HomeMy WebLinkAboutEngineered Plan - Rev. 2018 (Not Constructed)vonHone, Amy
;From: vonHone, Amy
,Sent: Tuesday, December 26, 2017 4:36 PM
To: Iron@rjcadiliac.com'
Subject: Carver Road - Robichard
Ron -
The owner dropped off plans for our review for 58 and 62 Carver Road. I have reviewed both and have the
following comments for you to address for approval of the plans.
58 Carver Road:
1. Remove the "No Reserve Area" in your list of variances (repairs don't require reserves)
I
62 Carver Road: ��
1. 1 did a comparison of the ac 'Z� �hly reading for the date of the
soil test and the month prior's ��l it should level out the adjusted
groundwater elevation for b use the same adjusted water
elevation for both properties July 2016 adjustment) makes
the most sense since it falls tween both lots and it is
currently the adjustment yo se Adjusted Groundwater
Elevation 4.4 for 62 to matt Ptic system at the current
elevation or drop it to main- u may be able to save on
the removal if you drop it k
Call or email with questions.
Thanks, Amy
i
Amy L. von Hone, R.S., C.H.O.
Assistant Health Director
Yarmouth Health Department
1146 Route 28
South Yarmouth, MA 02664
(0) 508-398-2231 X1241
(F) 508-760-3472
r
avonhone(ayarmouth.ma.us
ALWAYS DIG . SAFE PRIOR. TO CONSTRUCTION.-UTILLTY.
LOCATIONS SHOWN .INCOMPLETE4.
Invert 11.15
Proposed
LEACHING BED
Proposed
H-10
DISTRICT:
R-25
S=1./4.,/ft
/r_Invert
9" min. cover
DB6 Proposed
Or Filter Cloth
Proposed
1500 Gal.
H-20 »
S=1 /2 ps /ft 3 Max.
=m/8 . /ft i Inspection Port
NfF
FRONT YARD
30,
12Z
I Proposed
SIDE YARD
15ZONING
MCGOVERN
SIDE YARD
15,
Invert 10.05
9.4
6" Stone or
BUILDING HEIGHT
35'
I
10'
arL2'
WIDE STRIP
LOT COVERAGE
25%
r f 11 12
LOT 31
DESIGN
DATA
I" N/F
� ROBI CHAUD
13.7
4.
Q
Q
\
Lot_co.rner falls. on Mozzone side
of fence --stake set 6' off corner
on Lot 5 side of fence N./F
DISCONNECT
\ EXISTING MAZZONE
LEACHING
12�R=2
x 11,`lo
\ \ X11_3
0
���
x 10.99
NOTES Robichoud2.dwg
1. LOCUS IS A.M. 30, PARCEL 77. FB32/2,13 SB14/�
2. ELEVATIONS SHOWN ARE NAVD88' BASED UPONRM20 AND VERTCON.
3, LOCUS IS IN FLOOD ZONE X(<0.2% RISK) ON FIRM DATED JULY 16, 2014.
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
5 MUNICIPAL WATER IS- AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
6. COMPONENTS TO BE AASH'TO H-10, UNLESS NOTED.
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9. ,DEPTH OF COMPONENTS :NOT TO :EXCEED 3', OR VENTING MUST BE PROVIDED.
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
10. 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,.
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12♦ IF AN OVERDIG IS CALLED FOR BELOW; FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS ,TO BE CLEAN GRANULAR_ SAND MEETING SPECIFICATIONS OF 310. CMR 15.255(3).
13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
AND STONE -AN.. LEACH, AREA,. AND. DISPOSE_ OF AS. DIRECTED- BY HEALTH AGENT-...
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
TEST HOLE DATE: May 4, 20.1.6 -
PERFORMED BY. Ron Cadillac, Soil Evaluator
11.5 WITNESSED BY: Amy Von Hone, RS, CHO
Slab in Crawl Space PERC RATE: <2'-00"/inch (C layer)
15.5- SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
Top Found.
Invert 11.60
Invert 11.15
Proposed
LEACHING BED
Proposed
H-10
Use Gas Baffle Invert 10.17
Top Peastone=10.4
S=1./4.,/ft
/r_Invert
9" min. cover
DB6 Proposed
Or Filter Cloth
Proposed
1500 Gal.
H-20 »
S=1 /2 ps /ft 3 Max.
=m/8 . /ft i Inspection Port
11.40
Septic Tank
I Proposed
T
I
Invert 10.05
9.4
6" Stone or
Invert 10.34
compact Proposed Proposed 9
2, L
5' Bottom
-
I
10'
I
�- 15' -I INE - - 2-1
High Groundwater=4.4
i I
r f 11 12
Taken from August 17, 2016
DESIGN
DATA
m test
hole data at
58 Carver Road
BEDROOMS:
- GARBAGE -GRINDER:-----
1U,�3 -- -
REQUIRED CAPACITY:
2 EXISTING SEPTIC TANK:
1/< .BOTTOM AREA:
/i11.04(600 S.F)
SIDE AREA:
N/A
CAPACITY:
�(600 S.F) X 0.74
1087
_ x , .55
10,9 18
0 10.46
MN /set
BENCH 'MARK --MAG NAIL SET
LEGEND IN PAVEMENT=10.46 NAVD88
TH 1 TEST 'HOLE LOCATION, NUMBER
W PROPOSED WATER LINE
E OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 9.5 EXISTING & PROPOSED ELEVATIONS '('X' MARKS POINT)
EXISTING CONTOUR
�---- PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
® EXISTING DRAINAGE CATCH BASIN
x FENCE (IF 'SHOWN, NOT ALL SHOWN)
0 TREE (IF SHOWN, NOT ALL SHOWN)
REV. 03/16/2018--HGW ADJUSTED TO 58 CARVER RD.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN 0 AL ED 9TAMR A�d•� SIGNATURE.
,�ZH OF MASS
RONALD
o JAMES
CADILLAC
#E 1060
GIsTS r
SgIVITARIP� �'zI
} NOFIygs
' RONALD
JAMES
CADILLAC
# 35779
c \� < RFs s\� GQ
i�
HEALTH AGENT APPROVAL
DATE
TEST HOLE! 1
DEPTH (inches) ELEV.(feet)
G
1
3
`m.
48" CL
11
A layer 10yr 3/2
2"
sandy loam
B layer 10yr 6/6
loamy sand
0'
C layer 2.5y 6/3
med. coarse sand
8» _observed water__
10.2 1
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
Observed Water --2.9---. 4
Na_. LE-ACH --AREA- ---
440 GPD
1500 GAL. USE 600 S.F. LEACHING FIELD SHOWN.
600 S.F. SEE DIMENSIONS ON PLAN. SET PERFORATED
PIPE PITCHED AT 1/16" PER FOOT. CAP ENDS.
0 S.F. SET PERFORATED PIPES 6' APART ON CENTER
AND 3' OFF EDGE OF BED ON SIDES AND 4'
444 GPD. OFF END OF BED AT TRIANGLE TIPS.
5' REMOVAL
DO 5' ALL AROUND REMOVAL OF A & B 11
LAYERS DOWN 2 1/2' TO MEDIUM COARSE i2
U
A/E layer 10yr3/3
sandy loam
- B-layer-1Oyr-6/6
loamy sand
1"'1-
C layer 2.5y 6/4 1
med. coarse sand I
�» __observed water _
SAND. J
Yarmouth Health Department
FHEALTH
C�C��M,IPPR LVEDC�� 6'� 9 i 9 2018
Name Date DEPT
SITE PLAN '---'
FOR
ROBICHARD ESTATE
LOT 59 62 CARVER ROAD, WEST YARMOUTH, MA's
SEPTEMBER 2, 2016 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
2016 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
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