HomeMy WebLinkAbout204 South Street - Septic System Design 2j
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CORPS OF ENGINEERS - MA-DENN-80-331 w y I V E R
MASS DEQE - WATERWAYS LICENSE #677 a FiAOD
YARMOUTH CONSERVATION COMMISION - SE 83-270 2^
EBB
gi 190'1 7, NEDOD-R-33JM (2-1-83)
_- FLOOD ZONE V13 (EL 13.0') l; `F Trpr
�! FLOOD ZONE A11 �"'�- !FLOOD ZONE Via(EL
c !yq..�
_-• ��� (EL 11.0) r�
N , `�i'
EL
w� I OBSERVED 2004 `' -ZONE A11 /
HIGH WATER EL 1.91 8 25 (EL
l.t ,
STONE REVETMENT ,. / « Al .�� ..� a �� A' 1.�1� i ,� � V [ +� f. i /T ..r r�'`i� fi v-�t �;.� •.. ti''}-l'�
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(SE 83-162) 6.,1,, s$, rn-•`r lr.�i�� raj
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' i^,�'I r �.a - -_.rt ,- '. 1 -�: r t ,-
1 ••,h�`�-'r
-j1 lr
G.S.E. = 7.51
G.S.E. = 6.81
1�-k,�.�..
TOP OF FOUNDATION ELEVATION -GARAGE
.'..:'
0 Ap Sandy Loom
LAND
v ,
v' v °'l
1
B Sandy Loam
�r _, u E RE ENT
ov
COU RT P N o
PLAN °
24'
C1 Medium Sand
C Medium Sand
u
W TBM: STAKE SE 7 (SE 83-962)
10 YR 7/2
/ o i .t
108'
w o" ,8
2_
EL- 8.80' NGVD
o j
C 9190E
?l ROPOSED 10' BUFFER
✓�
Ground Water
PROPOSED 10' BUFFER
Observed 0 72'
"
PROPOSED 4' WIDE PATH
P c; P. L ',_� cT W
LJM17 OF WORK FOR
SEWER
INVERT OUT OF SEPTIC TANK
9.7
BUFFER ZONE PLANTING & LANDSCAPING X 4
Go
am
LAWN
a n
SEWEO
INVERT INTO DISTRIBUTION BOX
8.9
I
z j
-o',
__
LO
SEWEF
INVERT OUT OF DISTRIBUTION BOX
8.7
LIMIT
WORK FOR HOUSE x 7'13 PROPOSED
SEWEb
n I'
LOCUS MAP & P CONSTRUCTION 4 RETAINING WALL 7. 7
7
N.T.S. B 0 h
{ _ -OMIT OF WORK FOR HOUSE &^POOL CONSTRUCTION
- �. . . �Y• . . O',OFFSET FROM T -- -- .
CONSERVATION NOTES:
1. ALL ROOF RUNOFF TO DISCHARGE TO DRYWELLS OR DRIP TRENCHES.
2. LIMIT OF WORK SHALL CONSIST OF STAKED HAY BALES AND SILT FENCE
TO BE MAINTAINED FOR THE DURATION OF THE PROJECT.
3. LANDSCAPE BUFFER TO BE DEVELOPED IN CONSULTATION WITH COMMISSION STAFF.
LOCUS AREA IS COMPRISED OF o cr;� T; r ¢ OP OF REVETMENT BUILDING DEPARTMENT NOT
!,
YARMOUTH ASSESSOR'S MAP 034 PARCEL 304 'v' PROPOSED ..., ;.IjY 5.800 S.F.
RETAINING WALL / /, T f / 1. PROPOSED LOT COVERAGE (HOUSE): 4 = 13.2%
LOT 2 ® LAND COURT PIAN 9190 E 7 ' _ 7, 3,787 S.F. (UPLAND)
)
CERTIFICATE OF TITLE # 174,022 (8-10-04) PROPOSED U D
' Tr rvr �� % / y f"% �nf �'; ��ED PORCH
2. NO VEGETATED WETLANDS ON THIS PARCEL.
OWNER: JOHN F. REILLY, JR. 7, /'rr l £ q7 A/-
726y,I REGULATED AREAS CONSIST OF TIDAL FLATS REVETMENT (COASTAL BANK),
LOANDOVER STREET %' o AND LAND SUBJECT TO COASTAL STORM FLOWAGE.
LOWELL, MA 01850, PROP
0 1,
00'X
ZONING INFORMATIONS $ �l - >_ P - 225'
ZONING DISTRICT: RS 40 i=,�
OVERLAY DISTRICT: AP AQUIFER PROTECTION ¢ �w �g� 4j „PRap�/,//
w 1
MINIMUM CURRENT ZONING REQUIREMENTS ��gT�F;!��25lmnLCIHG7.
MINIMUM AREA: 40,000 S.F. 100' OFFSET FROM TOP OF REVETMENT-
MINIMUM FRONTAGE: 150' PRO, \\�
FRONT YARD = 30' SIDE & REAR YARD = 20' �' FLS I + - c 5 % j
TcxIy
y 11.2 1U 7. oOPp P F t rE j
COMMUNITY PANEL NUMBER 250015 - 0006 D (REV. 7-2-1992) (� r( �) R6 ` `" rOoIL DTO BE RAZED
THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS, `'y_ OE f Y, 10:0. I j 7
ZONES All (EL. 11.0) & V13 (EL. 13.0). n
BASE FLOOD ELEVATION = 11.0' (NGVD29) U PROPOSED f',__ /.
LEACH PIT FORI, $ GY �i
FLOOD LINE SHOWN HEREON HAS BEEN SCANNED AND DIGITIZED DRAWDOWN/BAt2cWAGARSHOPp�' g� - h.a
AGE PROPOSED 600 GAL D
FROM FIRM MAP PANEL #20015-006 D (REV. 7-2-1992) TBM: STAKE SET � \� � SAB EL ., n
SOIL LOGS DATE: 10/06%2004
ENGINEER: BOARD OF HEALTH AGENT:
Stephen A. Wilson, P.E. David D. Flaherty, Jr., R.S.
TEST PIT 1
TEST PIT 2
G.S.E. = 7.51
G.S.E. = 6.81
OVER
TOP OF FOUNDATION ELEVATION -GARAGE
0 AID Sandy Loam
0 Ap Sandy Loom
8' 10 YR 3/1
8. 10 YR 6/1
B Sandy Loam
B Sandy Loam
7.5 YR 4/6
10 YR 5/8
20'
24'
C1 Medium Sand
C Medium Sand
10 YR 5/8
10 YR 7/2
54"
108'
C2
2_
Med. - Coarse Sand
ay
I
108" 10 YR 6/3
Ground Water
Ground Vater
Observed 0 72'
Observed 0 72'
DESIGN SCHEDULE
ELEVATION
OT 6 ELS 7.45' NGVD 120 y -PROPOSED PARKI G 1 ® RY WELL
30.5 AFEA .. RIM EL - 6.7-
L.C. PLAN 90 G ,S PIT 2
c iTEST PT #1 f' _ #
r/F CHARLES ;.!;ITC : '.r;ACEMENT, INC:
I '.... �. _ - --
o 1' 7,7
76 "="� ��Q ; .��� 'o
LLD) n 20• \ 7
5' OVERDIG REWIRED. - F, 1 L �PROPOSED R
PLACE POLY LINER AT c PO BOXY
EDGE OF OVERDIG.
MIN.
�-: .0'LOT I000Eo a�pr� i r.-7 I :>
7.7 g RER1r
a
L.C. PLAN 9190 E a -- - zc f 7 PROPOSED
PARCEL AREA TO OBSERVED HIGH WATERWATER SERVICE
46,905± SQ. FT.
1.08± ACRESLi
1�' 7 (� cy� i i r,
N 07'53'55' W t ? ` , 4: 1
I_
- - - -- - - - ----- F 175.95 - - - - --- - - ---- +I w
oz� EXISTING WATER SERVICE' ' I to rn
(A TO BE CUT AND REMOVED.'0)- ✓_ i
✓ ✓ - ` PROPOSED IRRIGATION 3
N 05'36'50' ,W WELL
£ 134.20' o I 1r a
Go
Ad 117,"
j
0 1 f c
m 90
IVF yr FVV11VM11V11 LLLVA11VIY - nVVJL
IG.J
EXISTING
Z N
I ,_ N
O /
2' MIN. LAYER DOUBLE WASHEL
OVER
TOP OF FOUNDATION ELEVATION -GARAGE
12.0
FM.2'
g w
7W
o"N
i
STONE 1/8' to 1/4' OVER
SEWER INVERT AT FOUNDATION
10.3
Catch Basin
i11 a ,
!
,S o' g
m
c �, o
D1SfRIBUTK)N UNE
SEWERINVERT INTO SEPTIC TANK
10.0
0_
v r,
o
2_
,,
ay
I
Spot Grade
Test Pit
Conc.
Concrete
jr CI= L� LS Ami .L . =14�,EI El,;, Irlc
i "j:_n�
P c; P. L ',_� cT W
'i
SEWER
INVERT OUT OF SEPTIC TANK
9.7
Go
am
a n
SEWEO
INVERT INTO DISTRIBUTION BOX
8.9
I
z j
-o',
.,`
rn o
SEWEF
INVERT OUT OF DISTRIBUTION BOX
8.7
SEWEb
INVERT INTO LEACHING SYSTEM
8.3
wCoI
a z
BOTTOM
OF LEACHING SYSTEM
7.5
WATER
TABLE OBSERVED AT EL. 1.5 ADJ. =
2.5
NOTE: IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER &
FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6"
BELOW FINISHED GRADE.
SET MANHOLE FRAME
TOP OF FOUNDATION& COVER O GRADE
12.5 (NGVD) ' 't FINISHED GRADE - 11.9 RISERS & COVERS SHALL BE WATERTIGHT
FINISHED GRADE OVER TANK - 11.8
4' SCH 40 PVC 3' MIN.
L-32' Se0.020 _
' • 4' SCH 40 PVC (40LF) 0 1.0%
PER TITLE V
REINFORCED 5-4. GAS BAFFLE
•.Y,-, /"CONCRETE
FOOTING ° ° ''' ; STONE
USBASE -
--_,.
BAFFLE
2,600 GALLON BAFFLED SEPTIC TAN( (H20 LOADNG)
TO BE INSTALLED ON A LEVEL STABLE BASE
SEPTIC TAM( TO BE INSPECTED & CLEAM ANNUALLY
TYPICAL SYSTEM PROFILE
NOT TO SCALE
FIRST 2' (TO BE LEVEL)
W' (min F - then O 2.0%
6' SUMP 4' SCH. 40 PVC DOUBLE WASHED STONE
-_ - (3/4' to 1 1/21
PROPOSED SYSTEM WAS REVIEWED 3Y BOARD OF HEALTH
AND APPROVED ON:
5'
ADJUSTED GROUNDWATER
GROUNDWATER OBSERVED O EL 1.5'
LEACMG FELD (TYPICAL)
NTS
2' LAYER DOUBLE N
STONE 1/8' to
OVER DISTRIBUTION
I Leaching Area Requirements
9' MIN COVER
} 9 BEDROOMS AT 110 GPD/BEDROOM = 990 GPD
NO GARBAGE GRINDER
EL - 7.5 PERC RATE = 2 /1 MIN. / INCH (CLASS 1 )
LTAR = 0.74 GPD/S.F
MIN. LEACHING AREA OF SAS.:
990 GPD/ 0.74 GPD/S.F. = 1338 S.F. MIN.
PROPOSED SYSTEM:
BOTTOM 26' X 52' = 1,352 S.F.
U �+ Ir :I L ;,nowleA
Z I >at1N.'
c Al 0 2 N
6' BETWEEN INLETS
FINISH GRADE 9' MIN. 36' MAX COVER
1 EXCLUDING TOPSOIL
} COMPACTED BACKFILL
12' 2-
EFFECTNE DEPTH 6' DOUBLE -WASHED
4' PERFORATED STONE 3/4'
PCV SCH 4o TO 1 1/2'
52'
EXISTING
PROPOSED
6.
02/18/05
PROPOSED FINISHED GRADE
OVER
LEACHING FIELD -
10.0±
FM.2'
LAYER
1/8• TO
1/2' STONE
13
5'
ADJUSTED GROUNDWATER
GROUNDWATER OBSERVED O EL 1.5'
LEACMG FELD (TYPICAL)
NTS
2' LAYER DOUBLE N
STONE 1/8' to
OVER DISTRIBUTION
I Leaching Area Requirements
9' MIN COVER
} 9 BEDROOMS AT 110 GPD/BEDROOM = 990 GPD
NO GARBAGE GRINDER
EL - 7.5 PERC RATE = 2 /1 MIN. / INCH (CLASS 1 )
LTAR = 0.74 GPD/S.F
MIN. LEACHING AREA OF SAS.:
990 GPD/ 0.74 GPD/S.F. = 1338 S.F. MIN.
PROPOSED SYSTEM:
BOTTOM 26' X 52' = 1,352 S.F.
U �+ Ir :I L ;,nowleA
Z I >at1N.'
c Al 0 2 N
6' BETWEEN INLETS
FINISH GRADE 9' MIN. 36' MAX COVER
1 EXCLUDING TOPSOIL
} COMPACTED BACKFILL
12' 2-
EFFECTNE DEPTH 6' DOUBLE -WASHED
4' PERFORATED STONE 3/4'
PCV SCH 4o TO 1 1/2'
GENERAL NOTES:
PROJECT BENCHMARK: DATUM NGVD 1929
MONUMENT #11
SMUGGLER'S BEACH PARKING LOT EL. = 6.15'
TBM: = STAKES SET IN LOCUS (SEE PLAN)
EL. = 7.28' (NGVD)
ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH
TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995
ANY LOCAL RULES APPLICABLE.
ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING
BY DESIGNING ENGINEER
WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING,
NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT
THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN
APPROVAL BY DESIGNING ENGINEER
ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC., SCH 40
EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING
SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER
310 CMR 15.255.
LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND
SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE
UTILITY COMPANY PRIOR TO ANY CONSTRUCTION.
EXISTING SEPTIC SYSTEM TO BE PUMPED AND REMOVED.
THE PROPERTY L114E INFORMA PON SHOWN IS BASED ON
CURRENT AVAILABLE RECORD INFORMATION CONSISTING
OF PLANS AND DEEDS.THE EXISTING FEATURES SHOWN
HEREON WERE OBTAINED FROM AN ON THE GROUND
FIELD SURVEY PERFORMED BY BAXTER, NYE &
HOLMGREN, INC. 8-24-04, THRU 8-27-04.
204 South
Bass River
South _.. .' t >.a
chusetts
SEE PLAN VIEW FOR FIELD LAYOUT PREPARED FOR
LEACMG DETAIL John F. Reilly, Jr.
NIS
TITLE
9- (MIN.) COVER EXCLUDING / 36' MA% wetlands Permit Ian
TOPSOIL
2-
0' LAYER OF DOUBLE WASHED BAXTER, NYE & HOLMGREN INC.
STONE 3/4' TO 1 1/2' Registered Professional
(4)-4' SCH 40 SLOTTED PVC Engineers and Land Surveyors
DISTRIBUnON LINES 812 Main Street, Osterville, Massachusetts 02655
Phone - (508) 428-9131 Fax - (508) 428-3750
10 0 10 20
CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE FOUNDATION SCALE IN FEET
SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE YARMOUTH -- -
ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS
LOCATED IN RELATION TO THE MONUMENTS SHOWN, AND IS
LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA.„ = 20 u5
DATE: 10/13/04
r,' ,
THIS PLAN IS NOT TO BE RECORDED NOR IS R TO BE USED TO ESCALE: 1STABUSH PROPERTY LINES.
REGIS RED PTSIONAL LAND SURVEYOR DATE
` C4
2'74
REV.
LEGEND
EXISTING
PROPOSED
6.
02/18/05
Stake & Tac Set/Found
•
Mag Nail Set/Found
El
Concrete Bound
0
O
Gas Cate
13
Electric Meter
❑
Catch Basin
I14
Water Gate
12120104
Gas Meter
®
Telephone Riser
0_
Utility Pole
2_
Contours
X loo
Spot Grade
Test Pit
Conc.
Concrete
EOP
Edge of Pavement
F.F.E.
Finish Floor Elevation
GENERAL NOTES:
PROJECT BENCHMARK: DATUM NGVD 1929
MONUMENT #11
SMUGGLER'S BEACH PARKING LOT EL. = 6.15'
TBM: = STAKES SET IN LOCUS (SEE PLAN)
EL. = 7.28' (NGVD)
ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH
TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995
ANY LOCAL RULES APPLICABLE.
ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING
BY DESIGNING ENGINEER
WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING,
NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT
THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN
APPROVAL BY DESIGNING ENGINEER
ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC., SCH 40
EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING
SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER
310 CMR 15.255.
LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND
SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE
UTILITY COMPANY PRIOR TO ANY CONSTRUCTION.
EXISTING SEPTIC SYSTEM TO BE PUMPED AND REMOVED.
THE PROPERTY L114E INFORMA PON SHOWN IS BASED ON
CURRENT AVAILABLE RECORD INFORMATION CONSISTING
OF PLANS AND DEEDS.THE EXISTING FEATURES SHOWN
HEREON WERE OBTAINED FROM AN ON THE GROUND
FIELD SURVEY PERFORMED BY BAXTER, NYE &
HOLMGREN, INC. 8-24-04, THRU 8-27-04.
204 South
Bass River
South _.. .' t >.a
chusetts
SEE PLAN VIEW FOR FIELD LAYOUT PREPARED FOR
LEACMG DETAIL John F. Reilly, Jr.
NIS
TITLE
9- (MIN.) COVER EXCLUDING / 36' MA% wetlands Permit Ian
TOPSOIL
2-
0' LAYER OF DOUBLE WASHED BAXTER, NYE & HOLMGREN INC.
STONE 3/4' TO 1 1/2' Registered Professional
(4)-4' SCH 40 SLOTTED PVC Engineers and Land Surveyors
DISTRIBUnON LINES 812 Main Street, Osterville, Massachusetts 02655
Phone - (508) 428-9131 Fax - (508) 428-3750
10 0 10 20
CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE FOUNDATION SCALE IN FEET
SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE YARMOUTH -- -
ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS
LOCATED IN RELATION TO THE MONUMENTS SHOWN, AND IS
LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA.„ = 20 u5
DATE: 10/13/04
r,' ,
THIS PLAN IS NOT TO BE RECORDED NOR IS R TO BE USED TO ESCALE: 1STABUSH PROPERTY LINES.
REGIS RED PTSIONAL LAND SURVEYOR DATE
` C4
2'74
REV.
DATE:
REMARKS
6.
02/18/05
REV.
WRK. LMT. @- POOL
5.
02103105
RET.
WALL & PATIO EL.
4.
oil/OJ/04
ADJ.
GW. TO EL. 2.5
J.
12120104
REVISE AREA CA! C.
2.
11/29
04
ADD
BUILDING NOTE
1.
11 /09/04
BUF.
ZONE & DRYWELL.
0:\2004\I'4
2004-084
9•�a 1.. �f�Y15
DRAWING NUMBER