HomeMy WebLinkAbout204 South Street - Septic System DesignEXISTING PIE
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MASS DEQE - WATERWAYS LICENSE #677 a 2
e �► YARMOUTH CONSERVATION COMMISION - SE 83-270 TgY
- Fe
/1 F 1q0`*FLOOD ZONE V13 (EL 13.0
"
r•_ FLOOD ZONE VI3rP-V F000 2NEA71E11-.0 R
(EL 13.0
a f9Je •� �►���_ ' 1 ti OBSERVED HIGH WATER EL 8-25-2004 1'S FLOW ZONE AL1 (ESL 1 01 ) ��'
STONE REVETMENT
OWNER: JOHN F. REILLY, JR.
726 ANDOVER STREET
LOWELL, MA 01850
ZONING INFORMATION
ZONING DISTRICT. RS 40
OVERLAY DISTRICT: AP - AQUIFER PROTECTION
MINIMUM CURRENT ZONING REQUIREMENTS
MINIMUM AREA: 40,000 S.F.
MINIMUM FRONTAGE: 150'
FRONT YARD = 30' SIDE & REAR YARD = 20'
COMMUNITY PANEL NUMBER 250015 - 0006 D (REV. 7-2-1992)
THE FLOOD INSURANCE RATE'MAP DEFINES THIS AREA AS,
ZONES All (EL 11.0) & V13 (EL. 13.0).
BASE FLOOD ELEVATION = 11.0' (NGVD29)
FLOOD LINE SHOWN HEREON HAS BEEN SCANNED AND DIGITIZED
FROM FIRM MAP PANEL #20015-006 D (REV. 7-2-1992)
SOIL LOGS DATE :10/0611004
+
Stephen A. Wilson, P.E. David D. Flaherty, Jr., R.S.
(SE 83-162)
7.7 r. 6
LOCUS MAP
x 7.9
NE' ENT
.d W
- --
N.T.S.
8.0 LIMIT OF WORK
,� voy
81 v, 02W
J
v- '�
�'
pRE�
v-wTBM•WSTAKE T W W (83--162)}.�
UCTIT
L
-
O�OFFSET
o-
LAND COURT.
VR
10 YR 7/2
W
@20M TOP OF REVETMENT
y
m l
!
7.7 FA rIro
LAWN 7.ax
8 yW66D'NGVDs19D"/
%, 7.9
-
7 a
E -
N� + Sroay
LOT 2 ®LAND COURT PLAN 9190E
CERTIFICATE OF TITLE # 174,022 (8-10-04)
r,
-A 79 78
Ext •!ti7
r , '`
<-71.0•
pI +DOD
h +6 ✓��
d =Y. r r,d, r. G
/ / uNG , ZOA r PORE
i * W
LCE 6.9
PROPOSED 10' BUFFER
1 rn
VED
N 05.36'50• W
POSED 10 BUFFER
!
N
LIMIT OF WORK FOR
I\ 134.20'
WE LRRIGA0
n
pe+�ls
8.2
4
WIDE PATH
A
BUFFER ZONE PLANTING do LANDSCAPING x
� J
UP #-
'7d•F
_
Cy�Sb
LAWN
lOD
6' BETWEEN INLETS
r.
l
o FINISH GRADE
9' MIN. 36' MAX COVER
I
DULW TOPSOIL
-}
COAMNPAaTFD BACK FILL
- W �F{ I
O
I J
2' MIN. LAYER DOUBLE WASHED
2'
12'
,-
7o�y 1
g
ul I
g
1:
= STONE 1/8' to 1/4. OVER
DISTRIBUTION UNE
EFFECTIVE DEPTH 6'
DOUBLE -WASHED
STONE 3/4'
LOT 1
1
1
4.
1D 1 1/2'
OWNER: JOHN F. REILLY, JR.
726 ANDOVER STREET
LOWELL, MA 01850
ZONING INFORMATION
ZONING DISTRICT. RS 40
OVERLAY DISTRICT: AP - AQUIFER PROTECTION
MINIMUM CURRENT ZONING REQUIREMENTS
MINIMUM AREA: 40,000 S.F.
MINIMUM FRONTAGE: 150'
FRONT YARD = 30' SIDE & REAR YARD = 20'
COMMUNITY PANEL NUMBER 250015 - 0006 D (REV. 7-2-1992)
THE FLOOD INSURANCE RATE'MAP DEFINES THIS AREA AS,
ZONES All (EL 11.0) & V13 (EL. 13.0).
BASE FLOOD ELEVATION = 11.0' (NGVD29)
FLOOD LINE SHOWN HEREON HAS BEEN SCANNED AND DIGITIZED
FROM FIRM MAP PANEL #20015-006 D (REV. 7-2-1992)
SOIL LOGS DATE :10/0611004
+
Stephen A. Wilson, P.E. David D. Flaherty, Jr., R.S.
TEST PIT 1
7.7 r. 6
LOCUS MAP
x 7.9
/ 79,C
Ea
- --
N.T.S.
8.0 LIMIT OF WORK
HOUSE
B Sandy Loom
LIMIT OF WWORK FOR HOUSE POOL CONSTRUCTIOD
7.5 YR 4/6
& POOL CONS
UCTIT
L
-
O�OFFSET
C Medium Sand
_
10 YR 7/2
coNCRE TE
@20M TOP OF REVETMENT
LOCUS AREA IS COMPRISED OF
m l
!
7.7 FA rIro
LAWN 7.ax
YARMOUTH ASSESSOR'S MAP 034 PARCEL 304
%, 7.9
-
7 a
E -
N� + Sroay
LOT 2 ®LAND COURT PLAN 9190E
CERTIFICATE OF TITLE # 174,022 (8-10-04)
r,
-A 79 78
Ext •!ti7
r , '`
<-71.0•
pI +DOD
h +6 ✓��
d =Y. r r,d, r. G
/ / uNG , ZOA r PORE
OWNER: JOHN F. REILLY, JR.
726 ANDOVER STREET
LOWELL, MA 01850
ZONING INFORMATION
ZONING DISTRICT. RS 40
OVERLAY DISTRICT: AP - AQUIFER PROTECTION
MINIMUM CURRENT ZONING REQUIREMENTS
MINIMUM AREA: 40,000 S.F.
MINIMUM FRONTAGE: 150'
FRONT YARD = 30' SIDE & REAR YARD = 20'
COMMUNITY PANEL NUMBER 250015 - 0006 D (REV. 7-2-1992)
THE FLOOD INSURANCE RATE'MAP DEFINES THIS AREA AS,
ZONES All (EL 11.0) & V13 (EL. 13.0).
BASE FLOOD ELEVATION = 11.0' (NGVD29)
FLOOD LINE SHOWN HEREON HAS BEEN SCANNED AND DIGITIZED
FROM FIRM MAP PANEL #20015-006 D (REV. 7-2-1992)
SOIL LOGS DATE :10/0611004
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. = 7.5f
G.S.E. = 6.8t
c9
Ea
O Ap Sandy Loam
O Ap Sandy Loam
8. 10 YR 3/1
8• 10 YR 6/1
B Sandy Loom
B Sandy Loam
7.5 YR 4/6
10 YR 5/8
20"
24"
C 1 Medium Sand
C Medium Sand
10 YR 5/8
10 YR 7/2
54"
108'
C2
2.9,
Med. - Coarse Sand
EDP
108' 10 YR 6/3
7.4 x
Ground Water
Ground Water
Observed O 72'
Observed O 72"
17
x
n CIP
•o �
100' OFFSET FROM TOP OF REVETMENT- `
c+ 1
LEACH PIT FOR
DRAWDOWN/BACKWASH
TBM: STAKE SEI
LOT 6 EL= 7.45' NGVI
L.C. PLAN 9190 G
N/F CHARLES WHITE MANAGEMENT, INC
C6 DH FND
(HELD)
5' OVERDIG REQUIRED.- 8 '
PLACE POLY LINER AT
EDGE OF OVERDIG.
LOT 2
L.C. PLAN 9190 E
PARCEL AREA TO OBSERVED HIGH WATER
46,905* SQ. FT.
1.08* ACRES
L _ _ N 07'5355 W
175.95'
DESIGN SCHEDULE ELEVATION
TOP OF FOUNDATION ELEVATION - HOUSE 12.5
TOP OF FOUNDATION ELEVATION - GARAGE 12.0 LOT 5
SEWER INVERT AT FOUNDATION 10.3 L.C. PLAN 9190 G
SEWER INVERT INTO SEPTIC TANK 10.0 N/F CHARLES WHITE MANAGEMENT; INC
SEWER INVERT OUT OF SEPTIC TANK 9.7
SEWER INVERT INTO DISTRIBUTION BOX 8.9
SEWER INVERT OUT OF DISTRIBUTION BOX 8.7
SEWER INVERT INTO LEACHING SYSTEM 8.3
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
UNDA
TOP OF FOUNQATION d COVER O GRADE
12.5 FINISHED GRADE - 11.9 RISERS &COVERS SHALL BE WATERTIGHT
FINISHED GRADE OVERTANK . 11.8
•:+ ' 3• MIN.
4' SCH 40 PVC
a L-32' S-0.020
MA 4• SCH 40 PVC (40 LF) O 1.0%
F00TING
TITLE Y
BAFFLE
- STONE6�0CRUSE�
2,(500 GALLON BAFFLED SEPTIC TANK (H2O LOADLNIM
TO BE INSTALLED ON A LEVEL STABLE BASE
SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY
7.7
Fxr
LAWN
I`-
'o ZTEST F
2 ��
7
7.6
x
9•
12.2 NEDOD-R-33JM
2,2
w
I FRAME EXISTING GARAGE
jAI TO BE RAZED
7.42'
SE 83.1697
CONSERVATION NOTES:
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.
BUILDING DEPARTMENT NOTES:
1. PROPOSED LOT COVERAGE (HOUSE): 5.800 S.F. = 13.2%
43,787 S.F. (UPLAND)
2. NO VEGETATED WETLANDS ON THIS PARCEL.
REGULATED AREAS CONSIST OF TIDAL FLATS, REVETMENT (COASTAL BANK),
AND LAND SUBJECT TO COASTAL STORM FLOWAGE.
k 1 \ PROPOSED 600 GAL DRY WELL
iq �2Q` y QROPOSED PARKI G 6 1 \ ® RIM EL = 6.7
7��Rs + \\ AREA , \ \i �-•/
PIT /2
-- --_-- Q, \ N/F HENRY C. GILL
1 ' 7.2 r -- \ -3-9'7.7
\ 00 \
7,4
7.19' 7.5
Z.
0 1, U
�flLD T ° B°OX D I .oP x 7.2 I y 1' 7.2 z
Cb M
f bio S
WOODED �Q� \ .16.9 1 c
RESERVE / -Y e ` 6.8 w
---
74
Iyj
N
O1 vi
z
a w
. 1
ci
K P 1
W O
a 00
z�
TYPICAL SYSTEM PROFILE
NOT TO SCALE
FIRST 2' (TO BE LEVEL)
F - then O 2.05
6' SUMP 4' SCH. 40 PVC DOUBLE WASHED STONE
<_ S (3/4to 1 1/21
DISTRIBUTION BOX
H-20
TO BE
x 7,3
7.01
Stake & Tac Set/Found
•
Mag Nail Set/Found
PROPOSED
Concrete Bound
7.1 /
c9
Ea
Electric Meter
WATER SERVICE
Catch Basin
j11
Water Gate
®
Gas Meter
®
Telephone Riser
l 7 r
09
1
i 6.6
X 100
I
-*a
�
2.9,
Concrete
EDP
Edge of Pavement
7.4 x
1
�
i * W
LCE 6.9
'
1 rn
VED
N 05.36'50• W
PROPOSED
!
N
I\ 134.20'
WE LRRIGA0
(
I a
f
\ �\\
A
I
� J
UP #-
` `�
Cy�Sb
7.1
17.2
lOD
6' BETWEEN INLETS
I
l
o FINISH GRADE
9' MIN. 36' MAX COVER
I
DULW TOPSOIL
COAMNPAaTFD BACK FILL
- W �F{ I
O
I J
2' MIN. LAYER DOUBLE WASHED
2'
12'
7o�y 1
g
ul I
g
1:
= STONE 1/8' to 1/4. OVER
DISTRIBUTION UNE
EFFECTIVE DEPTH 6'
DOUBLE -WASHED
STONE 3/4'
LOT 1
1
1
4.
1D 1 1/2'
LEGEND
EXISTING PROPOSED
A
Stake & Tac Set/Found
•
Mag Nail Set/Found
o
Concrete Bound
NO GARBAGE GRINDER
Gas Gate
Ea
Electric Meter
❑
Catch Basin
N
Water Gate
®
Gas Meter
®
Telephone Riser
BOTTOM 26' X 52' = 1,352 S.F.
Utility Pole
��--
Contours 20 i
X 100
Spot Grade
-*a
Test Pit
Conc.
Concrete
EDP
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 LINE INFORMATION 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 Street
Bass River
South Yarmouth, Massachusetts
L.�. PLAN 9190 E w PGV` SM 40 PREPARED FOR
N/F LAUREN P, & SALLY P. BENEDICT I
7.0 SEE PLAN MEW FOR FIELD LAYOUT
ct1
WOODED 006 MAL
CID NIS
FINISH GRADE �--26 Wetlands Permit Plan
9' (MR) COVER EXCLUDING 36* MAX
TDPSDIL
2- LAYER DOUBLE WASHEDI
PROPOSED SYSTEM WAS REVIEWED BY BOARD OF HEALTH STONE 1/8" to 1/2'.
U!1100 LAYER OF DOUBLE WASHED
AND APPROVED ON: OVER DISTRIBUTION LINES
,,``ij``q;,``x,\i,``p``q\\xi\`4`4i\\,i`ii``,i;/``d\,i\`,i``,i\`,i`\h``ii`\ii,`�G�'ii`.a✓�`�ii a
(4)-4- SON 40 SLOTTED PIC Registered Professional 414
LEACHM FELD GROSS -SECTION DISTRIBUTION LINES Engineers and Land Surveyors S PHEN
NIIS 812 Main
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Street,Osterville, Massachusetts 02655
Phone I. 1 I. rJ e
Is
I CERTIFY THAT TO THE BEST
OF • a•GE THE FOUNDATION 10 0 10 20 �1 SHOWN HEREON IS IN COMPLIANCE WITH THE 'J
ZONINGPLICABLE YARMOUTH
1 1 a . REQUIREMENTS, -
LOCATED IN RELATION TO THE MONUMENTS SHOWN. AND IS SCALE IN FEET
LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA.
THIS PLAN IS NOT • BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY
1 1' 10/13/04
52'
SED FINISHED GRADE OVER LEACHING FIELD - 10.0*
,2" LAYER 1/8' TO 1/2' STONE
5'
ADJUSTED GROUNDWATER EL 2.5' 1
GROUNDWATER OBSERVED O EL 1.5
LEACHMO EM (TYPICAU
NTS
L
9' MIN COVER
Leaching Area Requirements
REMARKS
r
1
9 BEDROOMS AT 110 GPD/BEDROOM = 990 GPD
ADJ. GW. TO EL. 2.5
NO GARBAGE GRINDER
E. - 7.5
PERC RATE = 2 /1 MIN. / INCH (CLASS 1 )
2.
LIAR = 0.74 GPD/S.F
ADD BUILDING NOTE
MIN. LEACHING AREA OF SAS.:
11/09/04
990 GPD/ 0.74 GPD/S.F = 1338 S.F. MIN.
PROPOSED SYSTEM:
BOTTOM 26' X 52' = 1,352 S.F.
OFEssioNAL LAND SURVEYOR DATE
REV.
DATE:
REMARKS
4.
01103104
ADJ. GW. TO EL. 2.5
3.
12120104
REVISE AREA CALC.
2.
11 29 04
ADD BUILDING NOTE
1.
11/09/04
BUF. ZONE & DRYWEL
0:\2004\2
2004-084