HomeMy WebLinkAbout121 Mayflower Terrace - Site & Sewage Disposal Plan 2OBSERVATION HOLE LOGS
RveTInN HTX E 1 ELEV=10+
!OM
501E
HORIZON
SOIL
TEXTURE
SOIL COLOR
MUNSELL
SOIL
MOTTLING
OTHER
°
O/A
LOAMY SAND
10 YR 2/2
NONE
0%-5%
81
B
LOAMY SAND
10 YR 5/8
NONE
5% COBBLES
AND STONES
132°
C
MED–COARSE
t0 YR 6/3
NONE
5% GRAVEL
PLAN BOOK: 586 PAGE:
SAND
F' DIA PVC RPE
2% COBBLES
'RvhmnN unl F 2 FLEV=14f
20M
SOIL
HORIZON
SOIL
TEXTURE
SOIL COLOR
MUNSELL
SOIL
MOTTLING
OTHER
f°
0/A
LOAMY SAND
10 YR 2/2
NONE
0%-5%
18■
B
LOAMY SAND
10 YR 5/6
NONE
5% COBBLES
AND STONES
138°
C
MEDIUM SAND
10 YR 6/3
NONE
1
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 0 ELEV=0.6
GROUNDWATER ENCOUNTERED AT A ESTIMATED HIGH GROUNDWATER CALCULATION
DEPTH OF 113" (USGS/CCC METHOD)
INDEX WELL #MIW-29 ZONE: A
DATE OF READING: 9-24-03 DEPTH TO GROUNDWATER:_
GROUNDWATER LEVEL ADJUSTMENT:_
ACTUAL GROUNDWATER LEVEL. 0 SITE: EL=_
ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL: EL=_
FILL COp
CORI
NCE
STANDARD SILT FE
/ / PLAN REFERENCES:
ASSESSORS
S
PLAN BOOK: 584 PAGE: 61 —
SUBGRADEDRIVEWAY FOR LOT 1A, PREPARED KNOB HILL RD.
COMPACT SOIL AROUND OUTER FOR ROD SROCZENSKi, DATED ROUTE 6
lsOwT �� �.� PERIMETER OF BALES SEPTEMBER 30, 2004. YARMOUTH, MA
_ o z KEY MAP
BOA' i
HA YBALES WITH SILT FENCING DETAIL No SCALE
USING REDCAP OF Y1��� — J i / / _ NOT TO SCALE -
ELEVAnat-,<.,, CONSTRUCTION NOTES
= LEGEND
PERO 0 5O (NOVO DAVM) 5 ro / , r, , , --
NO GROUNDWATER ENCOUNTERED 1/ 1i i — �—
y —16— — _ — _ v EROSION CONTROL: ■ BOUND
Lor 2A THE SILTA71CN BARRIER, AS SHOWN ON THE PLANS, SHALL BE 0 w-3 WETLAND FLAG
INSTAUNTIL
100 -YEAR FLOOD — i / .� euxrEAn posr, �y� X MAP tzo, PARCEL 1.2 COMPPLE11OT
N OF PROJECPRIOR TOS TRUCTION MATERIAL STOCKPILESANDNED SHALL BE EDGE OF WETLAND
(ELEVATI0N=6) I I I i 1 RRYIEILD�Ro0)FDRaN I� -,, / \ PROTECTED FROM EROSION BY COVERING OR BY THE PLACEMENT OF
I i ( Jt' ( 1 \ t LAMP POST
rSIGN CALC I/ A TIONS A SILT FENCE ON THE DOWNHILL SIDE OF THE STOCKPILE AREAS
' DISTURBED BY CONSTRUCTION SHALL BE REVEGETATED PRIOR TO 10— EXISTING CONTOUR
N 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) 2 x .74 + 50.5 (10) x .74 + 10 (2) 2 x .74 = 552 GPD
L ONE ( 1) - 50.5 'L x 10 V. x 2 'D. LEACHING CHAMBER A = 552 GPD > 550 GPD REQ'D.
ONE ( 1) - 1500 GAL SEPTIC TANK, MINIMUM ALLOWED
ONE ( 1) - DISTRIBUTION BOX ( 9 OUTLET)
)TES
GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN.
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.TO. H-20 WHEEL LOADS
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.
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-
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.
THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS
SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES
CHANGES IN DESIGN.
UTILITIES PRO TOALL ASCERTAIN EXCAVATION, AND ELOCATION OF SHALL PROTECTXISTING UTILITIES WITHIROUND
N THE
WORK AREA DURING CONSTRUCTION.
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
THE FFIF THE ILL SHALL NOT CONTBY AIN ANY MATERIALSHALL BE RETAINED ON LARGER THAN 2EINCHES.�
THE MATERIAL THAT PASSES THE A4 SIEVE SHALL MEET THE
FOLLOWING GRADATION REQUIREMENTS:
SIEVE
PLAN BOOK: 295 PAGE:
56
PASSING
hEv=ls.o
``
50
10%1_100%
100
0%20%
200
0%-5%
PLAN BOOK: 79 PAGE:
101
POND
COMPACTM SUBGRADE
/f\a v
Y MAX.
O BOX MINIMUM D'BOX INSIDE � 3' MAX.
1
PLAN BOOK: 586 PAGE:
61
F' DIA PVC RPE
LOCUS
STRAW BALES
0
FLOOFWRT PLL
(SEE INSERT BELOW)
DEED BOOK: 15799 PAGE:
239
ti
i m
c
ALL INV.
DOUBLE WASHED STONE
THE MINIMUM SLOPE FOR
� •, u. COMPACTED BASE
I ", W/ 6' LAYER OF 10.53 ,-
_ - .' CRUSHED STONE ALL
z
Q
MAYFLOWER KELLEYS
TWO (2) 2°X2' STAKES OR
ZONING DISTRICT: R-40
RPE IS 1/8' PER FT
COMPACIED'BASEJ GAS BAFFLE
W/ 6' LAYER CF ''NF—TILE' OR
UNE(S) EXITING D'BOX MUST REMAIN
TERRACE 1 ` BAY
STANDARD /EQUIVALENT PER BALE DRIVEN
SILT FENCE\ / ONE (1) FOOT INTO GROUND
"PLAN SHOWING PROPOSED
LEVEL FOR 2 —0BEFORE PITCHING
GREAT
OUTLET TEE DEPTH20'1
DOWN TO LEACHING FACIUTY
20'1
12'1
LIQUID DEPTH BELOW FLOW UNE
SUBGRADEDRIVEWAY FOR LOT 1A, PREPARED KNOB HILL RD.
COMPACT SOIL AROUND OUTER FOR ROD SROCZENSKi, DATED ROUTE 6
lsOwT �� �.� PERIMETER OF BALES SEPTEMBER 30, 2004. YARMOUTH, MA
_ o z KEY MAP
BOA' i
HA YBALES WITH SILT FENCING DETAIL No SCALE
USING REDCAP OF Y1��� — J i / / _ NOT TO SCALE -
ELEVAnat-,<.,, CONSTRUCTION NOTES
= LEGEND
PERO 0 5O (NOVO DAVM) 5 ro / , r, , , --
NO GROUNDWATER ENCOUNTERED 1/ 1i i — �—
y —16— — _ — _ v EROSION CONTROL: ■ BOUND
Lor 2A THE SILTA71CN BARRIER, AS SHOWN ON THE PLANS, SHALL BE 0 w-3 WETLAND FLAG
INSTAUNTIL
100 -YEAR FLOOD — i / .� euxrEAn posr, �y� X MAP tzo, PARCEL 1.2 COMPPLE11OT
N OF PROJECPRIOR TOS TRUCTION MATERIAL STOCKPILESANDNED SHALL BE EDGE OF WETLAND
(ELEVATI0N=6) I I I i 1 RRYIEILD�Ro0)FDRaN I� -,, / \ PROTECTED FROM EROSION BY COVERING OR BY THE PLACEMENT OF
I i ( Jt' ( 1 \ t LAMP POST
rSIGN CALC I/ A TIONS A SILT FENCE ON THE DOWNHILL SIDE OF THE STOCKPILE AREAS
' DISTURBED BY CONSTRUCTION SHALL BE REVEGETATED PRIOR TO 10— EXISTING CONTOUR
N 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) 2 x .74 + 50.5 (10) x .74 + 10 (2) 2 x .74 = 552 GPD
L ONE ( 1) - 50.5 'L x 10 V. x 2 'D. LEACHING CHAMBER A = 552 GPD > 550 GPD REQ'D.
ONE ( 1) - 1500 GAL SEPTIC TANK, MINIMUM ALLOWED
ONE ( 1) - DISTRIBUTION BOX ( 9 OUTLET)
)TES
GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN.
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.TO. H-20 WHEEL LOADS
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.
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-
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.
THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS
SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES
CHANGES IN DESIGN.
UTILITIES PRO TOALL ASCERTAIN EXCAVATION, AND ELOCATION OF SHALL PROTECTXISTING UTILITIES WITHIROUND
N THE
WORK AREA DURING CONSTRUCTION.
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
THE FFIF THE ILL SHALL NOT CONTBY AIN ANY MATERIALSHALL BE RETAINED ON LARGER THAN 2EINCHES.�
THE MATERIAL THAT PASSES THE A4 SIEVE SHALL MEET THE
FOLLOWING GRADATION REQUIREMENTS:
SIEVE
PERCENT
SIZE
PASSING
hEv=ls.o
50
10%1_100%
100
0%20%
200
0%-5%
y
/ �k
SOIL REMOVAL NOTE
REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5' OF LEACHING
CHAMBERS DOWN TO C HORIZON IN DOH IID 14 DOH #2 AND REPLACE WITH
SAND FILL IN ACCORDANCE WITH NOTE #8 TO ELEVATION=13.0t
/,:: �T� / DwEuttG COMPLETION OF THE PROJECT ROOF DRAINAGE SHALL BE 10— PROPOSED CONTOUR
soD c \6; �0 COLLECTED BY GUTTERS AND DOWNSPOUTS AND RECHARGED
Me TANK / THROUGH THE PROPOSED ROOF DRAINAGE DRY WELLS. +17.0 PROPOSED SPOT GRADE
IOM OMIT Or 5 son c • W— WATER SERVICE
°REMOVAL
% 4 LIMIT OF WORK: ETC— ELECTRIC CABLE, AND
I 1 S } \DECK
PROPOMSED
UNG ~7 0 301MI , \_ - _ THE SITEWORK CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE TELEPHONE SERVICES
FFF flEV 19.0 LAB aE1 &� re nsnyc sEPnc syshM\ I BOUNDARIES OF THE PROPERTY AND THE LIMIT OF WORK, THE
_ =r4�G GAS SERVICE
SE CARE 1N ORDER TO PROTECT
° RESER - — — — p ADJACENT PROPERTIES AND WETLAND RESOURCE AREAS. THE
Patty J ° /; / AREA \2 50.51 x 101Y x 2b P, g _ CONTRACTOR SHALL NOT OPERATE HEAVY EQUIPMENT OR STOCKPILE
° LEACHING CHAMBER • — — ` _ _ — -12_ EXCAVATION OR CONSTRUCTION MATERIAL ON THE WETLAND SIDE OF
SAThnON 6ARNDABA�T \ . -N 07.06'22' E FLOOD NOTE.
Dr WORK
r \ + ! ' • — \ i1iE PROPOSED SILTATION BARRIER.
> \}\} � Y PRarosm •/ •' ��
w Tara cer aoae ma \
GARAGE DOH -1 / ` ' \ \ \ SITE LES IN FLOOD ZONE$
s.AB ELEv°Tao ; w , , • •..� L;_ �- .:,,;—•
AND C. PER FEMA FIRM COAIANNRY PARIEL
o — y— q \ \ \ /250015 00020, REVISED JULY 2, 1992
f
CONSERVATION NOTE:
� SALTMARSH � � I � \\B. �� BN �,A,•••' b „ .'+ �✓'' ,.-� — —� \\?� �\'\.,\\ \ \
✓ SO COA'SA d ' %• i �6_ \ \ \ \ \ DOING DRNEWAY APPROVED AND WETUWD
• ' : '� a �,.. „1 \ } o, - `s I B"DARY CONFIRMED WITH DETERMINATION OF
e / Wg s b APPLICABILITY ISSUED BY YARMOUTH CONSERVATION
,. / T> — � . �- ; \ \ f � 1 IxIMMISSKMI ON ocroBER 26, 2004.
mss, p.,\
W'
i
*Al
,, gip'.--�... — . � • • � ; ,� � ='' I I I , / �/ / � � '�''` %�
HLOT 1A / N r / ry I // •p., �./� /
�13�� 121 MAYFLOWER TERRACE
f MAP 120, PARCEL 1.3 11 f
TOTAL AREA
' 277,6001 S.F. 5.001 AC. /
gpNO 93,8901 S.F.N��
2.161 AC, ' a aj )
�y. WETLAND
�y 123,7101 S.F. 2.841 AC.
3 MAP 119 PCL 57
Yarmouth Health B^P2rtment
APPRO,D
MAP 119 PARCEL 38 • „.5 / ` Na
- - w MAP 119 PCL 56 / VARIANCE REQUEST:
/ `e A VARIANCE TS REQUESTED FROM YARMOUTH BOARD OF
ONE (1)- 50.51 x 1O'W x 2'D LEACHING CHAMBER CONSTRUCT PLATY
BY PLACING FIVE 8'-6' x 47-10' x 2'-10' LEACHING CHAMBER \ HEALTH REGULATION 3.7 (DISTANCES AND LOCATION OF
UNITS END TO END WITH 4'-0' STONE ON ENDS AND 2'-70 - DISPOSAL FACILITIES) TO ALLOW THE TOP OF FOUNDATION R
STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS 40 0 40 80 120 �,, f BE CONSTRUCTED AT ELEVATION THE WHERE THE HIGHEST
MANUFACTURED BY STOREY PRECAST OR EQUAL). ®' ' �. - POINT RI THE ROAD AFFRONTING THE LOT IS 23.1 FEEL A
/ • -- '^' 'r -- •" "� 41' VARIANCE IS REQUESTED
TOP OF FOUNDATION
�
m
hEv=ls.o
RAISE COVERS 7Q WITHIN 8'
0
OF FINISH GRADE
HNISH GRADE
\,
/f\a v
Y MAX.
O BOX MINIMUM D'BOX INSIDE � 3' MAX.
MENSIONS Ifx12'
F' DIA PVC RPE
DROP:2' MIN — 3' MAX.
FLOW ONE
4' DIA SCH 40 PVC PIPE
MIN 4' GA SCH 40 PVC RPE
I CruSEE Sam
ouro C"INV
FLOOFWRT PLL
'.� 13.75 Ism GAL
1350 1310
z 12.93 1253 d
fs
3/4' TO 1 1/2'
SEPTIC TANK
WAANITARY TEES
c
ALL INV.
DOUBLE WASHED STONE
THE MINIMUM SLOPE FOR
� •, u. COMPACTED BASE
I ", W/ 6' LAYER OF 10.53 ,-
_ - .' CRUSHED STONE ALL
_ _
4' DIA SCH 40 PVC
RPE IS 1/8' PER FT
COMPACIED'BASEJ GAS BAFFLE
W/ 6' LAYER CF ''NF—TILE' OR
UNE(S) EXITING D'BOX MUST REMAIN
END HEW
CRU SHm STONE APPROVED EQUIVALENT
LEVEL FOR 2 —0BEFORE PITCHING
OUTLET TEE DEPTH20'1
DOWN TO LEACHING FACIUTY
20'1
12'1
LIQUID DEPTH BELOW FLOW UNE
10' MINIMUM
4 FT 14 INCHES
LONGEST RUN
v
5 FT 19 INCHES
6 FT24 INCHES.
i
V)
7 Fi 29 INM
SCHEMATIC FLOW PROFILE
ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5
SCALE 1"= 40'
(THIS AREA IS SERVED BY TOWN WATER) /
/ / Mpp119P0`A7 �' INSPECTION NOTE
/ THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S)
OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER.
INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER_
PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON
�. REQUIRED INSPECTIONS,
TO 1/z' STONE
2'-0'
EFFECTIVE
DEPTH
8'1 TO ADJUSTED 'o
GROUNDWATER
0
�7 ADJUSTED GROUNDWATER
nlf.
ELEVATION -2.5i
50'-6"
DETAIL OF LEACHING CHAM
NO SCALE _—
FINISH GRADE
4 MIL POLY OVER A 4' LAYER
OF 1/8' TO 1/2' STONE
47 DW DRAIN PIPE
2 DUI
D
'o1 3/4' 10 1 1/Y
DOUBLED WASHED STONE
6'-0' I
r
TYPICAL DRYWELL
INVERT OF INLET PIPE OF DRYWELL TO BE SET IN
MEDIUM SAND BELOW THE LOAMY SAND.
[fjA
_I :�
OMPAW, INC.
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
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C15886.DWG
NOTE: DATE
THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO APRIL 15, 2005
THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL DRAWN BY O\
CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE ANO '
LOCAL BOARD OF HEALTH REGULATIONS, _CH ED`BY "
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NOTE: DATE
THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO APRIL 15, 2005
THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL DRAWN BY O\
CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE ANO '
LOCAL BOARD OF HEALTH REGULATIONS, _CH ED`BY "
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NOTE: DATE
THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO APRIL 15, 2005
THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL DRAWN BY O\
CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE ANO '
LOCAL BOARD OF HEALTH REGULATIONS, _CH ED`BY "
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