- - --------------------ELEV.=53.10 (NAVD88) a_
a
PROPOSED w
v LIMIT OF CLEARING ri o
DECEMBER 11, 2019
SCALE: 1 "=20°
- --i =1967.00'
L=107.37' N05"35151 "E
JOB NO. 19-664
LATEST REVISION:
JANUARY 15, 2020
OLD HYANNIS -PUBLIC - 35' WIDE- ROAD
i
0 20' 40' 60'
WATER
% 1 " = 20,
G
SHEET 1 OF 1
GROUNDWATER OBSERVATION WELL USED: USES MA-A1W 247 BARNSTABLE, MA
DATA COLLECTED SINCE 1962
WELL DESCRIPTION TOPOGRAPHIC SETTING: FLAT
LITHOLOGY: SAND
----------- nUMPHR.METHODOIDGY-EN GROUNDWATER ADJUSTMENT
Sh=Sc-((Sr/OWr)(OWc-OWmax))
Sh=ESTIMATED DEPTH TO PROBABLE HIGH WATER LEVEL AT THE SITE
Sc=MEASURED DEPTH TO WATER AT THE SITE=10.0'
Sr=RANGE OF WATER LEVEL WHERE THE SITE IS LOCATED=4.2'
OWr=RECORDED UPPER LIMIT OF ANNUAL RANGE OF WATER LEVEL AT
THE OBSERVATION WELL WHICH IS USED TO CORRELATE WITH THE
WATER LEVELS AT THE SITE=4.80'
OWc=MEASURED DEPTH TO WATER IN THE OBSERVATION WELL WHICH IS
USED TO CORRELATE WITH THE WATER LEVELS AT THE SITE IS
23.03'
OWmax=DEPTH TO RECORDED MAXIMUM WATER LEVEL AT THE OBSERVATION
WELL WHICH IS USED TO CORRELATE WITH THE WATER LEVELS AT
THE SITE IS 20,0'
Sh=Sc-((Sr/OWr)(OWc-OWmax))
SEPTIC DESIGN: (NOT DESIGNED FOR GARBAGE GRINDER)
1. DESIGN DAILY FLOW: 4 BR. x 110 GPD= 440 GPD (MIN)
2. SEPTIC TANK: 440 GPD x 2 = 880 GAL USE: 1,500 GALLON TANK
3. DESIGN PERCOLATION RATE: P.R. = LESS THAN 2 MIN/IN, CLASS I, ELR = 0.74 GPD/SF
REQUIRED AREA: 440 GPD/(0.74 GPD/SF) = 595 SF (MIN)
4. LEACHING TRENCHES:
USE INFILTRATOR QUICK4 STANDARD CHAMBERS IN TRENCH CONFIGURATION.
EFFECTIVE LEACHING AREA = 6.96 SF/LF (8 -INCH INVERT)
REQUIRED TRENCH LENGTH = 595 S.F./(6.96 S.F/L.F.) = 86 FT.
PROPOSED AREA: 2 TRENCH x 44' LF (11 CHAMBERS EACH) x 6.96 SF/LF = 612 SF
CAPACITY: 612 SF x 0.74 GPD/S.F. = 452 GPD > 440 GPD
USE 22 QUICK4 STD CHAMBERS TOTAL
iI
SEPTIC NOTES:
1. T.H. 1 & 2 PERFORMED BY JOHN MARCHAND OF FARLAND CORP. AND WITNESSED BY PHIL RENAULD FROM THE TOWN OF YARMOUTH BOARD OF HEALTH ON NOVEMBER 14, 2019.
2. ENGINEER SHALL SET BENCHMARK WITHIN 50' OF SYSTEM PRIOR TO START OF CONSTRUCTION.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WiTH ALL APPLICABLE STATE AND LOCAL STANDARDS AND REGULATIONS.
4. ALL SYSTEM COMPONENTS SHALL BE MARKED WiTH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED.
15 5. SOIL TESTING PERFORMED IN ACCORDANCE WITH THE INSTRUCTIONS OF MASSACHUSETTS ENVIRONMENTAL CODE, TITLE 5.
6. EXISTING SOIL ABSORPTION SYSTEM TO BE ABANDONED OR REMOVED iN ACCORDAA�CE WITH 310 CMR 15.354.
7. THERE ARE NO KNOWN SURFACE WATER SUPPLIES OR WETLANDS BORDERING SURFACE WATER SUPPLIES OR PUBU6 WELLS WITHIN 200' OF SiTE.
m 8. THERE ARE NO KNOWN PRIVATE WELLS WITHIN 150' OF PROPOSED S.A.S., AND NO KNOWN S.A.S. WITHIN 150' OF PROPOSED WELL.
< 9. THERE ARE NO KNOWN BORDERING VEGETATED WETLANDS, INLAND BANKS, OR SURFACE WATERS WiTHIN 100OF LEACHING AREA.
9 10. THERE ARE NO KNOWN SURFACE OR SUBSURFACE DRAINS WHICH ARE USED TO LOWER THE GROUND WATER ON THE SITE.
0 11. THERE ARE NO KNOWN VERNAL POOLS WITHIN 100' OF SITE.
12. SITE IS NOT WITHIN 100 YEAR FLOOD PLAIN
o 13. SITE IS WITHIN A NITROGEN SENSITIVE AREA (ZONE 11, WELL AND SEPTIC ON LOT). LAT AREA = 42,669 X 1-BEDROOM/10,000 S.F. = 4 BEDROOMS ALLOWED
o w 14. EFFLUENT BEING DISCHARGED TO THE SYSTEM CAN BE ASSOCIATED WITH NORMAL STRENGTH DOMESTIC USE ONLY.
o = 15. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE PUMPED ANNUALLY.
<g� 16. ANY ALTERATIONS MUST BE APPROVED IN WRITING BY THE DESIGN ENGINEER. MY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON OR
_- < REPORTED HEREIN SWILL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES.
Goa 17. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS FOUND AT THAT PARTICULAR TEST HOLE LOCATION AND IS NOT TO BE CONSIDERED AN IMPLIED OR EXPRESSED
o WARRANTY OF SOIL COMMONS BEYOND THE LIMITS OF SUCH TEST HOLES.
<z 18. SYSTEM CAN NOT BE BACKFILLED OR CONCEALED UNTIL DESIGN FIRM AND BOARD OF HEALTH HAVE INSPECTED THE, SYSTEM AND PERMISSION TO BACKFILL HAS BEEN GiVEN.
8 g 19. DESIGN FIRM MUST PREPARE AND SUBMIT AS BUILT PLAN TO BOARD OF HEALTH. THIS PLAN MUST CERTIFY THATI THE SYSTEM WAS INSTALLED IN ACCORDANCE WITH STATE AND
G LOCAL REGULATIONS AND THAT IT COMPLIES WITH PROPOSED PLAN. THEREFORE, THE CONTRACTOR MUST NOTIFY FARLAND CORP. IN ADVANCE FOR PERIODIC IN
OF THE
- LL CONSTRUCTION AT THE FOLLOWING MINIMUM POINTS:
N o A. SEPTIC TANK EXCAVATION WiTH STONE PRIOR TO SEPTIC TANK PLACEMENT.
<dN B. LEACHING FIELD EXCAVATION PRIOR TO BACK FILLING WITH 'SEWER SAND".
w t C. 'SEWER SAND" BACKFILL - MUST PASS SIEVE TEST.
H
_ D. ALL PIPING AND CHAMBER ELEVATIONS PRIOR TO BACKFILL
W < 5 G E. FINAL GRADING OVER ENTIRE SYSTEM.
0
X003
Vaow
'GENERAL NOTES:
PROPERTY LINE & TOPOGRAPHIC SURVEY PERFORMED BY FARLAND CORP. IN NOVEMBER OF 2019.
a 4 2. ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
3. THE LOCATION OF UNDERGROUND UTILITIES WAS TAKEN FROM THE BEST AVAILABLE INFORMATION AND IS NOT WARRANTED
D � E w TO BE CORRECT, NOR THAT ALL UNDERGROUND UTILITIES ARE SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
00<
TO NOTIFY ALL UTILITY COMPANIES AND AGENCIES PRIOR TO CONSTRUCTION FOR THE LOCATION OF UNDERGROUND 1
N o UTILITIES.
_ T
64. ALL BENCHMARKS SHOWN ON THIS PLAN ARE TO BE CHECKED FOR CONSISTENCY BY THE CONTRACTOR. ANY
'0a" DISCREPANCIES MUST BE RESOLVED BY THIS OFFICE PRIOR TO CONSTRUCTION.
�rczo
a 5. BY GRAPHIC PLOTTING ONLY, THE PROPERTY DEPICTED ON THIS PLAN FALLS IN ZONE "X', AS SHOWN ON THE FLOOD
Vow = INSURANCE RATE MAP NO. 25001 CO57, EFFECTIVE DATE: JULY 16, 2014.
MURPHY H
--- --- ----- i q No. 38387
- --- o
ASSESSORSIN
a rM
i
MAP 94 PARCEL 13.52 1
+ (AREA -42 6691 S F) `
REVISIONS
PER BOH COMMENTS
PER BOH COMMENTS
JOHN K.
MARCHAND
CML
Yarmouth Health DerpaTrtment
a Dat 401 COUNTY STREET
PROPOSED' NEW BEDFORD, MA 02740
WELL z
P.508.717.3479
OFFICES IN:
MAP 94 PARCEL13.62 1 TAU NTON
JOHANO GARCIA *MARLBOROUGH
IN :WARWICK, RI
'`, i DRAWN BY: JT
DESIGNED BY: JT
i CHECKED BY: JKM
i s 5
N
o
tc C, II'l�=�
2 150 FOOT i
o (/)
WELL RADIUSCn
f s
i V_
I s
W U)
DECK U
7777777777
PROPOSED 4 BEDROOM CL U
SINGLE FAMILY DWELLING
GAR: 55.00
TDF: 56.50U
7 BSMT• 49.00 (n
/ M , AFFF.OX I,OCAVON OF W
n Q
N311111(�i SEPTIC COMI'ONEN15 r �
55 428 Q •, c�
CN
Q
Ma ,AP 94 PARCEL 13.42 O O
NIF
'p TH
1500 GALLO (n zo N
CAPE COD & ISLANDS COUNCIL PAVED SEPTIC TANK 0 �/ Q c.) L o
BSA DRIVEWAY 0
VlJ
(n Q ;i-&
DISTRIBUTION `+ W > z G m
BOXV)= o J
BENCHMARK INSPECTIO LEACHING BENCHMARK I to ° <
+ `�
NAIL SET IN UTLUTYPOLETRENCHES PORT NAIL SET IN UTILITY POI E � Q o
� � � �
ELEV.=55.67 (NAVD88) - `--- ---- ----------------- - --------------------ELEV.=53.10 (NAVD88) a_
a
PROPOSED w
v LIMIT OF CLEARING ri o
DECEMBER 11, 2019
SCALE: 1 "=20°
- --i =1967.00'
L=107.37' N05"35151 "E
JOB NO. 19-664
LATEST REVISION:
JANUARY 15, 2020
OLD HYANNIS -PUBLIC - 35' WIDE- ROAD
i
0 20' 40' 60'
WATER
% 1 " = 20,
G
SHEET 1 OF 1