HomeMy WebLinkAboutDecision 4574 - Site PlanTDP OF FOUNDATION
4' EL=50.4
D4'dramaFP� mncrwFr �nurrc
EX/5TING /000 GALLON
.5EPTIC TANK
FI nkA/ P2nFll F
DB -6
(h-20 Rated)
D -2501y
lnspectron Parc gad cap
,wth magnate mark,,q tape
to with,, 3',f grade
C.UNf-(GUKAI/UN W///7 /-/ VL (5) KOW5
OF FNP (5) C"AMBER5
LEACH CHAMDf 5
INSPECTION NOTE:
PRIOR TO FINAL INSPECTION 8Y THE
ENGINEER, SYSTEM NEEDS TO BE COMPLETE
INCLUDING BUILDUP FOR COVERS.
SITE PLAN
SCALE: 1 " = 20'
Bottom of T 5t hole
CONSTRUCTION NOTES
LEGEND
I.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 15,000):
layer
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPAN51ON
Sod Color
OF ON SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL OF
Off-911Fill
5EPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS.
TWENTY FIVE (25) ADS ARC3GHC (3G I GBD2)
-W-
LEACH CHAMBERS IN BED CONFIGURATION WITH
2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR
FIVE (5) ROWS OF FIVE (5) CHAMBERS
Medium Sandy Loam
VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20
16-
12"-30'
LOADING. IF UNDER AN IMPERVIOUS SURFACE, 5Y5TEM SHALL BE VENTED TO TFIE ATMOSPHERE.
i
I OYR G/G
FENCE
30'-100"
CI
Medium -Coarse Sand
/
10%GraveUCobbles
100"- 1200:
C2
3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE
I OYR 7/2
Pere @ 45"
SAND LAYER (EL=43.5±-45.7'_). AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO
�1
0"-22"
Fill
MECHANICALLYCOMPACTEDBASE ON 51X INCHES OF CRUSHED STONE.
MINIMIZE SETTLING.
22`-24"
A
Medium Sandy Loam
I CYR 3/3
24"-52"
B
Medium Loamy Sand
I OYR GIG
4.) COVERS OVER THE INLET AND OUTLET TEES OF THE 5EPTIC TANK, THE D15TRIBUTION BOX, AND THE
52"-1 I Ft"
C I
Medium-Coar se Sand
coli
I OYR 516
0`% Gravel/Cobbles12,'0°
OUTLET PIPES IF NECESSARY, AND A GAS BAFFLE INSTALLED IN THE OUTLET TEE.
1 1811-1
C2
Medium
I OYR 712
SOIL ABSORPTION SYSTEM SHALL BE KA15ED TO WITHIN G" OF FINAL GRADE. LEACHING F(ELDS,
23.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND
DATE OF -
-
ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
SOIL EVAITESTING:
BOARD C
I O/OJI i i
24.) EXISTING SEPTIC COMPONENT5 TO BE REMOVED. ANY CONTAMINATED 501L SHALL BE REMOVED
PERGOLA LIATOR:
TKENCHE5, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT
FOR A DISTANCE OF FIVE (5) FEET LATERALLY FROM THE SOIL A550P.FTION SYSTEM AND REPLACEDiF
/
AGENT: PHIL RENAUD, YARMOUTH HEALTH DEPARTMENT
WITH CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
NO GR0aTI0PJ LESS TtiAPJ 2 MINIINCII IN "C" LAYER
RATE:
LEAST ONE (1) INSPECTION PORT CONSI5TiNG OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE
`?
BOTTOM OF THE 501L ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE,
-
`r
ACCESSIBLE TO WITHIN 3" OF FINAL GRADE.
5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A
D -Box
MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM T',E BUILDING TO THE SEPTIC TANK, AND
NOT LESS THAN 101. OTHERWISE.
G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 PVC
e o /
(OR EQUIVALENT) LAID AT 0.005 FT/.`T. UNLESS OTHERWISE NOTED. LINES SHALL. BE CAPPED AT END OR
AS NOTED.
PLAN VIEW
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO
THE 501L ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN
DISTRIBUTION.
SCALE: I" = 10'
8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE 5TRUCNRE5 IN
- -
ORDER TO PROVIDE A WATERTIGHT SEAL.
9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERAFE OVER THE LIMITS OF THE SEWAGE
BENCHMARK
DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM.
Top Corner Concrete
E1=50.00 (Assumed Datum)
10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH
MAGNETIC MARKING TAPE.
1 1 .) THERE ARE NO KNOWN WELLS WITHIN 109 OF THE PROPOSED SOIL ABSORPTION SYSTEM.
5Y5TE M D E51 G N CALC U LAT I O N S
12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE
CERTIFICATE OF COMPUANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF
SEWAGE DESIGN FLOWREOUIRED: 4 BEDROOM DWELLING @ z
THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM.
I /0 GPO/BEDROOM = 440 GPD REQU/RED C71
O
13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED
5fWA6E12f516N FLOWFROV11OED: N151VTYPNE(25) ADS UNI75 LN BED O
O
A5 SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE DESIGNER.
CONFIGURATION IN P`Vf (5) ROWS OF FNE(5) UNIT5 EACH
N
L;3
14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE
Vt = ((440/0.74)/(4.8 PTR/FT)/5.0 Lt] = 24.7AD5 UNIT5
cp
BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE
RfO. (25 PROV/DED)
DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF "FILE PERMIT AND THE
APPROVED PIANS. 48 POURS ADVANCE NOTICE 15 REQUESTED.
444 GPO PROVIDED > 440 CPD RfOUIRFD
15.) LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR
5EFTICTANKCAPACITY KENULRfD: 440GPDX20057 = 0606PD Rf4.
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO
5EPTIC TANK CAP40TYF90 VlDPD: EX/5TING /000 GALLON 5EP-IC TANK
COMMENCEMENT OF ANY WORK. TH15 INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY
PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT.
A GARBAGE D15P05AL /5 NOT PfR1WITTf0 WIRT TH15 DE5/GN FLOW
I G.) CONTRACTOR SHALL VERIFY THAT ALL WA5TEUNES ARE CONNECTED BY WATER TESTING WITHIN THE
DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS.
TEST HOLE LOGS
1 7.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION Of ANY SEPTIC
Existing
Pool
24'Tree
--. Exist ng 5"�e Tank to I
(Jtdized (5ee Note 3'22)
Garage
SYSTEM COMPONENTS.
18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. 51TE PLAN SHALL NOT BE USED
FOR STAKING, OR ANY OTHER PURPOSES,
19.) THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING
BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT RE5TKICTIONS.
OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY.
20.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE VARIABLE AND
TEST HOLE DATA 15 NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM
Test Hole #I (EL=48.2-)
LEGEND
Depth
layer
Sod C1a55
Sod Color
Commert5
Off-911Fill
-24-
21 .) SOIL REMOVAL: ALL TOPSOIL ('A" LAYER) AND SUBSOIL ('B" LAYER) SHALL BE REMOVED FOR A
-W-
Depth
9 12"
A
Medium Sandy Loam
I OYR 3/3
16-
12"-30'
B
Medium Loamy Sard
I OYR G/G
FENCE
30'-100"
CI
Medium -Coarse Sand
IOYR 5/G
10%GraveUCobbles
100"- 1200:
C2
Medium Sand
I OYR 7/2
Pere @ 45"
m
G E DQ
.N
aw
a
aa:
G
TH05E SHOWN IN THE SOILS LOGS, DE51GN ENGINEER IS TO INSPECT THE SOILS PRIOR TO PROCEEDING<'
WITH INSTALLATION OF ANY SEPTIC COMPONENTS. Test Hole #2 (EL=47.9±).4 .
)UNDNIATER ENCOUNTERED
.a"
Patio
N�
LOT 2G
Area=36,229 S.F.±
J
m
b
Cn
� O
J O
U1
S
c /G Q
O / rn
i
i
e�(eA 20'Tree /
/ r r
j' Holly Trees
/ (to Remain)
O '
nter � -•.�
I,`�t
7ee E
O._ pN 49x0 23.7'
®�I
Existing 3 Bedroom Dwel7ing -25C
/
Top of Foundation LL= 0.4± _ 48x7 rn
I40"Tree � I
� I i
P'47
`� I
40"Tree I
150.00' h
/ S 39054'30" W`".
/ 14"Tree
Liverpool Drive
.46'Public Way
U
LEGEND
1'I
24X5
PROPOSED SPOT GRADE
-1-
EXISTING CONTOUR
-24-
21 .) SOIL REMOVAL: ALL TOPSOIL ('A" LAYER) AND SUBSOIL ('B" LAYER) SHALL BE REMOVED FOR A
-W-
Depth
Layer
5011 Class
Soil Color
Commerts
16-
GAS SERVICE LINE
DISTANCE OF FIVE (5) PEST LATERALLY FROM THE 501L ABSORPTION SYSTEM DOWN TO THE CLEAN
EDGE OF CLEARING
FENCE
TEST HOLE LOCATION
5T
SEPTIC TANK
i
DISTRIBUTION BOX
SAs
SOIL ABSORPTION SYSTEM
SAND LAYER (EL=43.5±-45.7'_). AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO
�1
0"-22"
Fill
MINIMIZE SETTLING.
22`-24"
A
Medium Sandy Loam
I CYR 3/3
24"-52"
B
Medium Loamy Sand
I OYR GIG
22.) EXISTING 1000 GALLON SEPTIC TANK TO BE UTILIZED, PVC TEES TO BE INSTALLED ON INLET AND
52"-1 I Ft"
C I
Medium-Coar se Sand
coli
I OYR 516
0`% Gravel/Cobbles12,'0°
OUTLET PIPES IF NECESSARY, AND A GAS BAFFLE INSTALLED IN THE OUTLET TEE.
1 1811-1
C2
Medium
I OYR 712
23.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND
DATE OF -
ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
SOIL EVAITESTING:
BOARD C
I O/OJI i i
24.) EXISTING SEPTIC COMPONENT5 TO BE REMOVED. ANY CONTAMINATED 501L SHALL BE REMOVED
PERGOLA LIATOR:
LINDA J. PINTO, P.E., OCEANSIDE SEPTIC, INC.
FOR A DISTANCE OF FIVE (5) FEET LATERALLY FROM THE SOIL A550P.FTION SYSTEM AND REPLACEDiF
HEA1Tr1
AGENT: PHIL RENAUD, YARMOUTH HEALTH DEPARTMENT
WITH CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
NO GR0aTI0PJ LESS TtiAPJ 2 MINIINCII IN "C" LAYER
RATE:
)UNDNIATER ENCOUNTERED
.a"
Patio
N�
LOT 2G
Area=36,229 S.F.±
J
m
b
Cn
� O
J O
U1
S
c /G Q
O / rn
i
i
e�(eA 20'Tree /
/ r r
j' Holly Trees
/ (to Remain)
O '
nter � -•.�
I,`�t
7ee E
O._ pN 49x0 23.7'
®�I
Existing 3 Bedroom Dwel7ing -25C
/
Top of Foundation LL= 0.4± _ 48x7 rn
I40"Tree � I
� I i
P'47
`� I
40"Tree I
150.00' h
/ S 39054'30" W`".
/ 14"Tree
Liverpool Drive
.46'Public Way
U
0 20 40 GO
SCALE I "=20'
C:\Ocean5ide\05-Liverpool\05-Liverpool-5D5 Plan.dwg
C LOCUS
1
YARMOUTH,
MA
JI I L L -VI. u-.)
NOT TO SCALE
1.) Assessor's Man 143 Parcel G3
2.) Deed Book 25322 Page 31 1
3.) Plan Book 2G4 Page 81 Lot 2G
4.) Thl5 property 15 not In a Zone II of a Public
Water Supply
5.) Flood Zone: C
Zoning: P.40
Lot Size 40,000
Frontage 150'
5etback5
Front 30
Side 20'
Rear 20'
Max Blcla Coverage 25%
Enetmg 5eptc Components to
be Remo ed (5ee Note M24)
515011 Removal
(5ee Ante 3'2 ✓)
Exrstng 5eptc Components to
be Abandoned (5ee Note 3'23)
LEGEND
1'I
24X5
PROPOSED SPOT GRADE
-1-
EXISTING CONTOUR
-24-
PROPOSED CONTOUR
-W-
F
-o-
OVERHEAD UTILITY LINES
-U-
v �
-G-
GAS SERVICE LINE
EDGE OF CLEARING
FENCE
TEST HOLE LOCATION
5T
SEPTIC TANK
i
DISTRIBUTION BOX
SAs
SOIL ABSORPTION SYSTEM
�1
\
�v
v
0 20 40 GO
SCALE I "=20'
C:\Ocean5ide\05-Liverpool\05-Liverpool-5D5 Plan.dwg
C LOCUS
1
YARMOUTH,
MA
JI I L L -VI. u-.)
NOT TO SCALE
1.) Assessor's Man 143 Parcel G3
2.) Deed Book 25322 Page 31 1
3.) Plan Book 2G4 Page 81 Lot 2G
4.) Thl5 property 15 not In a Zone II of a Public
Water Supply
5.) Flood Zone: C
Zoning: P.40
Lot Size 40,000
Frontage 150'
5etback5
Front 30
Side 20'
Rear 20'
Max Blcla Coverage 25%
Enetmg 5eptc Components to
be Remo ed (5ee Note M24)
515011 Removal
(5ee Ante 3'2 ✓)
Exrstng 5eptc Components to
be Abandoned (5ee Note 3'23)
OF
A��VTB OF
M,yy.S90
LINDA J. ycN
o PINTO
U I %� N
IyLrG/-jq/O/
4
Po��
SS/ONAL ENG
Prepared for:
Meredith P. Krueger
37 Liverpool Rd., Yarmouthport, MA 02675
Proposed Site' t Sewage 1)15p05al System
37 Liverpool Rd., Yarmoutport, MA
Prepared by:
i/
CIE00
P.O. Box 201, Brewster, MA 02631 Phone:: (508) 896-151"
Date: 1 1117114 1 5cale: A55hown I By: UP I Check: MLA I Project No. 0514087
LEGEND
EXISTING SPOT GRADE
24X5
PROPOSED SPOT GRADE
-1-
EXISTING CONTOUR
-24-
PROPOSED CONTOUR
-W-
WATER SERVICE LINE
-o-
OVERHEAD UTILITY LINES
-U-
UNDERGROUND UTILITY LINES
-G-
GAS SERVICE LINE
EDGE OF CLEARING
FENCE
TEST HOLE LOCATION
5T
SEPTIC TANK
DB
DISTRIBUTION BOX
SAs
SOIL ABSORPTION SYSTEM
OF
A��VTB OF
M,yy.S90
LINDA J. ycN
o PINTO
U I %� N
IyLrG/-jq/O/
4
Po��
SS/ONAL ENG
Prepared for:
Meredith P. Krueger
37 Liverpool Rd., Yarmouthport, MA 02675
Proposed Site' t Sewage 1)15p05al System
37 Liverpool Rd., Yarmoutport, MA
Prepared by:
i/
CIE00
P.O. Box 201, Brewster, MA 02631 Phone:: (508) 896-151"
Date: 1 1117114 1 5cale: A55hown I By: UP I Check: MLA I Project No. 0514087