HomeMy WebLinkAboutEngineered Plan - 2018i
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JOB N0. Y18-07
R
ALARM & PUMP NOTES
NOTES Needham.dwg
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:� 1 FB 33/57-8 SB 14/45
1. LOCUS IS A.M. 24 PARCEL 24
4
1. ALARM TO BE WIRED BY ELECTRICIAN ON . Ui o
1. VARY LEACH AREA TO EASEMFNT
- - LINE BY 5'-7 1
2• ELEVATIONS
_ SHOWN
_ ARE NAVD88 BA -SED UPON
RM21 (1995 LOCA_ TION) & VERTCON.
dD VARY LEACHING TO DWELLING BY 13'-5 SEPARATE CIRCUIT FROM PUMP. 3. LOCUS IS IN FLOOD ZONE AE(EL 12) ON FIRM DATED JULY 16, 2014. �o w qMc
ottokee�so
e. ELECTRICAL WORK TO BE INSPECTED BY
0) 310 CMR 15.211 (1). 4. ALL PIPES TO -BE „SCH 40 AND PITCHED AT 1 4-PER_FOOT.-UNLESSN ED /s
R
a/c
o
2 VARY SEPRATI
WIRING INSPECTOR. 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100 ARE ON TOWN WATER. q�
CONTRACTOR NOTES: 1" Supply Line 12. PUMP AND FILL ANY EXISTING CESSPOOLS, REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE '.OF AS DIRECTED BY HEALTH AGENT.
ORENCO 12" 13. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet)
THE ORENCO BIOTUBE PUMP VAULT HAS A SPECIAL APPROVAL SCREENED 0
FROM DEP TO BE INSTALLED IN A 1500 GALLON TANK. THE ALARM
PUMP VAULT TEST HOLE DATE: May 16 2018 "
STATE ADDED TWO CONDITIONS: ON (PVU68-1819) PE FORM D BY: Ron il Evaluator
9
^�o�0 1. FLOATS MUST ALLOW ONE DAYS RESERVE CAPACITY. OFF R E Cadillac,, S a
2. IT MUST BE A TWO COMPARTMENT TANK (2/3:1/3) USE ORENCO PF100511 WITNESSED BY: Philip Renaud, Inspector a
Q = TANK IS A SPECIAL POUR WITH A PASS TROUGH HOLE 1/2 HP PUMP CAPABLE PERC RATE: <2'-07"/inch (B layer)
" OF 11 GPM ® 32' TDH SOIL SURVEY 1993: Carver coarse sand •��
ADDED 24 UP FROM TANK FLOOR. (SEE DETAIL) Hole*** ( ) GEOLOGIC M SURVEY
�) P P 24
TANK IS H--20 TO HELP SINK IT ---USE H-10 COVERS. WINWATER-- HYANNIS (1986: Harwich outwash Iain deposits 32„
40" 37" 32"
BIQOYAN•CY CALC'S-MONO 1500 GAL. TANK/PUMP CHAMBER 24 Covers to Grade
* Invert 4.15 20 ARC 36LP CHAMBERS
**
. Pass -Through Hole Size= I 44"
WEIGHT OF EMPTY TANK AND 6" COVER 4" Diam, Min. Hole with a EXist. C.I. pipe (INVERT 3.8 )
YARM. ROAD BOUND FND 6" x 8" Slot Better P P
1. AND HELD TANK/CHAMBER= 12.75 TON (PER ACME-SHOREY) Invert 6.47 7.8 MIN.
6" COVER= 0.5' X 6' X 11.5' X 0.055 TON/CU. FT. , � Use speed levers Proposed Top Units=6.77
6" COVER=1,90 TON PROPOSED MONOLITHIC TWO COMPARTMENT c�Filter cloth 01
TOTAL= 12.75 TON + 1.90 TON =14.65 TON
H-20 1:500 GALLON SHOREY SEPTIC TANK BIOTUBE FILTER/8"/ft� S=1/8"/ft nspection Port
WEIGHT OF WATER --SPRING HIGH WATER DOWN S=1 min,
wo ' SECOND COMPARTMENT TO BE 500 GALLON "
� 100
5.0
4.25
2.3
1.3
-33
Ur (3.2 -L-U-/J) X 6 X 11.5 X 0.0312 TON f GU. FT.
WEIGHT WATER= 8.4 TON WITH WATERPROOFING -r- 3.8"
TANK AND 6 COVER ARE HEAVIER BY 6.2 TON. Invert 4.05 See Detail Floats
Invert 6.42
®33�' Proposed Pump Invert 6.64 Proposed [�' Bottom6.Units HAND HOLE 2
N /YARM. ROAD BOUND FND Filter
o '�FQ Bottom --0.7 Prop. Mono.: Set level
\ AND HELD FOR LINE `�F Two Compartmt o DEPTH (inches) ELEV.(feet)
1s,_9 Proposed H--20 1500 Gal 6 Stone or compact rt High Groundwater= 2.1 NAVD88 0 3.6
Septic Tank N
3' DEEP IMPERVIOUS 'SPER _ �c 3.6 2 ;�,� :' w/Waterproofing 5,
BARRIER --85 L.F. OF eRADFORO NAIL _ / N F I/ �* ,��: 16 10�-----�-- 90' --I rn �'
40 MIL POLYETHYLENE / Biotube ProPak I _ �2, 1! _ - -
2.1
OR VINYL. N/ ^, ,o Pump System 5' observed water
TOP BARRIER=6.8 N/F GREAT POINT VILLAGE �. ^�,
BOTTOM BARRIER=3.9 CONDOMINIUMS Lo* �,� ,1*� 3-2 1 z
MIDDLEBROOK Z� LEACH AREA
05 , 4.82 20•'3" DESIGN DATA USE 20 ARC 36LP (3.8" INVERT) IN BED FORMATION,
3.8 AS SHOWN.
x 3• 4 4.68
X �a BEDROOMS: 3. , ,
FX/ 3.9 2 "WALL DETAIL GARBAGE GRINDER: No PROPOS 1.5 TO 4 REMOVAL
cb x 3.8 �',` rpa
BENCH MARK ----CENTER OF :•••7.� 9 0 S. 4'� x 3.3 /PG'26\ 1"=20> REQUIRED CAPACITY: 330 GPD DO 1.5 TO 4' REMOVAL ALL AROUND AND UNDER OF A LAYER
CONCRETE BOUND=3.29 NAVD88 F $�1 18" REMOVAL ON NORTH SOUTH AND EAST SIDES
PROPOSED SEPTIC TANK/PUMP: 1500 GAL.
X s,o 11g / �'p *MEASUREMENT OUTSIDE BASE TIES 4' REMOVAL ON WEST SIDE
5.0 x 49 �- ��' Y 3 3t .� EFFECTIVE LEACHING AREA: 473 SF
4,77 5c 0
�� %11 �- 4.73 SF/FT X 5=23.65 SF/UNIT
/ 3 DEEP IMPERVIOUS BARRIER
20 UNITS X 23.65 SF=473 SF
_ �/5,8'
�5.2 -' ��5�ME. \ I SYSTEM CAPACITY: 350 GPD PROVIDE IMPERVIOUS BARRIER, AS SHOWN.
WOOD TIE WALL x 7. '-�\G x 4,8 / (473 SF X .74 GAL./SF=350 GPD
(SEE DETAIL),�� `SE,P x 39, Prop. Top Pro 7,77 Min.
52 10,+ x�/U4,6 x 4.o Wall=7.7 P• SEPTIC/PUMP CHAMBER STORAGE CAPACITY: 344 GAL.
x �31b LADDER
c x
7.5 4.4 ,5 6 � 2 � 4.5 � POSES PER DAY: 2 2 UTILITY
X 6.6 X5.62.1' �93'c� 4,94 c\ 4.5 '' PROVIDE WORK LIMIT OF i
3.4 A 6' .6 x 7'1 fo / TH 1 G �o, SILT FENCE & WATTLES TOP BARRIER=6.8
.
3.4 08 / / -
a e A 3 x 5,2 48 /c _ , Landscape Tie Wall -Use
43 /� / x 38 24"Max pressure treated ties with
3.38 \ - a minimum 40 year life in
1 � \ // ' PROP. 3:1 SLOPE
3,33 ��\ 376;,�4.6/ \S F"I-QST x 3.7 9 no contact with ground. Step
�N I�'
F. �, �, \ .> 3.t SALTMARSH face of ties in 1" towards
6 `� HH 2 1 4.7 O cCO
�'t ;? •8 9 0� f.53 + 2.16 mound on each higher row
\ \.\3-5-E�JA �,_ L ,'1 j 43 8 SF X 4'4.0 Fasten with 8" gals. spikes.
o 4.0 41 /, x B LAYER One or two ties (see diagram)
3' �1 USE SAND OR GRAVEL to be below finished grade and
3 \ ` �� 3 '\?ti 4,8 ` BETWEEN WALL &BARRIER
2 \� a --a G 3.8 �,� � ` v'4 8 .,�� 4 ,`S� •9 \ BOTTOM BARRIER=3.9 into original ground. Compact
$�\ oRwE �,7 0 .4 4.0 x 2,6 base. (Ties are 5 1/2" square)
� l 3
X3.7
/ x
--- �/ x 3,8 4.4
x 4,2 COMPACT WALL BASE MATERIAL
---- 8
ADD GRAVEL IF NEEDED
7 \ \�\ /��� 3.8 3,5 THRUST BLOCKS \�.�� 3.4
_ WALL. SECTION
`� �" 3.8 > BALANCE 20' _ �6�x 3
7% p SECTION OF LOT 18B r X 3.4 -1 " NOTTO SCALE
s SCHEDULE 40 GRADE WILL RISE 12 FROM STEPS
y� io DE Bob TER J 3.78
/ 2 / TO TOP OF PROPOSED TANK.
x 3.6 •� PIPE OVER �
PROVIDE WORK LIMIT OF �,\ t'' WATER LINE 7,395±.. S.F.
F. �-3
BDRM I BDRM LOFT
ABOVE
BATH 5'-10"
BDRM I CEILING
LVRMAT PEAK
CONSTRUCTION SCHEDULE
1. R.J. CADILLAC TO STAKE WALL CORNERS
AND CONSERVATION WORK LIMIT, EXISTING FLOOR P N
Perrmit valid for REPAIR 01• SEI'"1IC SN'S'1"F.M1't
ONLY, due to State and I ocal septic variances.
NOT TO SCALE Board of health review and approval is required for
any future additions/renu.alions/alterations to
sewage lacihhes antl/or sit uctm es/iiweiling
Yarmouth Health !)cp<srtutcnt -
{N'
. Date
{ SITE PLAN
FOR
SILT FENCE & WATTLES 3x.3.5 _ --- X 3,7 / THIS PLAN IS A VALID COPY ONLY IF IT BEARS
B\ _X -3e- __ C?�C3s LEGEND ! AN ORI RED T AND SIGNATURE. MICHAEL V. NEEDHAM, T
{
5 6
T 1 TEST HOLE LOCATION, NUMBER LOT 1813 98 ACRES EST YARMOUTH MA
L.6 % AVE.,% i
4 SENCH MARK --TOP OF SPIKE �✓ WATER LINE MARKINGS ,►�Hof��SNOF414
sq � ��
SET DOWN 1"=3.78 NAVD88 E UNDERGROUND ELECTRIC FLAGS��' Ss�y' ��' s ti� �"] _
(32'-4" OFF HOUSE CORNER) , g� RONALD o�, » �� RONALD �, P MAY 1 / , 2 018 ,SCALE. 1 = 2 0
N, /F
TOWN OF YARMOUTH
REV. 4/08/19 --OWNER, LEACHING & WALL
REV. 5/21 /18 ---CONSERVATION REVISIONS
REV. 5/18/18 ---BOARD OF HEALTH REVISIONS
+ 2.04
SALTMARSH C NSERV•ATION REQUIREMENTS:
1. MEET WITH KELLY GRANT, CONSERVATION
AGENT AT SITE, SIT FENCE AND WATTLES
IN PLACE --PRIOR TO DIGGING.
CONCOM NUMBER 508-398-2231 x 1288
2. DISCUSS LOCATION OF DEWATERING BOX,
IF NEEDED, EXCAVATE TOPSOIL 1' DEEP
SURROUND PERIMETER OF BOX WITH ONE
ROW OF HAYSALES. DISCHARGE PUMP TO
FILTER CLOTH.
G GAS LINE MARKINGS JAMES 7 o JAM >>
x 9.5 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) I> CADILLAC
E o CADILLAC �' ,
# 1060 >' ° # 35779 Q
-6-� EXISTING CONTOURss`0
N/F B- PROPOSED CONTOUR yyyANIITTAVO ii SU RONALD J. CADILLAC, PLS, RS
UTILITY POLE (IF SHOWN)_ �1
T�� PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
OWN OF YARMOUTH ® EXISTING DRAINAGE CATCH 'BASIN
x FENCE (IF SHOWN, NOT ALL !SHOWN) P.O. BOX 258
C TREE (IF SHOWN, NOT ALL SHOWN) WEST YARMOUTH, MA 02673
(508) 775-9700
HEALTH AGENT APPROVAL DATE
- @20,18 BY R.J. CADILLAC PAGE 1 OF 1
A ON TO HIGH GROUNDWATER BY 1 (4 PROVIDED).
310 CMR 15.212.
20" Min. Diam. Hoe in
Tank 3. ALARM TO BE LOCATED WHERE ACCESSABLE.
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED,
e.
0-
3.
NO RESERVE AREA COULD BE PROVIDED. 310 CZAR 15.248.
I
7.
8.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
N QQNC. BOUND FND
d'
00
4.
VARY LEACHING TO WETLAND BY 30,
Use 2 H-10 Covers to rade
g
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
NOT TO Locus
G. CLEMENTS DISC
5.
LOCAL REG.
EXISTING SEWER WATER
�� I
Cover to Grade
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3 , OR VENTING MUST BE PROVIDED.
COVERS: BUILD UP COVERS TO GRADE --2 ON TANK
SCALE
LINE CROSSES SERVICE.
Check aloe
�?
n*
6.
7.
VARY REMOVAL BY UP TO 3.5' 310 CMR 15.255 (5)
VARY SOIL COVER OVER TANK TO 6".
i
Quick Disconnect/
10.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
LOCATION MAP
BE 310 CMR 15.228 (1)
Union
Gate Valve
11.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5, AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR',SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
TEST HOLE 1
CONTRACTOR NOTES: 1" Supply Line 12. PUMP AND FILL ANY EXISTING CESSPOOLS, REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE '.OF AS DIRECTED BY HEALTH AGENT.
ORENCO 12" 13. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet)
THE ORENCO BIOTUBE PUMP VAULT HAS A SPECIAL APPROVAL SCREENED 0
FROM DEP TO BE INSTALLED IN A 1500 GALLON TANK. THE ALARM
PUMP VAULT TEST HOLE DATE: May 16 2018 "
STATE ADDED TWO CONDITIONS: ON (PVU68-1819) PE FORM D BY: Ron il Evaluator
9
^�o�0 1. FLOATS MUST ALLOW ONE DAYS RESERVE CAPACITY. OFF R E Cadillac,, S a
2. IT MUST BE A TWO COMPARTMENT TANK (2/3:1/3) USE ORENCO PF100511 WITNESSED BY: Philip Renaud, Inspector a
Q = TANK IS A SPECIAL POUR WITH A PASS TROUGH HOLE 1/2 HP PUMP CAPABLE PERC RATE: <2'-07"/inch (B layer)
" OF 11 GPM ® 32' TDH SOIL SURVEY 1993: Carver coarse sand •��
ADDED 24 UP FROM TANK FLOOR. (SEE DETAIL) Hole*** ( ) GEOLOGIC M SURVEY
�) P P 24
TANK IS H--20 TO HELP SINK IT ---USE H-10 COVERS. WINWATER-- HYANNIS (1986: Harwich outwash Iain deposits 32„
40" 37" 32"
BIQOYAN•CY CALC'S-MONO 1500 GAL. TANK/PUMP CHAMBER 24 Covers to Grade
* Invert 4.15 20 ARC 36LP CHAMBERS
**
. Pass -Through Hole Size= I 44"
WEIGHT OF EMPTY TANK AND 6" COVER 4" Diam, Min. Hole with a EXist. C.I. pipe (INVERT 3.8 )
YARM. ROAD BOUND FND 6" x 8" Slot Better P P
1. AND HELD TANK/CHAMBER= 12.75 TON (PER ACME-SHOREY) Invert 6.47 7.8 MIN.
6" COVER= 0.5' X 6' X 11.5' X 0.055 TON/CU. FT. , � Use speed levers Proposed Top Units=6.77
6" COVER=1,90 TON PROPOSED MONOLITHIC TWO COMPARTMENT c�Filter cloth 01
TOTAL= 12.75 TON + 1.90 TON =14.65 TON
H-20 1:500 GALLON SHOREY SEPTIC TANK BIOTUBE FILTER/8"/ft� S=1/8"/ft nspection Port
WEIGHT OF WATER --SPRING HIGH WATER DOWN S=1 min,
wo ' SECOND COMPARTMENT TO BE 500 GALLON "
� 100
5.0
4.25
2.3
1.3
-33
Ur (3.2 -L-U-/J) X 6 X 11.5 X 0.0312 TON f GU. FT.
WEIGHT WATER= 8.4 TON WITH WATERPROOFING -r- 3.8"
TANK AND 6 COVER ARE HEAVIER BY 6.2 TON. Invert 4.05 See Detail Floats
Invert 6.42
®33�' Proposed Pump Invert 6.64 Proposed [�' Bottom6.Units HAND HOLE 2
N /YARM. ROAD BOUND FND Filter
o '�FQ Bottom --0.7 Prop. Mono.: Set level
\ AND HELD FOR LINE `�F Two Compartmt o DEPTH (inches) ELEV.(feet)
1s,_9 Proposed H--20 1500 Gal 6 Stone or compact rt High Groundwater= 2.1 NAVD88 0 3.6
Septic Tank N
3' DEEP IMPERVIOUS 'SPER _ �c 3.6 2 ;�,� :' w/Waterproofing 5,
BARRIER --85 L.F. OF eRADFORO NAIL _ / N F I/ �* ,��: 16 10�-----�-- 90' --I rn �'
40 MIL POLYETHYLENE / Biotube ProPak I _ �2, 1! _ - -
2.1
OR VINYL. N/ ^, ,o Pump System 5' observed water
TOP BARRIER=6.8 N/F GREAT POINT VILLAGE �. ^�,
BOTTOM BARRIER=3.9 CONDOMINIUMS Lo* �,� ,1*� 3-2 1 z
MIDDLEBROOK Z� LEACH AREA
05 , 4.82 20•'3" DESIGN DATA USE 20 ARC 36LP (3.8" INVERT) IN BED FORMATION,
3.8 AS SHOWN.
x 3• 4 4.68
X �a BEDROOMS: 3. , ,
FX/ 3.9 2 "WALL DETAIL GARBAGE GRINDER: No PROPOS 1.5 TO 4 REMOVAL
cb x 3.8 �',` rpa
BENCH MARK ----CENTER OF :•••7.� 9 0 S. 4'� x 3.3 /PG'26\ 1"=20> REQUIRED CAPACITY: 330 GPD DO 1.5 TO 4' REMOVAL ALL AROUND AND UNDER OF A LAYER
CONCRETE BOUND=3.29 NAVD88 F $�1 18" REMOVAL ON NORTH SOUTH AND EAST SIDES
PROPOSED SEPTIC TANK/PUMP: 1500 GAL.
X s,o 11g / �'p *MEASUREMENT OUTSIDE BASE TIES 4' REMOVAL ON WEST SIDE
5.0 x 49 �- ��' Y 3 3t .� EFFECTIVE LEACHING AREA: 473 SF
4,77 5c 0
�� %11 �- 4.73 SF/FT X 5=23.65 SF/UNIT
/ 3 DEEP IMPERVIOUS BARRIER
20 UNITS X 23.65 SF=473 SF
_ �/5,8'
�5.2 -' ��5�ME. \ I SYSTEM CAPACITY: 350 GPD PROVIDE IMPERVIOUS BARRIER, AS SHOWN.
WOOD TIE WALL x 7. '-�\G x 4,8 / (473 SF X .74 GAL./SF=350 GPD
(SEE DETAIL),�� `SE,P x 39, Prop. Top Pro 7,77 Min.
52 10,+ x�/U4,6 x 4.o Wall=7.7 P• SEPTIC/PUMP CHAMBER STORAGE CAPACITY: 344 GAL.
x �31b LADDER
c x
7.5 4.4 ,5 6 � 2 � 4.5 � POSES PER DAY: 2 2 UTILITY
X 6.6 X5.62.1' �93'c� 4,94 c\ 4.5 '' PROVIDE WORK LIMIT OF i
3.4 A 6' .6 x 7'1 fo / TH 1 G �o, SILT FENCE & WATTLES TOP BARRIER=6.8
.
3.4 08 / / -
a e A 3 x 5,2 48 /c _ , Landscape Tie Wall -Use
43 /� / x 38 24"Max pressure treated ties with
3.38 \ - a minimum 40 year life in
1 � \ // ' PROP. 3:1 SLOPE
3,33 ��\ 376;,�4.6/ \S F"I-QST x 3.7 9 no contact with ground. Step
�N I�'
F. �, �, \ .> 3.t SALTMARSH face of ties in 1" towards
6 `� HH 2 1 4.7 O cCO
�'t ;? •8 9 0� f.53 + 2.16 mound on each higher row
\ \.\3-5-E�JA �,_ L ,'1 j 43 8 SF X 4'4.0 Fasten with 8" gals. spikes.
o 4.0 41 /, x B LAYER One or two ties (see diagram)
3' �1 USE SAND OR GRAVEL to be below finished grade and
3 \ ` �� 3 '\?ti 4,8 ` BETWEEN WALL &BARRIER
2 \� a --a G 3.8 �,� � ` v'4 8 .,�� 4 ,`S� •9 \ BOTTOM BARRIER=3.9 into original ground. Compact
$�\ oRwE �,7 0 .4 4.0 x 2,6 base. (Ties are 5 1/2" square)
� l 3
X3.7
/ x
--- �/ x 3,8 4.4
x 4,2 COMPACT WALL BASE MATERIAL
---- 8
ADD GRAVEL IF NEEDED
7 \ \�\ /��� 3.8 3,5 THRUST BLOCKS \�.�� 3.4
_ WALL. SECTION
`� �" 3.8 > BALANCE 20' _ �6�x 3
7% p SECTION OF LOT 18B r X 3.4 -1 " NOTTO SCALE
s SCHEDULE 40 GRADE WILL RISE 12 FROM STEPS
y� io DE Bob TER J 3.78
/ 2 / TO TOP OF PROPOSED TANK.
x 3.6 •� PIPE OVER �
PROVIDE WORK LIMIT OF �,\ t'' WATER LINE 7,395±.. S.F.
F. �-3
BDRM I BDRM LOFT
ABOVE
BATH 5'-10"
BDRM I CEILING
LVRMAT PEAK
CONSTRUCTION SCHEDULE
1. R.J. CADILLAC TO STAKE WALL CORNERS
AND CONSERVATION WORK LIMIT, EXISTING FLOOR P N
Perrmit valid for REPAIR 01• SEI'"1IC SN'S'1"F.M1't
ONLY, due to State and I ocal septic variances.
NOT TO SCALE Board of health review and approval is required for
any future additions/renu.alions/alterations to
sewage lacihhes antl/or sit uctm es/iiweiling
Yarmouth Health !)cp<srtutcnt -
{N'
. Date
{ SITE PLAN
FOR
SILT FENCE & WATTLES 3x.3.5 _ --- X 3,7 / THIS PLAN IS A VALID COPY ONLY IF IT BEARS
B\ _X -3e- __ C?�C3s LEGEND ! AN ORI RED T AND SIGNATURE. MICHAEL V. NEEDHAM, T
{
5 6
T 1 TEST HOLE LOCATION, NUMBER LOT 1813 98 ACRES EST YARMOUTH MA
L.6 % AVE.,% i
4 SENCH MARK --TOP OF SPIKE �✓ WATER LINE MARKINGS ,►�Hof��SNOF414
sq � ��
SET DOWN 1"=3.78 NAVD88 E UNDERGROUND ELECTRIC FLAGS��' Ss�y' ��' s ti� �"] _
(32'-4" OFF HOUSE CORNER) , g� RONALD o�, » �� RONALD �, P MAY 1 / , 2 018 ,SCALE. 1 = 2 0
N, /F
TOWN OF YARMOUTH
REV. 4/08/19 --OWNER, LEACHING & WALL
REV. 5/21 /18 ---CONSERVATION REVISIONS
REV. 5/18/18 ---BOARD OF HEALTH REVISIONS
+ 2.04
SALTMARSH C NSERV•ATION REQUIREMENTS:
1. MEET WITH KELLY GRANT, CONSERVATION
AGENT AT SITE, SIT FENCE AND WATTLES
IN PLACE --PRIOR TO DIGGING.
CONCOM NUMBER 508-398-2231 x 1288
2. DISCUSS LOCATION OF DEWATERING BOX,
IF NEEDED, EXCAVATE TOPSOIL 1' DEEP
SURROUND PERIMETER OF BOX WITH ONE
ROW OF HAYSALES. DISCHARGE PUMP TO
FILTER CLOTH.
G GAS LINE MARKINGS JAMES 7 o JAM >>
x 9.5 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) I> CADILLAC
E o CADILLAC �' ,
# 1060 >' ° # 35779 Q
-6-� EXISTING CONTOURss`0
N/F B- PROPOSED CONTOUR yyyANIITTAVO ii SU RONALD J. CADILLAC, PLS, RS
UTILITY POLE (IF SHOWN)_ �1
T�� PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
OWN OF YARMOUTH ® EXISTING DRAINAGE CATCH 'BASIN
x FENCE (IF SHOWN, NOT ALL !SHOWN) P.O. BOX 258
C TREE (IF SHOWN, NOT ALL SHOWN) WEST YARMOUTH, MA 02673
(508) 775-9700
HEALTH AGENT APPROVAL DATE
- @20,18 BY R.J. CADILLAC PAGE 1 OF 1