HomeMy WebLinkAbout12 Pilgrim Road Site Plan 5ALTER REMOVAL AT DECK
SUPPORT, IF NEEDED.
CAUTION: THIS IS A SITE PLAN
SURVEY, AND NOT A PROPERTY
LINE SURVEY BY THIS OFFICE.
LOT LINES SHOWN ARE APPROX-
IMATE, AND REFLECT ACTUAL
MONUMENTS FOUND AND
OCCUPATION LINES.
,,.._-_ ----- ___
QAX9 "G�l1M FEAr�tl� LI NOt Apw1116VALb
VARY LEACH AREA TO PROPERTY LINE BY E.3" ('4.71 `PR'
N/F VARY LEACHING TO BASEMENT Ely 13.6' (6.4' PROVIDED
KACZMAREK VARY TANK TO BE 8,' FROM HOUSE AND 8.2' FROM LO
ALL ABOVE ARE 310 CMR 15.211 (1)•
r 2. VARY SEPARATION TO HIGH GROUNDWATER BY i' (4' PF
310 CMR 15.212.
/ 3. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.2,
90 4. VARY REMOVAL TO BE 3' WIDE ON NORTH AND ;EAST SI
WIDE ON WEST AND SOUTH SIDES, EXCEPT ALTER AT- DE
IF NEEDED, SO AS NOT TO UNDERMINE. 310 CMR 15.25
5. VARY LEACHING TO BORDERING WETLANDS BY 43' (57'-1
r� r,. VARY COVER OVER TANK TO BE 6". 310 CMR 15.228
N/F
GINGRA
NOTE: THIS PROPOSED SEPTIC SYSTEM TO
BE INSTALLED AT SAME TIME AS THE SEPTIC
SYSTEM FOR HOUSE NO. 14 PILGRIM ROAD,
BOTH SYSTEMS SHARE A WALL AND GRADING.
OCT 2 2002 I U
vii r r,LV, \,
LQQM
•jo- 1H 1
TEST HOLE LOCATION, NUMBER
-W-
WATER LINE MARKINGS
-G-
GAC LINE MARKINGS OF SHOWN)
-E-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
. 9.5 x 8.7
EXISTING Fx PROPOSED ELEVATIONS ('X' MARKS POINT)
pie,
NOTES
EXISTING CONTOUR
._.-_g--
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
®
EXISTING SEPTIC COVER
ED
EXISTING DRAINAGE CATCH BASIN
---
'rCNCZ Ur HO'hN, W3T ALL SHOWN)
(98' PERIMETER X (S' DEEP))
TREE (IF SHOWN, NOT ALL SHOWN)
OCT 2 2002 I U
vii r r,LV, \,
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICA FIONS OF 310 CMR 15.256(3).
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. OEPTH (inches)
14, ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
N/F TEST HOLE DATE: Nov. 18, 199:1
PERFORMED BY: Ron Caihlloa, Soil EvaRiator "
RAND 12.47± WITNESSED BY: Keldo Welsh, Inspector 36"
TOP FOUND FERC RATE: <2'-00"/inch (C layer)
Invert 7,75
LEACH AREA
SOIL SURVEY(1993): Carver coarse stud
6" Stone or ornpact
REQUESTED:ppn
( F WALL DETAIL
JOB NO. YU9-50
GEOLOGIC MAP(1986): Horwich
outwosh plain deposits
46"
-,�-TOP
SEE 5
�A B. YO
pie,
NOTES
Rte 28
Invert 8.13
[2(19' x 11')]
a
N 1�
BVCHANAN.DWG
0.2' Adiustrnent Provided
JNG, PE
OVIDED). -
1,
LOCUS IS A.M. 29, PARCEL 1'19.
Lotus i5; within 300'
of Salt Marsh
(98' PERIMETER X (S' DEEP))
W BARRIER.
2.
ELEVATIONS SHOWN ARE NGVD29.
0
..
4 CONTACTOR 100'S
T LINE.
3.
LOCUS IS IN FLOOD ZONE Al2 (EL.12) ON FIRM DATED JULY 2, 1992.
°
,,
Use G
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
& SOUTH SIDES, ALL DOWN 46"±
'OVIDED).
S.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
7
THE EDGE OF THE REMOVAL
S=1 /8"/ft /
6.
COMPONENTS TO BE AASHTO H-10, LINLESS NOTED.
Sapamore Rd. o
FOUNDATION OF HOUSE N0,
48.
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
DES AND 4'
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
_CK SUPPORT,
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
Pilgrim Rd.
NOT TO
5 (9).
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MIDST BE PROVIDED.
SCALE
PROVIDED) LOCAL REG,
BUILD IIP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
1),
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
ION
MAP10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN, 1/8 TO 1/2" PEA STONE ON TOP.
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE -SOIL LOG ARE FOUND,
'LOCK
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12.
IF AN OVERDID IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
TEST HOLE
1
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICA FIONS OF 310 CMR 15.256(3).
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. OEPTH (inches)
14, ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
N/F TEST HOLE DATE: Nov. 18, 199:1
PERFORMED BY: Ron Caihlloa, Soil EvaRiator "
RAND 12.47± WITNESSED BY: Keldo Welsh, Inspector 36"
TOP FOUND FERC RATE: <2'-00"/inch (C layer)
9.
�9
•S
RE I'LUMB TO EXIT WITH
o CE'i I ITER OF PIPE S-8"
BEI , .OW TOP FOUNDATION.
S
f"I-TOP 6, CENTER OF
9.30 NGVD29
INSPECTION SO IEDULE
1. CALL R.J. CADILLAC' I 0 STAKE WALL
LOCATION.
2. CALL B. YOUNG, PE, TO INSPECT WALL
AND FOOTING. PRIOR ND DURING POUR,
3. CALL R.J. CADILLAC 0 DO FINAL
INSPECTION, IF REQUI : ED BY HEALTH
AGENT.
Inver! 8.38 '1500 Gal. 5=1/8"/ft min.
Proposed - - - - - 6„ 102"
I T
I
Fill
B layer 10yr 5/6
sandy loorn
C1 layer 10yr 5/3
fine sandy loam
C2 layer 103m, 5/6
observed woler
rnedlum sand
Invert 8.10
I
Invert 7,75
LEACH AREA
SOIL SURVEY(1993): Carver coarse stud
6" Stone or ornpact
Prepared
( F WALL DETAIL
I
GEOLOGIC MAP(1986): Horwich
outwosh plain deposits
46"
-,�-TOP
SEE 5
�A B. YO
HEET 2 BY
Invert 8.58
Invert 8.13
[2(19' x 11')]
a
N 1�
ON SIDE AND 30' ON END FOR TWO
0.2' Adiustrnent Provided
JNG, PE
REPLUMB-Prop.
N
58"
Lotus i5; within 300'
of Salt Marsh
(98' PERIMETER X (S' DEEP))
OBSERVED WATER=3.05 NGVD29
Use Gas Baffle Invert 7.93
4 CONTACTOR 100'S
[(418 SF + 49 SF) X .74 GPD/SF]
OS
DO 3' REMOVAL ON NORTH & EAST
p'
,,
Use G
/Pr`opase�d
Cave r
8.25
& SOUTH SIDES, ALL DOWN 46"±
iS=1/4"/ft
Tb
TO MEDIUM SAND. ALTER REMOVAL,
THE PROPOSED BARRIER RUNS ALONG
IF NEEDED, AT DECK SUPPORT.
THE EDGE OF THE REMOVAL
S=1 /8"/ft /
TOP PEA STONE
SEPTIC TANK TO A POINT 20' OFF THE
9.
�9
•S
RE I'LUMB TO EXIT WITH
o CE'i I ITER OF PIPE S-8"
BEI , .OW TOP FOUNDATION.
S
f"I-TOP 6, CENTER OF
9.30 NGVD29
INSPECTION SO IEDULE
1. CALL R.J. CADILLAC' I 0 STAKE WALL
LOCATION.
2. CALL B. YOUNG, PE, TO INSPECT WALL
AND FOOTING. PRIOR ND DURING POUR,
3. CALL R.J. CADILLAC 0 DO FINAL
INSPECTION, IF REQUI : ED BY HEALTH
AGENT.
Inver! 8.38 '1500 Gal. 5=1/8"/ft min.
Proposed - - - - - 6„ 102"
I T
I
Fill
B layer 10yr 5/6
sandy loorn
C1 layer 10yr 5/3
fine sandy loam
C2 layer 103m, 5/6
observed woler
rnedlum sand
Invert 8.10
I
Invert 7,75
LEACH AREA
7•``'
4.0'
6" Stone or ornpact
Prepared
Prepared
I
Botton,
1 -10, I
r- _�
1 3'
l._-__ ,
! I toI l-'
I- I
1
I
High Groundwater -3.225 NGVD229
EACH LEACH AREA HAS 4' STONE
[2(19' x 11')]
a
N 1�
ON SIDE AND 30' ON END FOR TWO
0.2' Adiustrnent Provided
DESIGN DATA
11'_ X 19' X 6" DEEP LEACH AREAS.
N
49 SF
Lotus i5; within 300'
of Salt Marsh
(98' PERIMETER X (S' DEEP))
OBSERVED WATER=3.05 NGVD29
BEDROOMS:
3
LEACH AREA
GARBAGE GRINDER:
No
RED STf
REQUIRED CAPACITY:
330p� GPD
USE 4 CULTEC CONTACTOR SET
SEPTIC -.AiJK:
:iOG :,AL.
1'' ^ LFACH AREAS, A^, SHOWN
BOTTOM LEACHING AREA:
418 SF
EACH LEACH AREA HAS 4' STONE
[2(19' x 11')]
ON SIDE AND 30' ON END FOR TWO
11'_ X 19' X 6" DEEP LEACH AREAS.
SIDE LEACHING AREA:
49 SF
(98' PERIMETER X (S' DEEP))
DESIGN CAPACITY:
345 GPD
REMOVAL
[(418 SF + 49 SF) X .74 GPD/SF]
DO 3' REMOVAL ON NORTH & EAST
SIDES, AND DO 4' REMOVAL ON WEST
40 MIL BARRIER
& SOUTH SIDES, ALL DOWN 46"±
TO MEDIUM SAND. ALTER REMOVAL,
THE PROPOSED BARRIER RUNS ALONG
IF NEEDED, AT DECK SUPPORT.
THE EDGE OF THE REMOVAL
FROM THE
SEPTIC TANK TO A POINT 20' OFF THE
FOUNDATION OF HOUSE N0,
14.
THIS PLAN IS
A VALIi
COPY ONLY IF IT
BEAR=;
AN ORIGINAL
RED STf
^P AND, SIGNATURE.
# 1060
# 35779
HEALTH AGENT AP rOVA4-
..�-
I,
QATE
ELEV.(feet)
7.9
SITE PLAN
FOR
MARGARET F. BUCHANA' N
LOT 49, 12 PILGRIM ROAD, WEST YARMOUTH, SIA
MAY 24, 2000 SCALE: 1"=20"
4.05
3.05
-0.6
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
2000 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 2
I
,A
X