HomeMy WebLinkAbout12 Pilgrim Road Site Plan 2/6
r.
S o
/TOP COAS
BANK '
N /F
MARINO
B 5 - p Yp r 14. ALL CONSTRVCTI'..)N TO MEET TITLE 5 AND LOCAL RErGULATIONS. 0
Do
10. apA TEST HOLE DATE: Nov. 18, 199'9 28"
N/F PERFORMED BY: Ron Cadilloc, Soil Evaluator
. I'.•r� CIS
::: -}: :::: 5' a o/\9
RAND WITNESSED BY: Keldo Welsh, Inspector 3G"
12.47d
R FERC RATE: <�-00"/inch (C layer)
�� "`'; a� :• 9 ao TOP FOUND. SOIL SURVEY(1993): Carver coarse ,and
?G �L \ �� °� ! GEOLOGIC MAP(19Y,6): Harwich outwaslT plain :faposits 46"
5� z°�� 9-.';:;;:' o �TCP i'F WA_L DETAIL
\' O• Cc p .-:..' ` '> p Invert 8.58 'c -
F4
HE
< BY
A tC .:` •y'i: ca 7 p , Invert 8.13 a
b �a0 •:..:!' / o ?a )NG, PE REPLUMB-F roposed 58"
�.ca •0 4 Use Gas Baffle S
J / 8 4,, Invert 7.93 4 CONTACTOR 100'0
_\0 L •1.••:.••,8.3;/` tea.'` { Proposed _
4F :;:;.:r N/F q. r S=1/4"/ft Use 6" cover 8.25
RO5ETTI ' S=1 $" ft TO
? :{i<r q SD q TOP PEAS NE
se 04 4: /8"/ft min.
'c9 /\ o _ . Invert 3.38 . 5 .a-1
S 1 .00 Gal.
ALTER REMOVAL AT DECK
SUP'P'ORT, IF NEEDED.
BENCH MARK --TOP PK NAIL SET
IN PAVEMENT = '18.43 ASSIGNED
(6. OFF CENTER OF CATCH BASIN)
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.
C
\ e
.`i DEEP TMPERVIOU'S
BARRIER --73 L.F. OF
40 MIL AFCO 'VINYL"
FLASHING, OR EQUAL.
TOP FLASHING=TOP
PEASTONE=8.25GRADE
ABOVE BARRIER -8.7 MIN
NO SLOPES STEEPER
THAN 3:1 OUTSIDE
THE BARRIER. GRADE
ABOVE LEACH=9.3 MIN.
NOTE: THIS PROPOSED SEPTIC: SYSTEM TO
BE INSTALLED AT SAME TIME AS THE SEP
SYSTEM FOR HOUSE NO. 14ILCRI.M,�_kOAD
BOTH SYSTEMS SHARE SND GRA�7
Invert 7.75\ 7.2`
4.0Bottom
�} TH 1
TEST HOLE LOCATION, NUMBER
_ JOB NO. Y�9_50
WATER LINE MARKINGS
-G-
�,pAklA�ll� F A IBL
Go lf" �Af��i Af'NhbVAL
REQUESTED:
9.5 x 8,7
BUCHANAN.UWG
Rte 28
EXISTING CONTOUR
LEACH AREA
TO PROPERTY LINE BY ` 3" (4.7' F
VAD=D).
1.
LOCUS IS A.M. 29, PARCEL 119.
EXISTING SEPTIC COVER
83
S 1. VARY
r
BASEMENT BY 13.6' (6-A' PRC'v!DE
W/BARRIER.)
2,
ELEVATIONS SHOWN ARE NGVD29,
DE LEACHING AREA: 40 ,;F
N/F VARY LEACHING TC?
BE
Y,' FROM HOUSE AND &2' FROM L
TUN -
3.
LOCUS IS IN FLOOD ZONE Al2 (EL.12) ON FIRM DATED JULY 2, 1992
C
VARY TANK TO
KACZMAREK 15,211 (1).
40 MIL BARRIER
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
Y
THE PROPOSED BARRIER RUNS ALONG
ALL ABOVE ARE 310
VARY SEPARATION
CMR
TO HIGH GROUNDWATER Ey V (It' F I'CVIOrD)-
S.
AVAILABLE.
l S WITHIESS N 100' ARE ON TOWN WATER.
sada ore r d.
2.
COMPONENTS SATORBI AA -10,
�
o
310 CMR 15.212.
AREA
001 BE PROVIDED. 310 Cu? 15. '
4g•
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN
3. NO RESERVE
--ILD
3' WIDE ON NORTH A� EAST 'ICES
A -'D {'
8.
AL
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
Pilgrlm Rd.
NOT TO
9 4. VARY REMOVAL TO
BE
SIDES, EXCEPT A�+=? AT I
rK SVPPORT.
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
SCALE
WIDE ON WEST AND
SOUTH
Sy(o)
9-
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
IF NEEDED, SO AS
NOT TO UNDERMINE""" CU= iS c
Fgp' v=^) L^CAL
REG.
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
5. VARY LEACHING TO
BORDERING WETLANCS FY t� (5T
1
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
LOCATION
MAP
ks,6. VARY VER OVER
TANK TO BE 6 . "�
10.
STvNE TO BE DUIJBLE WA.`_•HED 3/4 TO 1 1/2" WITH 2" MIN. 1/2, TO 1/2" PEA STONE ON TOP.
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
B� S
N/F
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
LEACHING
12-
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5 AROUND AND UNDER
TEST HOLE
1
6
A
GINGRAS I-
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
13,
PIJLIP AND FILL ANY EXISTING CESSPOOLS. REMOVE .'tNY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH
(inches)
EEV.(feet)
B 5 - p Yp r 14. ALL CONSTRVCTI'..)N TO MEET TITLE 5 AND LOCAL RErGULATIONS. 0
Do
10. apA TEST HOLE DATE: Nov. 18, 199'9 28"
N/F PERFORMED BY: Ron Cadilloc, Soil Evaluator
. I'.•r� CIS
::: -}: :::: 5' a o/\9
RAND WITNESSED BY: Keldo Welsh, Inspector 3G"
12.47d
R FERC RATE: <�-00"/inch (C layer)
�� "`'; a� :• 9 ao TOP FOUND. SOIL SURVEY(1993): Carver coarse ,and
?G �L \ �� °� ! GEOLOGIC MAP(19Y,6): Harwich outwaslT plain :faposits 46"
5� z°�� 9-.';:;;:' o �TCP i'F WA_L DETAIL
\' O• Cc p .-:..' ` '> p Invert 8.58 'c -
F4
HE
< BY
A tC .:` •y'i: ca 7 p , Invert 8.13 a
b �a0 •:..:!' / o ?a )NG, PE REPLUMB-F roposed 58"
�.ca •0 4 Use Gas Baffle S
J / 8 4,, Invert 7.93 4 CONTACTOR 100'0
_\0 L •1.••:.••,8.3;/` tea.'` { Proposed _
4F :;:;.:r N/F q. r S=1/4"/ft Use 6" cover 8.25
RO5ETTI ' S=1 $" ft TO
? :{i<r q SD q TOP PEAS NE
se 04 4: /8"/ft min.
'c9 /\ o _ . Invert 3.38 . 5 .a-1
S 1 .00 Gal.
ALTER REMOVAL AT DECK
SUP'P'ORT, IF NEEDED.
BENCH MARK --TOP PK NAIL SET
IN PAVEMENT = '18.43 ASSIGNED
(6. OFF CENTER OF CATCH BASIN)
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.
C
\ e
.`i DEEP TMPERVIOU'S
BARRIER --73 L.F. OF
40 MIL AFCO 'VINYL"
FLASHING, OR EQUAL.
TOP FLASHING=TOP
PEASTONE=8.25GRADE
ABOVE BARRIER -8.7 MIN
NO SLOPES STEEPER
THAN 3:1 OUTSIDE
THE BARRIER. GRADE
ABOVE LEACH=9.3 MIN.
NOTE: THIS PROPOSED SEPTIC: SYSTEM TO
BE INSTALLED AT SAME TIME AS THE SEP
SYSTEM FOR HOUSE NO. 14ILCRI.M,�_kOAD
BOTH SYSTEMS SHARE SND GRA�7
7.,0
Fill
B layer 10yr 5/6
sandy laom
C1 layer 10yr 5/3
fine sandy loam 4.05
C2 layer tON, 5/6
observed w`o{er
3.05
rnedlum sand
-0.6
o a9 Proposed /d
LU110S TO EXIT WITH
9r'o °i o ( IEP OT PIPE 3 -8"
s Ez LYN TC? FOUNDATION.
'o r
I B
G
F.
I
C:NTER OF
NIF
CATALONI S
INSPECTIO*: Sr; DULE
D S -TA'• E WALL
1. CALL R.J. CAS" 1_._.'-C"I
LOCATION. „_ FD I'!S: CT WALL
2. CALL B. YOU,S, Y" 0 DURING POUR.
AND FOOTIN'S' ^ =:'07 D CO FINAL
3. CALL R.J. Ch - :LA„ BY HEALTH
INSPECTION, IF -='C"J
AGENT.
G�Invert 8.10
[2(19
[98'
Invert 7.75\ 7.2`
4.0Bottom
�} TH 1
TEST HOLE LOCATION, NUMBER
-W-
WATER LINE MARKINGS
-G-
GAS, LINE MARKINGS (IF SHOWN)
-E-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
9.5 x 8,7
EXISTING &: PROPOSED ELEVATIONS ('X' MARKS POINT)
,,--G- ,
EXISTING CONTOUR
-8---
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
0)
EXISTING SEPTIC COVER
83
EXISTING DRAINAGE CATCH BASIN
x --
rtUCr' 01r� ',H'J'k% W(T ALL SHOWN;
4
TREE (IF 5HCIWN, NOT ALL SHOWN)
7.,0
Fill
B layer 10yr 5/6
sandy laom
C1 layer 10yr 5/3
fine sandy loam 4.05
C2 layer tON, 5/6
observed w`o{er
3.05
rnedlum sand
-0.6
o a9 Proposed /d
LU110S TO EXIT WITH
9r'o °i o ( IEP OT PIPE 3 -8"
s Ez LYN TC? FOUNDATION.
'o r
I B
G
F.
I
C:NTER OF
NIF
CATALONI S
INSPECTIO*: Sr; DULE
D S -TA'• E WALL
1. CALL R.J. CAS" 1_._.'-C"I
LOCATION. „_ FD I'!S: CT WALL
2. CALL B. YOU,S, Y" 0 DURING POUR.
AND FOOTIN'S' ^ =:'07 D CO FINAL
3. CALL R.J. Ch - :LA„ BY HEALTH
INSPECTION, IF -='C"J
AGENT.
G�Invert 8.10
[2(19
[98'
Invert 7.75\ 7.2`
4.0Bottom
6"Stone or compact Pre osed
Proposed I
_
I H-oundwa
ter=3,25 NGVD29igh G3,
I I
n0.2' Ad iustriTeni Provided
ro .Lacus iswithin 300'
J V Y DA
DESIGN DATA
of ,olt Man,h
OBSERVED WATER=3.05 NGV029
3
LEACH AREA
AP.BAGE GRINDER: No
EC'J1RED CAPACITY: 330 GPD
USE 4 CULTEC CONTACTORS SET
3AL-
!;` = LEPCH ARF.AS, AS :SHOWN
EFTIC TANK: :500
418 SF
EACH LEACH AREA HAS 4' STONE
OTTOM LEACHING AREA:
ON SIDE AND 30" ON END FOR TWO
X tt')J
11 X 19' X 6" DEEP LEACH AREAS.
DE LEACHING AREA: 40 ,;F
PERIMETER X 0.5 DEEP')]
--SIGN CAPACITY: 345 GP'D
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"t
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 NO. 14.
THIS PLAN IS A VAU CC' =Y ONLY IF IT EEARS
AN ORIGINAL R -D ST.,F A':D,SIGNATURE.
��ytHOFNUle
S S
+Fr 1A A,C °
ag1050�S_ 79
c/ aF �o` a
S4N77Awk
f �1
- RpVA�_
HEALTH AGENT AP f,
DATE
SITE PLAN
FOR
MARGARET F. EBIUCHAUNIAN
LOT 49, 12 PILGRIM ROAD, WEST YARMOUTH, MA
MAY 249 2000 SCALE: 1 "=20"
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(50$) 775-9700
2000 BY R.J. CADILLAC PAGE 1 OF 2