HomeMy WebLinkAboutEngineered Plan - 2006ALWAYS DIG.. SAFE PRIOR, TO CONSTRUCTION --UTILITY LOCATIONS SHOWN . INCOMPLETE:
NOTES JOB NO. Y06-19
'
BENCH MARK SULLIVAN.dwg.
-TOP OF 'MAG.. NAIL IN PAVEMENT= 20.00 ASSIGNED 1 LOCUS IS A M 60 PARCEL 117
rn
r� -
C�
D_
N 0 20.4 / X0,11 x
0.00
x 20,2:
/
x 20.5
/
9.95
19 9.91 c ,i
19.85 x 20.6
W \ x 2 .3
.x, 19.66 2
/x-19.77 x 19.9
9, I\19,88
9 0
-- 19.98 20.0
/ L,
/ p x 19.5
x /9.71 `Ir�O \ \� ,�I' ::: PROPOSED COVERS Existing fle.0 20.0 3 DRY WELLS 19.B -19.9 Use Gas Baffle 0 20.0 N� y r� Invert 15.02 H-2048"
:::: A\
X cv / x 19.2 ::::.::::=:. ::,: \vO 8 - sed - 7
[E /A7 S� 1 6i� x ---- --�---- -- 1 Peastone
O.p 19 P i � � Propa
Owner reports water service x 19, 19 4 t 5 4
.. t � t
op one
G, =Top
in this re ---- � •::-
19. 20.0 x �9.6a �- i TH 1 Existing S41 /8 /ft / „/
7. �C) + 9,6 t - t S=1 8 ft
x 19.6G -`' \. 1 7 19
LOT 26 A ,��� :: 19
:. \ 9 9 x J �•4
r \9.67 1 0,490±S.F. 9.7 19.7
19,9 918 9.8
\\ x 20.0
x 19.4 9.3\
\ 19.
[�ENOP MARK--S.E. CORNER OF
19,38 �19.919 7 STO= 19.97 ASSIGNED
�3
' x 19.9 -
'' 1
N/F
\ fARRELL
\� •1� X0.0
19.3 19.5
x 19.
\ 19.30 MAXIMUM FEASIBLE COMPLIANCE APPROVALS -REQUESTED:
FAMRM
KITCH
FBA;
BRDM n BRDM
GARAGE
FLOOR PLAN FIRST FLOOR
.1. . VARY LEACH AREA TO PROPERTY LINE BY UP TO. 6'--7" (4'-5" PROVIDED).
. 310 CMR 15.211(l).
-2. VARY SEPARATION TO NIGH GROUNDWATER BY 1' (4' PROVIDED).
310 CMR 15.212.
3. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248.
4. VARY TOTAL. COVER TO BE 4 1/2'. 310 CMR 15.221(7)
FLOOR PLAN.SECOND FLOOR
LEGEND
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
2.
ELEVATIONS SHOWN ARE ASSIGNED.
w N/F
x 9.5 x 6,7
EXISTING .& PROPOSED ELEVATIONS ('X' MARKS POINT)
.3.
LOCUS IS IN FLOOD .ZONE C ON FIRM DATED JUNE 17, 1986.
GOLLIFF
TESTHOLEDATE:
PERFORMED
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4- PER FOOT. (UNLESS NOTED)
1
EXISTING DRAINAGE CATCH BASIN
5.
MUNICIPAL WATER , IS AVAILABLE, LOTS WITHIN 100' ARE ON TOWN WATER.
0
LOCATION OLD SYSTEM
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
Amy Von 'Hone, RS, CHO
PER ASBUILT CARD
7.
INLET TEE TO PROJECT DOWN 13", .OUTLET TEE DOWN 14".
PERC RATE:
ARE PROPOSED
<2'-00"/inch (C layer)
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
NOT
SOIL SURVEY(1993):
Carver coarse sand
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
SCAT
.�1 :
9.
DEPTH OF COMPONENTS NOT TO -EXCEED 3', OR VENTING MUST BE PROVIDED.
34"
SIDE LEACHING AREA:
195.3 SF
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
i
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
-IF
r7l
-REMME EXISTING
11.
UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL- -LOG-ARE FOUND,
GALLEYS, STONE,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
AND -CLOGGED
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
4'-5" SOIL -REPLACE
20.7 WITH CLEAN -SAND
13.
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
TI
WITHIN 5' OF NEW
27 STONE
LEACH AREA,_ AND. DISPOSE..OF AS. DIRECTED. B..Y. HEALTH AGENT..
DEPTH
x /9.71 `Ir�O \ \� ,�I' ::: PROPOSED COVERS Existing fle.0 20.0 3 DRY WELLS 19.B -19.9 Use Gas Baffle 0 20.0 N� y r� Invert 15.02 H-2048"
:::: A\
X cv / x 19.2 ::::.::::=:. ::,: \vO 8 - sed - 7
[E /A7 S� 1 6i� x ---- --�---- -- 1 Peastone
O.p 19 P i � � Propa
Owner reports water service x 19, 19 4 t 5 4
.. t � t
op one
G, =Top
in this re ---- � •::-
19. 20.0 x �9.6a �- i TH 1 Existing S41 /8 /ft / „/
7. �C) + 9,6 t - t S=1 8 ft
x 19.6G -`' \. 1 7 19
LOT 26 A ,��� :: 19
:. \ 9 9 x J �•4
r \9.67 1 0,490±S.F. 9.7 19.7
19,9 918 9.8
\\ x 20.0
x 19.4 9.3\
\ 19.
[�ENOP MARK--S.E. CORNER OF
19,38 �19.919 7 STO= 19.97 ASSIGNED
�3
' x 19.9 -
'' 1
N/F
\ fARRELL
\� •1� X0.0
19.3 19.5
x 19.
\ 19.30 MAXIMUM FEASIBLE COMPLIANCE APPROVALS -REQUESTED:
FAMRM
KITCH
FBA;
BRDM n BRDM
GARAGE
FLOOR PLAN FIRST FLOOR
.1. . VARY LEACH AREA TO PROPERTY LINE BY UP TO. 6'--7" (4'-5" PROVIDED).
. 310 CMR 15.211(l).
-2. VARY SEPARATION TO NIGH GROUNDWATER BY 1' (4' PROVIDED).
310 CMR 15.212.
3. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248.
4. VARY TOTAL. COVER TO BE 4 1/2'. 310 CMR 15.221(7)
FLOOR PLAN.SECOND FLOOR
LEGEND
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
0
�\
w N/F
x 9.5 x 6,7
EXISTING .& PROPOSED ELEVATIONS ('X' MARKS POINT)
�,,-6
EXISTING CONTOUR
GOLLIFF
TESTHOLEDATE:
PERFORMED
September 13,. 2006
Ron Cadillac, Soil Evaluator
10"
1
EXISTING DRAINAGE CATCH BASIN
_BY.
.
0
TREE (IF SHOWN, NOT ALL -SHOWN)
��
NO GRADE CHANGES WITNESSED BY:
Amy Von 'Hone, RS, CHO
19"
0\\
= !
PERC RATE:
ARE PROPOSED
<2'-00"/inch (C layer)
440 GPD
p
SOIL SURVEY(1993):
Carver coarse sand
.BOTTOM LEACHING AREA:
11 \ \-
.�1 :
GEOLOGIC - MAP(1986):
Harwich-outwash plain deposits
34"
SIDE LEACHING AREA:
195.3 SF
Invert 15.431
[2(10:83'+ 38') X 2' DEEP)]
x /9.71 `Ir�O \ \� ,�I' ::: PROPOSED COVERS Existing fle.0 20.0 3 DRY WELLS 19.B -19.9 Use Gas Baffle 0 20.0 N� y r� Invert 15.02 H-2048"
:::: A\
X cv / x 19.2 ::::.::::=:. ::,: \vO 8 - sed - 7
[E /A7 S� 1 6i� x ---- --�---- -- 1 Peastone
O.p 19 P i � � Propa
Owner reports water service x 19, 19 4 t 5 4
.. t � t
op one
G, =Top
in this re ---- � •::-
19. 20.0 x �9.6a �- i TH 1 Existing S41 /8 /ft / „/
7. �C) + 9,6 t - t S=1 8 ft
x 19.6G -`' \. 1 7 19
LOT 26 A ,��� :: 19
:. \ 9 9 x J �•4
r \9.67 1 0,490±S.F. 9.7 19.7
19,9 918 9.8
\\ x 20.0
x 19.4 9.3\
\ 19.
[�ENOP MARK--S.E. CORNER OF
19,38 �19.919 7 STO= 19.97 ASSIGNED
�3
' x 19.9 -
'' 1
N/F
\ fARRELL
\� •1� X0.0
19.3 19.5
x 19.
\ 19.30 MAXIMUM FEASIBLE COMPLIANCE APPROVALS -REQUESTED:
FAMRM
KITCH
FBA;
BRDM n BRDM
GARAGE
FLOOR PLAN FIRST FLOOR
.1. . VARY LEACH AREA TO PROPERTY LINE BY UP TO. 6'--7" (4'-5" PROVIDED).
. 310 CMR 15.211(l).
-2. VARY SEPARATION TO NIGH GROUNDWATER BY 1' (4' PROVIDED).
310 CMR 15.212.
3. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248.
4. VARY TOTAL. COVER TO BE 4 1/2'. 310 CMR 15.221(7)
FLOOR PLAN.SECOND FLOOR
Invert 15.68 1500 Gal.
Existing i Septic Tank ____
N/F L ----------J 24"130"
ROGERS
ROAD
0
a
r
o =
z c�
a POWHATAN RD a
z
Rif= 2
TION MAP
HOLE 1
es) ELEV.(feet)
19.7
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 9.5 x 6,7
EXISTING .& PROPOSED ELEVATIONS ('X' MARKS POINT)
�,,-6
EXISTING CONTOUR
8-
PROPOSED CONTOUR
�J
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x
FENCE (IF SHOWN, NOT ALL SHOWN) -
0
TREE (IF SHOWN, NOT ALL -SHOWN)
Invert 15.68 1500 Gal.
Existing i Septic Tank ____
N/F L ----------J 24"130"
ROGERS
ROAD
0
a
r
o =
z c�
a POWHATAN RD a
z
Rif= 2
TION MAP
HOLE 1
es) ELEV.(feet)
19.7
remit valid for REPAIR OF SEP'T'IC SYSTEM
ONLY, due to State and Local septic variances.
Board of Health review and approval is requ-red
for any future additions/renovations/alterations to
Sewage facilities and/or structures/dwelling.
Yarmouth Health Department
APPIZ®VED c,,w1,. .
THIS PLAN IS A VALID COPY,IONLY 1F 1T BEARS
AN. ORIGINAL, RED...STAMP AND. SIGNATURE...
HEALTH AGENT APPROVAL
1LI-S-1O
Date
S
nIR@19OMC ID,
OCT 1 0 20061
S1 TE PLAN 1 --HEALTH DEPTH
FOR-
,J€ROME J. & MAUREEN M. SUL--IVAN
LOT 26A9 74 POND. STREET, S. YARMOUTH, MA.
OCTOBER 10, 206 SCALE: 1"=20'I
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANIT
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE(508) 775-9700
02006 BY R.J. CADILLAC
AN
PAGE 1 OF 1
16.9
8.87
fill
A
layer 10yr 4/3
6" Stone or compact
loamy sand
B
oyer- 1Oyr. 5/8-
oamy sand
C
layer 1Oyr 6/6
m
d. coarse sand
no water
remit valid for REPAIR OF SEP'T'IC SYSTEM
ONLY, due to State and Local septic variances.
Board of Health review and approval is requ-red
for any future additions/renovations/alterations to
Sewage facilities and/or structures/dwelling.
Yarmouth Health Department
APPIZ®VED c,,w1,. .
THIS PLAN IS A VALID COPY,IONLY 1F 1T BEARS
AN. ORIGINAL, RED...STAMP AND. SIGNATURE...
HEALTH AGENT APPROVAL
1LI-S-1O
Date
S
nIR@19OMC ID,
OCT 1 0 20061
S1 TE PLAN 1 --HEALTH DEPTH
FOR-
,J€ROME J. & MAUREEN M. SUL--IVAN
LOT 26A9 74 POND. STREET, S. YARMOUTH, MA.
OCTOBER 10, 206 SCALE: 1"=20'I
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANIT
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE(508) 775-9700
02006 BY R.J. CADILLAC
AN
PAGE 1 OF 1
16.9
8.87
Invert 15.19
Invert 14.89,
12.89,-_
6" Stone or compact
Proposed
Pd '
ropose
4 Bottom
t i t N t 13'
13' Bottom TH1=8.87**
DESIGN DATA
CD **ASBUILT FOR 'SEWAGE PERMIT: NO.87-1
LISTS WATER TABLE AT 12+ FEET.
BEDROOMS:
4
--'GARBAGE=-GRINDER: _ - .--,_No.-_--L
=-----
-- - _
- -- =- �' -EACH AREA-
REQUIRED CAPACITY-
440 GPD
EXISTING SEPTIC TANK:
1500 GAL.
USE 3 H�20 DRY .WELLS- SET 4' APART .WITH
.BOTTOM LEACHING AREA:
411.5 SF
3' OF STONE ON THE SIDES AND 2 1/4'
[(38' X 10.83')]
ON THE ENDS FOR A 38' X 10'-10" X 2'
SIDE LEACHING AREA:
195.3 SF
DEEP LEACH AREA.
[2(10:83'+ 38') X 2' DEEP)]
DESIGN. CAPACITY-..
449 GPD_
REMOVE. OLD LEACHING
[(411.5 SF + 195.3 SF) X .74 GPD/SF]
REMOVE OLD -LEACHING, STONE AND CLOGGE{
SOIL WITHIN 5' OF NEW LEACHING. REPLACE
WITH CLEAN SAND.
remit valid for REPAIR OF SEP'T'IC SYSTEM
ONLY, due to State and Local septic variances.
Board of Health review and approval is requ-red
for any future additions/renovations/alterations to
Sewage facilities and/or structures/dwelling.
Yarmouth Health Department
APPIZ®VED c,,w1,. .
THIS PLAN IS A VALID COPY,IONLY 1F 1T BEARS
AN. ORIGINAL, RED...STAMP AND. SIGNATURE...
HEALTH AGENT APPROVAL
1LI-S-1O
Date
S
nIR@19OMC ID,
OCT 1 0 20061
S1 TE PLAN 1 --HEALTH DEPTH
FOR-
,J€ROME J. & MAUREEN M. SUL--IVAN
LOT 26A9 74 POND. STREET, S. YARMOUTH, MA.
OCTOBER 10, 206 SCALE: 1"=20'I
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANIT
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE(508) 775-9700
02006 BY R.J. CADILLAC
AN
PAGE 1 OF 1
16.9
8.87