HomeMy WebLinkAboutEngineered Plan - Rev. 2017MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. NO RESERVE AREA IS PROVIDED. 310CMR 15.248
AT TIME OF EVENTUAL FAILURE -=REMOVE ANY CLOGGED
SOIL --BRING IN CLEAN SAND AND REUSE 5' REMOVAL.
0,42
2ND FLOOR
ROOF
ROOF OPEN
T0 BELOW
OPEN rallin OPEN
LOFT LOFT
HALL
ROOF
ENCL.
SM.
LVRM BDRM
NRM I pR
LIT. B TH M
1 ST FLOOR ENOL.
PORCH
EXIST. FLOOR PLANS
NOT TO SCALE
(SEE PROPOSED FLOOR PLANS FROM ERT ARCHITECTS)
ZONING DISTRICT: R25
FRONT YARD 27'*
SIDE YARD 15'
REAR YARD 20'
LOT COVERAGE 25%
*Reg. 203.5 -Note I: "No building need
be set back more than thirty percent
(30%) of the depth of the lot...
0.3 x 90'=27'
LEGEND
MILL CREEK
of River Bank
-0.34
TEST HOLE 1A
RICK JUDD, RS
7/25/02
Mash29-=Zone A-2.4' Adjustment
DEPTH (inches) ELEV.(feet)
0 13.8±
12"
42"
142"
154"
192'
0.06 / 2,01
.44 15't /
/
NX
/
_ _ _ -� i•87
f salt Md h --1�7- 4,59
0
3.2
06
50.Oft x 6 �s - �+5- �K-�� 9� ::. :::::!� X::::;:'.'>.:......:... 34
:: x:>
x 8.
�3 .... .:.:�:. ::•:::. �......�._.r..•. x,31
r •:. ir':....... ..........:............::::( ::is
p...... „
�.::::::.;::'%'::::::;'::1c;> of Coc�tai Bari: : - PROP. i T FENCE
9 9 2
l :':::::::::::::::: :::::::.:::::::::::::::':.:::..::::•:.........,...:.............. •.. .
�:::•::...:::::.
�, ::..... ::::.... w TOTAL AREA 14,900 5 h.. 1 i
�o... UIUPLAND AREA 13,210tS.F. 0,92 1.0
N ` i- 6
°- iOs�B, 9 oo oa> \ .
FSC �
PROPOSED AREA TO .94 �� 1 ��1 129
NATURAL VEGETATION rn �r ���' 1 .80 68 12,1 11.'4
FROM EXISTING FENCE �5' ,t, - '--�`tioNi,1 1 g N\
TO
TO 50' OFF RIVERBANK i �` �t / rr• •• N A i
=1110±S.F; r ooF` -.... 2.0rn ,59
[(SHOWN SHADED IN GREEN)
N /F
13.5 7 ..,.., Ri. \�
x X11,75
SCOLLES G�hF. ,o t �,o moo• \o i
I
fill
Bw layer
I
10yr 6/6
loamy med.
sand
C1 layer I5y 6/3
silty I �oam
firm`
I
C2 "Mayer 2.5y 6/4
mea sand
observed water _
I
10.3
2.0
1:0
-2.2
` 0
CUT GRADE BY 6" AT TEST HOLE DATE: September 26, 2013 7"
EXISTING FIRST FLOOR=14.65 STONE FIREPLACE PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO
PLUMB SEWER LINE SO CENTER
OF PIPE EXITS 31" BELOW
TOP OF FOUNDATION
BENCH MARK --TOP OF MAG. NAIL
FOUND IN ROAD=11.25 NAV088
(23'-3" OFF TELEPHONE POLE)
UJ
10.41
12 93 6rf� Qs%�. ��TH 1 ---- \\
N • V5 Z-TH 2 X14.10
12,36 11:01\ 9.14
!. o• i1, x✓
"'O•� G �' �,� � 14, 7 G� 3.6 9 4 I
13, /
4.45,�y
BENCH MARK -TOP OF SPIKE 3.30
SET DOWN 1"=13.35 NAVD88 C.B. �2.6 x 12,28
(19'-11 OFF HOUSE CORN. & 13-10 OFF BOUND) `FN D.
N(O ::;:. 3.9
......" LOCATION PER
moi. o• �•:.•'..,�.-`.';.x, 00. 4 SEWAGE PERMIT
N0. 14-146
CAUTION: DEPTH OF F yrc'. f"''.;.': C
REMOVAL COULD �� ... N /F
BE SEVERAL FEET /
DEEPER SEE TEST M 'o� x 12.77 VI N N I N G
HOLE 1A NEARBY. \N /
HA �
13.59
I
N /F
ROSE
MITIGATION AREA
NEW ADDITION (BEYOND PORCH) 528±S.F,
PORCH TO BE REMOVED 5±S.F
AREA SUBJECT TO MITIGATION= 523±S.F.
TWICE AREA= 1046±S.F.
TH 1
N OTES JOB NO. Y17-02
�TF
APPROX. WATER LINE FROM
r OReilly3.dwg
E
1.
LOCUS. IS A.M. 29, PARCELS 153 & 154. -
FB 29/16 SB 12/29
NOT TO 2�
2.
ELEVATIONS SHOWN ARE NAVD88 f0.1' BASED UPON RM 20.
SCALE
3.
LOCUS IS IN FLOOD ZONE Al2(EL. 10) & B ON FIRM DATED JULY 2, 1992.
PROPOSED CONTOUR
4,
ALL PIPES TO BE 4" SCH :40, AND PITCHED AT 1/4" PER FOOT. '(UNLESS NOTED)
UTILITY POLE (IF SHOWN)
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER..
EXISTING DRAINAGE CATCH
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
FENCE (IF SHOWN, NOT ALL.
7.
INLET TEE TO PROJECT DO�N 13", OUTLET TEE DOWN 14".
TREE (IF SHOWN, NOT ALL
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
Top Units=10.4
C�? Filter Cloth
_
FProposed
D -BOX EXIT PIPES TO BE ;LEVEL FOR FIRST TWO FEET.
S-1 /8"/ft
9.
DEPTH OF COMPONENTS NqT TO EXCEED 3, OR VENTING MUST BE PROVIDED.
deb Way
min.
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
,Q S1`er St radish
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP
o
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
LOCATION MAP
COARSE SAND. (DEPTH COULD BE MORE!)
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
[(624 SF) X .74 GPD/SF]
12.
IF AN OVERDIG IS CALLED !EOR BELOW, FILL. MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
TEST HOLE 1
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.DEPTH
(inches) ELEV.(feet)
14
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS
` 0
CUT GRADE BY 6" AT TEST HOLE DATE: September 26, 2013 7"
EXISTING FIRST FLOOR=14.65 STONE FIREPLACE PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO
PLUMB SEWER LINE SO CENTER
OF PIPE EXITS 31" BELOW
TOP OF FOUNDATION
BENCH MARK --TOP OF MAG. NAIL
FOUND IN ROAD=11.25 NAV088
(23'-3" OFF TELEPHONE POLE)
UJ
10.41
12 93 6rf� Qs%�. ��TH 1 ---- \\
N • V5 Z-TH 2 X14.10
12,36 11:01\ 9.14
!. o• i1, x✓
"'O•� G �' �,� � 14, 7 G� 3.6 9 4 I
13, /
4.45,�y
BENCH MARK -TOP OF SPIKE 3.30
SET DOWN 1"=13.35 NAVD88 C.B. �2.6 x 12,28
(19'-11 OFF HOUSE CORN. & 13-10 OFF BOUND) `FN D.
N(O ::;:. 3.9
......" LOCATION PER
moi. o• �•:.•'..,�.-`.';.x, 00. 4 SEWAGE PERMIT
N0. 14-146
CAUTION: DEPTH OF F yrc'. f"''.;.': C
REMOVAL COULD �� ... N /F
BE SEVERAL FEET /
DEEPER SEE TEST M 'o� x 12.77 VI N N I N G
HOLE 1A NEARBY. \N /
HA �
13.59
I
N /F
ROSE
MITIGATION AREA
NEW ADDITION (BEYOND PORCH) 528±S.F,
PORCH TO BE REMOVED 5±S.F
AREA SUBJECT TO MITIGATION= 523±S.F.
TWICE AREA= 1046±S.F.
TH 1
TEST HOLE LOCATION, NUMBER
ti/
APPROX. WATER LINE FROM
AS -BUILT
E
OVERHEAD ELECTRIC WIRES
(IF SHOWN)
x 9.5 x 13,4
EXISTING & PROPOSED ELEVATIONS ('X' 'MARKS POINT)
�6_`
EXISTING CONTOUR
Invert 10.30
S--
PROPOSED CONTOUR
I Bottom TEST HOLE 2
ELEVATION--LINES FROM OLD
UTILITY POLE (IF SHOWN)
I I N j 1'
®
EXISTING DRAINAGE CATCH
BASIN
x
FENCE (IF SHOWN, NOT ALL.
SHOWN)
0
TREE (IF SHOWN, NOT ALL
SHOWN)
REV, 6/15/2017 --AREA TO NATURAL VEGETATION
REV. 5/30/2017 --OWNER, ADDITION, NEW SEPTIC SYSTEM
FND. I
CADILLAC i
THIS PLAN IS YA VALID COPY ONLY IF IT BEARS
AN ORIVE MP N SIGNATURE.
,'s(N OE M�SS9c IN OF MASS�C
RONALD yam ��� RONALD y�N
o JAMES �, o JAMES
CADILLAC C " CADILLAC 'n
# 19160 0 #35779
GIs�ANI7AR PNa EV -k lgNO SURv�� Q
HEALTH AGENT APPROVAL
i
DATE
13.48
PERC RATE:
<2'-00"/inch (C2 layer)
T 137 ,
SOIL SURVEY(1993):
Carver coarse
sand 27"
Prop. Top Foundation
GEOLOGIC MAP(1986):
Harwich
outwash plain deposits
Invert 10.75 +
Invert 10.30
I 6" Stone Or compact Proposed
26 ARC 36HCCHAMBERS 45"
I Bottom TEST HOLE 2
ELEVATION--LINES FROM OLD
I
I I I I
I I N j 1'
Proposed --PLUMB
Use 'Gas Baffle
Invert 10.01
H2O
H10
REQUIRED CAPACITY:
440 GPD
USE 26 ARC 36HC CHAMBERS IN BED FORMATION
9" min. cover
S=1/4 S=1/4/ft H10
Proposed
Top Units=10.4
C�? Filter Cloth
_
FProposed
S=1/8"/ft
S-1 /8"/ft
3" Max.
inspection Port
Invert 10.55 1500 Gal.
48
min.
Proposed Septic Tank
-----------
X10 3 4"
A layer 10yr 3/2
loamy sand
B layer 10yr 6/8
loamy sand
C1 layer 2.5y 6/4
sand & sandy loam
C2 layer 2.5y 6/6
coarse sand
(20% gravel)
no water
14.1
11.9
10.4
27
A layer 1Oyr 3/2
loamy sand
B layer 10yr 6/8
'loamy sand
C1 layer 2.5y 6/4
sand & sandy loam
C2 layer 2.5y 6/6
coarse sand
(20% gravel)
no water
14.4
12.3
10.4
137 3.0
CONSTRUCTION NOTES:
1. HEAVY EQUIPMENT TO BE KEPT ON LAND SIDE OF E�CISTING HOUSE.
HAND DIG FOOTINGS FOR PROPOSED DECK. II
2. FULL BASEMENT IS PROPOSED UNDER NEW 2 STY ADDITION. Permit valid for REPAIR' OF SE.1"l- (' SYS IFN
3. CRAWL SPACE IS PROPOSED UNDER ENTRY/MUDROOM. EXISTING ONLY, due: to State and local septic variances.
BULKHEAD IS TO BE REMOVED. Board of llealth review and approval is required far"
4. STONE FIREPLACE IN PROPOSED LEACH AREA IS TO ;BE REMOVED. any, future additions/renovations/alterations to
5. EXISTING 1500 GALLON SEPTIC TANK IS IN WAY OF NEW FOUNDATION. sewage facilities and/or structures/dwelling.
IT MAY BE USED IN NEW SYSTEM IF IT CAN BE MOVED WITHOUT DAMAGE. Yarmouth Health 1k.partment
PUMP FIRST AND STORE TILL PLUMBER INSTALLS NEW SEWER DRAIN. A�'Y1ZOVE1)
6. CONSERVATION REQUIRES GUTTER DOWNSPOUTS RUNj TO DRY WELLS.
f _
I` ante Date
1 -
i
i
SITE PLAN
I FOR
JOSEPH G. & CAROLYN O'REILLY
5 & 9 WEBSTER ROAD, WEST YARMOUTH. MA
2017 BY R.J. CADILLAC
OCTOBER 2�1, 201.3 SCALE: 1"=20'
RONALD !J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR ®ISTERED SANITARIAN
� P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 1
I
4'
T 137 ,
RECOMMEND SEPTIC TANK NOT
I
Invert 9.97
9 07
BE SET UNTIL PLUMBER IS SURE
i Invert 10.18
Proposed
5 67'
SEWER CAN EXIT AT THIS
I 6" Stone Or compact Proposed
4•'
I Bottom TEST HOLE 2
ELEVATION--LINES FROM OLD
I
I I I I
I I N j 1'
I
J
HOUSE NEED TO BE TIED IN
10 1 9 --I
I r--
1
High Ground Water=3.4 DEPTH (inches) ELEV.(feet)
REQUIRED CAPACITY:
440 GPD
USE 26 ARC 36HC CHAMBERS IN BED FORMATION
*7/25/02 --Test Hole 1A
A layer 1Oyr 3/2
loamy sand
B layer 10yr 6/8
'loamy sand
C1 layer 2.5y 6/4
sand & sandy loam
C2 layer 2.5y 6/6
coarse sand
(20% gravel)
no water
14.4
12.3
10.4
137 3.0
CONSTRUCTION NOTES:
1. HEAVY EQUIPMENT TO BE KEPT ON LAND SIDE OF E�CISTING HOUSE.
HAND DIG FOOTINGS FOR PROPOSED DECK. II
2. FULL BASEMENT IS PROPOSED UNDER NEW 2 STY ADDITION. Permit valid for REPAIR' OF SE.1"l- (' SYS IFN
3. CRAWL SPACE IS PROPOSED UNDER ENTRY/MUDROOM. EXISTING ONLY, due: to State and local septic variances.
BULKHEAD IS TO BE REMOVED. Board of llealth review and approval is required far"
4. STONE FIREPLACE IN PROPOSED LEACH AREA IS TO ;BE REMOVED. any, future additions/renovations/alterations to
5. EXISTING 1500 GALLON SEPTIC TANK IS IN WAY OF NEW FOUNDATION. sewage facilities and/or structures/dwelling.
IT MAY BE USED IN NEW SYSTEM IF IT CAN BE MOVED WITHOUT DAMAGE. Yarmouth Health 1k.partment
PUMP FIRST AND STORE TILL PLUMBER INSTALLS NEW SEWER DRAIN. A�'Y1ZOVE1)
6. CONSERVATION REQUIRES GUTTER DOWNSPOUTS RUNj TO DRY WELLS.
f _
I` ante Date
1 -
i
i
SITE PLAN
I FOR
JOSEPH G. & CAROLYN O'REILLY
5 & 9 WEBSTER ROAD, WEST YARMOUTH. MA
2017 BY R.J. CADILLAC
OCTOBER 2�1, 201.3 SCALE: 1"=20'
RONALD !J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR ®ISTERED SANITARIAN
� P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 1
4'
0
I
DESIGN DATA
BEDROOMS:
41
GARBAGE GRINDER:
No
LEACH AREA
25"
REQUIRED CAPACITY:
440 GPD
USE 26 ARC 36HC CHAMBERS IN BED FORMATION
PROP./EXIST. SEPTIC TANK:
1500 GAL.
AS SHOWN (ODD SHAPED) 11'-6- WIDE BY 35 LONG.
EFFECTIVE TRENCH LEACHING AREA:
624 SF
48
4.80 SF/LF X 5'/UNIT=24.00 S.F/UNIT
5' REMOVAL
26 UNITS X 24.00 SF/UNIT=624 SF(EFFECTIVE)
L
,
DO ALL AROUND REMOVAL DOWN 4'± TO
DESIGN CAPACITY:
461 GPD
COARSE SAND. (DEPTH COULD BE MORE!)
[(624 SF) X .74 GPD/SF]
I
A layer 1Oyr 3/2
loamy sand
B layer 10yr 6/8
'loamy sand
C1 layer 2.5y 6/4
sand & sandy loam
C2 layer 2.5y 6/6
coarse sand
(20% gravel)
no water
14.4
12.3
10.4
137 3.0
CONSTRUCTION NOTES:
1. HEAVY EQUIPMENT TO BE KEPT ON LAND SIDE OF E�CISTING HOUSE.
HAND DIG FOOTINGS FOR PROPOSED DECK. II
2. FULL BASEMENT IS PROPOSED UNDER NEW 2 STY ADDITION. Permit valid for REPAIR' OF SE.1"l- (' SYS IFN
3. CRAWL SPACE IS PROPOSED UNDER ENTRY/MUDROOM. EXISTING ONLY, due: to State and local septic variances.
BULKHEAD IS TO BE REMOVED. Board of llealth review and approval is required far"
4. STONE FIREPLACE IN PROPOSED LEACH AREA IS TO ;BE REMOVED. any, future additions/renovations/alterations to
5. EXISTING 1500 GALLON SEPTIC TANK IS IN WAY OF NEW FOUNDATION. sewage facilities and/or structures/dwelling.
IT MAY BE USED IN NEW SYSTEM IF IT CAN BE MOVED WITHOUT DAMAGE. Yarmouth Health 1k.partment
PUMP FIRST AND STORE TILL PLUMBER INSTALLS NEW SEWER DRAIN. A�'Y1ZOVE1)
6. CONSERVATION REQUIRES GUTTER DOWNSPOUTS RUNj TO DRY WELLS.
f _
I` ante Date
1 -
i
i
SITE PLAN
I FOR
JOSEPH G. & CAROLYN O'REILLY
5 & 9 WEBSTER ROAD, WEST YARMOUTH. MA
2017 BY R.J. CADILLAC
OCTOBER 2�1, 201.3 SCALE: 1"=20'
RONALD !J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR ®ISTERED SANITARIAN
� P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 1