HomeMy WebLinkAboutEngineered Plan - 2019ALWAYS DIG SAFE PRIOR TO CONSTRUCTION UTILITY LOCATIONS SHOWN INCOMPLETE.
MAXIMUM FEASIBLE COMPLIANCE APPROVALS:
1. VARY LEACHING TO LOT LINES UP TO 3'. 310 CMR 15.211
2. VARY COVER OVER LEACHING TO BE 3 1/2' ON NORTH END.
310 CMR 15.405 (1) (b)
NOTE: THIS IS A SITE PLAN SURVEY BY THIS
OFFICE AND NOT A PROPERTY LINE SURVEY.
BENCH MARK --TOP SE CORNER OF
CONCRETE STOOP=45.26 ASSIGNED
N /F
ALM ON TE
CONCRETE BOUND
APPEARS OFF CORNER
x 44,9
P
N �8-54!p0 y X 45
102 45'1
X 43.66 % 4 6 G-
G ---
E Ems_ --� 45.5/4 .97
G
EXIST.
LOT 5un
LEGEND
`'- PAVED DRIVE
� 45, A2, i.
G
EXISTING GAS FLAGS
W
EXISTING WATER FLAGS
45.0 �
OVERHEAD ELECTRIC WIRES (IF SHOWN)
O
-���66
•1
' �9--
---
PROPOSED CONTOUR
-43, 4
43.23 W/
42. 4`�W
n
EXist• j
Deck
EXISTING DRAINAGE CATCH BASIN
X
42.54
0
9„
N
11 y4 2.8
° O
-
T C
t x 43,x
o=
44.6:Sh�W�
26'-1 I
x 446x
;
o
- 0
tot 0 -
r G
_ 44.5
n
10,580±S.
1 40, 0 :: 3;;111 1
x 43.4 .0
iZ�l , x 42.3 x 42,8
x
X 40,38 j 41,6 42,0
1
x 41,3 ,
100. 9_
81-4-800
40 \� 9;1 x 4 x 4 S W
/� X 39.
.9 (� X9,59 `� 75
� / I ' 2
X 39.74
• 40.00
FENCE CORNER HELD
rr'
J
LEGEND
-• TH 1
TEST HOLE .LOCATION, NUMBER
G
EXISTING GAS FLAGS
W
EXISTING WATER FLAGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 9.5
EXIST. & PROP. ELEVATIONS ('X' MARKS POINT)
5.9
EXISTING CONTOUR
---
PROPOSED CONTOUR
T 1
UTILITYPOLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x --
FENCE (IF. SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
FENCE CORNER HELD
rr'
J
ON LOT LINE
3
45,8
, .8 43.5
i,5
- No
N /F
43.4
REQUIRED CAPACITY:
MINTY
USE 2 TRENCHES OF SIX ARC36HC HD CHAMBERS
5.9
45.5
45.7
T 1
9,
1500 GAL.
SHOWN.
0 45,4
45,2
467.4 S.F.
N
tilt
2
T C
y m
5.1
ON 0
;
10, cr U'71,
�4 4.9
O p
1
4.9
Z
�Z
• 4 39
N
tt�
O
Ln
•' 44.1
N/ F
JEAS
NOTES Thompson.dwg
1. LOCUS IS A.M. 87, PARCEL 71. FB34/27 SB14/59 Old Town House Rd.
2. ELEVATIONS SHOWN ARE ASSIGNED. r v
3. LOCUS IS IN FLOOD ZONE X(<0.2% RISK) ON FIRM DATED JULY 16, 2014. :3 o
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) o N
5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100.' ARE ON TOWN WATER. o
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Arden
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Way
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST .BE PROVIDED. NOT TO
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 2 ON LEACHING SCALE
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP
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). TEST HOLE 1
13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
AND STONE 1N 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 A layer 10yr 3/3 43.3
TEST HOLE DATE: July 10, 2019 11„ loamy sand 42.4
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO 17" bottom roots
BENCH MARK --TOP, BACK, CENTER OF PERC RATE: <2'-00"/inch (B layer) „a B loamy 0y d /8
SEPTIC TANK=43.30 ASSIGNED SOIL SURVEY(1993)`. Carver coarse sand 30 36" 40.3
GEOLOGIC ,MAP(19.86): ..Harwich outwash plain deposits
Invert 41.82 12 ARC36HC HD CHAMBERS C layer 2.5y 7/4coarse sand
Existin
H-10 use uas came ' � •_' ` ' " Top Units=41.91 I I
13" cover Proposed
@ Filter Cloth
Existing I S=1 /8"/ft » / 3" Max.
1500 Gal. I S=1 �8 / ft -_inspection Port
Septic Tank ------- 1
-----------� T 10.75"
Invert 41.48 40.58
Invert 41.67 Proposed 8 6' Bottom level
b Stone or compact Proposed t
- 14'- Bottom Test Hole 1=32.0
I_I 1+
DESIGN DATA
136"
32.0 1
x 37>�' 1 x °
BEDROOMS:
3
LEACH AREA
, .8 43.5
GARBAGE GRINDER: -
- No
43.4
REQUIRED CAPACITY:
330 GPD
USE 2 TRENCHES OF SIX ARC36HC HD CHAMBERS
X 43,3
EACH. (30' _X.34.5" WIDE AND 10.75" DEEP), AS
T 1
PROPOSED SEPTIC TANK:
1500 GAL.
SHOWN.
EFFECTIVE TRENCH AREA:
467.4 S.F.
42,9
x 142.3
x 4
N /F
DAVENPORT REMOVE CLOGGED
SOIL WITHIN 5'
OF TRENCH
BENCH MARK--SE-CORNER OF
CONC. BULKHEAD=45.50 ASSIGNED
7.79 SF/LF X 5'/UNIT=38.95 SF
x 4 0 12 UNITS X 39.95 SF=467.4 SF
CAPACITY: 345 GPD
467.4 SF X 0.74 GPD/SF
\ PlREPArWON sl'•
C CM11
CENTER RECORD BOUND ermit`vaidfor
ONLY, :
due 'to 'State and Local septic variances...,
FOUND HELD 64ard oflrealth review and approval'is required for
any futire additions/reniivatiirrts/alterations to
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL Rf,,D S AM ND SIGNATURE.
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HEALTH AGENT APPROVAL
DATE
sewage facilities:and/or struitures/dwelling: EXIST. FLOOR PLAN
Yar'.moutlt Heal'tb Itepart.rtient NOT TO SCALE
A 1 � �� 1 1 �� #A . TWO ROOMS WITH DOORS, UTILITY RO MO AND (WORKSHOP
(laxne Date
SITE PLAN
FOR
CAROLYN E. THOMPSON
LOT 59 26 AURORA LANE, SOUTH YARMOUTH, MA
JULY 11, 2019 SCALE: 1 "= 20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775=9700 PAGE 1 OF 1
@C 2019 BY R.J. CADILLAC