HomeMy WebLinkAboutEngineer PlanJOB NO. Y02-40
NOT TO
NOTES Fagan2.dwg
SCALE
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1.
LOCUS IS A.M. 132, PARCEL 51.
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2.
ELEVATIONS SHOWN ARE ASSIGNED.
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3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
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4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1 /4" PER FOOT. (UNLESS NOTED)
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5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
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6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
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7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
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8.
IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW
D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
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0
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3, OR VENTING MUST BE PROVIDED.
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
BENCH MARK
--TOP & CENTER OF
ONE COVER OF TANK TO BE WITHIN fi" OF GRADE.
CONC. BOUN
= 30.00 ASSIGNED
" „
MIN 1 8 TO 1 2 PEA STONE ON TOP
LOCATION
MAP
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� LEGEND
® 26.07 NO GRADE CHANGES
ARE PROPOSED
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10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1 /2 WITH 2
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 TEST HOLE 1
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN DEPTH (inches)
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 0
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
TEST HOLE DATE: October 23, 2002 3"
32.85t PERFORMED BY: Ron Cadillac, Soil Evaluator
Top of Block Foundation WITNESSED BY: Amy Von Hone, RS, CHO
PERC RATE: <2'-00"/inch (Cl layer)
SOIL SURVEY(1993): Eastchop loamy fine sand 30"
GEOLOGIC MAP(1986): Marsh & swamp deposits
,52 .49 S 16�- 371 % x • . a
29,'_ x 0 O6 40" 30,95
ffl3 83' _a.
4 1,1 'L�32,2 -- "'--3"`,� 31.64
9. 0/28,86 CDx _ 3 2.5 c'�
X 6
W 0
tv �
% x 32 1 31.8
/ 0 3 2.2 9 itI
32.3
W J o f ...... 32.5
32.4
31 .... 32,3
7° E STD 32.3
Q0A...
Nc N
No oUSE
�(b
�0� / Os�C
A rc�'
X 32.8
x 3L8
X,7 L9 D
eck
29.91
TH 1 /
/7 325 0 JA0
31.2 / M
k 31, - :::..::. X 33,0
i �' , » 32,5
V
2
31,90 x 31.
.3 k
BENCH MARK --TOP WOOD STAKE
SET FLUSH = 31.90 ASSIGNED
(30'-8" OFF NEAR HOUSE CORNER)
3
� `�--e-..133.42,
N 76.06 40" ,
,3
N /F
SCOTT, TR.
TH 1 TEST HOLE LOCATION, NUMBER
- WATER LINE MARKINGS
GAS LINE MARKINGS
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
.--� - EXISTING CONTOUR
-gam PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
® EXISTING DRAINAGE CATCH BASIN
X -a FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 10/07/03--DESIGN CAPACITY
REV. 9/18/03--3 BEDROOMS--H-10
LOT 35 /`" "iF
CASEY
141200±S.F.
N /F
HEATH
Invert A
29.96
v
Invert B
29.93
Invert 29.44
Exist. PVC 0 Cesspool
Use Gas Baffle Invert 29.02
I
2 DRY WELLS
H-10
H-10
Proposed
Proposed
S=3/8"/ft
9" min. cover H-1029.7=Top
Conc.
Proposed
4" ft �.
S-1 / S=1/4 /ft+
29.4=Tap Peastone
„
130
Invert 29.69
1500 Gal.
Proposed
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-
- - --
24t�
I
T
■
132"
I ��
Invert 29.19 Invert 28.90
26.9
6
I 6 Stone
or compact
Proposed Proposed ►
Bottom
I j__ A-9'
(
13' 1 Ito 1 6' I
t B-6
I-- I I I 6
C2
layer=20.9
DESIGN
DATA
BEDROOMS: 3
GARBAGE GRINDER: No
LEACH AREA
REQUIRED CAPACITY: 330 GPD
SEPTIC TANK: 1500 GAL USE 2 DRY WELLS WITH 4' OF STONE
BOTTOM LEACHING AREA: 320.7 SF ALL AROUND FOR A 25' LONG BY
[(25' X 12.83')] 12'-10" WIDE BY 2' DEEP LEACH AREA.
SIDE LEACHING AREA: 151.3 SF
[2(12.83'+ 25') X 2' DEEP)]
DESIGN CAPACITY: 349 GPD
[(320.7 SF + 151.3 SF) X .74 GPD/SF]
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
I (_1) t _� I r1';_'z1
Z� 6/1 6a2fl zr4-ew-
44EAL AGENT APPROVAL
Id'-F &3
DATE
ELEV.(feet)
A layer 10yr 4/2 31.7
sandy loom
8 layer 1Oyr 5/8
sandy loam
C1 layer 2.5y 6/3
med. fine sand
C2 layer 10yr 6/6
loamy sand
no water
SITE PLAN
FOR
STEVEN F. & JOANNE M. FAGAN
LOT 35, 1 KIT CARBON WAY, YARMOUTHPORT, MA
DECEMBER 28, 2002 SCALE: 1" =20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2002 BY R.J. CADILLAC
29.2
20.9
20.7
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