HomeMy WebLinkAboutEngineered Plan - 2012ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
N /F
H EALEY
BENCH MARK --TOP CORNER OF
Screened Vent PAVEMENT= T9:43 ASSIGNED
4
N 89'54'10" E 21,88
20. 20,3_X X-« 2p - - (37-9 4-' Y�6-7-X 21,0
M F-6.9
< I I Inspection Port ' 6 x 20.0 I
J i x 20,6"
1.0 X".
19.
20.504 .3 x• 19.6 X
I ,t'+ 20.2
20 .9 p 1 PA MENT lx
I9 19.9 1 I
CONSTRUCTION NOTE:
-
X I Ix
rJ x'9,9 19.3
PRIOR. TO CONSTRUCTION WATER 19,a 19 o r 1 r. �.... A
CHECK THAT ALL SINKS; TUBS, AND; si 1
DRAINS FLOW TO THE TWO POINTS 1 �a -�B� 18.01 x 19.5
SHOWN. IF NOT CONTACT 1
ox
R -J.. CADILLAC FOR.. CHAN.GES_. X.> .............. 18,.240± S. F.
X19.1
1 •
x 9.4 x 19,4 :.:::.::............. :.
:::::.....:::::::: 18,5
WATER FLOW I �] 9.2
CHECK POINTS 18.21
EXISTING HOUSE I I
I 18. , N0. 70
W l 19 2 crawl space 1 18.05
I k 1 :•:1714
I
Clean Out` i rLo o
I
LO
18. I m
I I o
••:.. •:: ....... ::::::::::............. 18.3 I I
18.4 1 x
17.1
18.2 18,5 8 4 __WALK _
1 � 1 � I
1 m I 17. 1
1
08317.43/F I
I 153.
WILKENS � o
ef i 1 8.0 x 17.9 0- 17.7 x 17.7
o i x 17.9 I
I I
I I
BENCH MARK--S.W. CORNER OF 0
7 8 I
STOOP = 19.10 ASSIGNED C
17.7
I
1 0 07,5 1 I 16.9
I Ix 17,2 I 1
I , 3 �
, ) 17.0 1
' 17,7 i 17,6 x 17,3 7.6 N 9647' \ 9 17,04
FORES-r, 17,6 7g3g 20"16 x 17,06
5 ofPavement x 17,4 17.25 17.19- .".-1 30... _._ - -
R 17,'
D` r x,16.70
07.26�����/
x 18.7
x 17.2
A 18.96
JOB NO. Y12-11
NOTES Kennedy.dwg
1. LOCUS IS A.M. 50, PARCEL 120. F827/31 SB12/71
Z. ELEVATIONS SHOWN ARE ASSIGNED.
3_ LOCUS 1S 1N :FLOOD ZONE C ON .:FJRM .•DATED JUNE 17, 1986..
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
5. MUMCIPAL WA -TER IS AVAILABLE. LOTS WITHIN- 1011' ARE ON TOWN- WATER.
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. hrorJeS7. INLET TEE TO PROJECT `DOWN 13", OUTLET TEE DOWN 14"
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW i
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
19. `3EPTH -017 COMPONENTS NOT TO -EXCEL 3', .OR VENTING.-taIU.ST. $E. PROVIDED. ... .NOT T
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING SCALE
TG. STONE TfD BE DOUBLE WASHED- 3/4 TO, 1 T/2- Wf1Tf 2- MiN. `F/9 TGr 1/2" PEA STONE ON TOP: LO(
11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG :ARE FOUND,
TION MAP
CONTACT THE BOARD OF HEALTH OR R.J. CADILLAC.
1.2. IF AN OVERDIGL IS CALLEQ FOR BELOW, FILL MATERIAL FOR 5' AROUND- AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TES3 HOLE ]
13. PUMP AND FILL ANY EXISTING CESSPOOL/CEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (Lhes) ELEV.(feet�
14 ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS
• 0
TEST HOLE DATE- May 2,. 2012. 1t"
NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator
ARE PROPOSED WITNESSED BY: Amy Von 14ane, RS, 'CHO
PERC RATE: <2'-00"/inch (C layer)
*Invert for a 4" pipe SOIL SURVEY(1993): Carver coarse sand 34"
GEOLOGIC MAP(1986): Harwich outwash plain deposits
Invert A 16.78 21 --HIGH CAPACITY INFILTRATORS
Invert B 17.68* Invert 15.95
Use Gas Baffle H-20
Existing 4. pvc H-10 Invert 15.70
Existing 3 pvc Top Units=16.1
Proposed
S=1/8" /ft Q Filter Cloth
min. H-20 3" Max. 3 32''
Proposed S=1 /8 /ft S=1 /8"/ft t inspection Port
j Invert 16.20 1500 Gat. min.
N /F ; j Proposed Septic Tank 11 Screened 150
---------- Vent "
HEALEY I I
t I Invert 15 1 14.75
.87
Invert 15.67 1 5.7' Bottom
6" Stone or compact Proposed Proposed 1 7.2'
A-1' i A-56' I 1 I I r, I 3, 111
I ,1 ' I-- 8 -1 1----1,-� 9.0
i B-23 I B-23' I t t t rn t 1 i C2 Layer
< 3' 1 Sandy Loam
DESIGN DATA `° Bottom TH 1=7.5
BEDROOMS: 4 LEACH AREA
_ ----GARBAGE. _GRINDER: --�__ _ _ No.-- --USE----2a-..H-20_HIGH- CAPACl_TY__INFILTRATORS _
REQUIRED CAPACITY: 440 GPD AS SHOWN FOR A 43'-9" X' 8'-6" X 11"
SEPTIC TANK: 1500 GAL. DEEP LEACH AREA.
EFFECTIVE LEACHING AREA: 620.76 SF
4.73 SF/LF X 6.25'/UNIT=29.56 S.F/UNIT
21 UNITS X 29.56 SF/UNIT=620.76 SF(EFFECTIVE) Shed
DESIGN CAPACITY: 459 GPD FLOOR PLAN Gar.
[(620.76 SF) X .74 GPD/SF]
W NOT TO SCALE
Shed
Rm
NAIL FOUND IN DRIVE 1 1/2"
OFF LOT CORNER
Lau
Permit valid for REPAIR OF SEPTIC SVSTF:.I
ONLY, due to State and Local :septic variances.
Board of Health review and approval is required for
any future add itions/re•nov a tions/alterations to
sewal;e facilities and/orstructu res/d�%clling.
Yarmouth Health Department ,l
APPR(WEI)
4*
7 G1
'7
Kitchen I FarnRm
DnRm 1 ST FLOOR
LvRm
Bath
='-- - =L�=- SITE PLAN
Na :ae nate
UTAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
yer 1'Oyr 3/3
iI
loam
1.
VARY SEPTIC TANK TO PROPERTY LINE BY 5' (5' PROVIDED).
sand
2.
310 CMR VEA (1).
NO RESERVE AREA 1S SHOWN. -310 CMR 15.248.
THIS PLAN IS
A. VALID COPY ONLY IF IT BEARS
3.
VARY COVER OVER LEACHING TO BE 4' TO 4 1/2' (H-20 D -Box, AN ORIGINAL
RED STAMP AND SIGNATURE.
andy loam
H-20 INFILTRATORS AND VENTING PROVIDED). 310CMR 15.221(7)
no water
LEGEND
OF 9 t,
T 1 TEST HOLE LOCATION, NUMBER��
WWATER LINE MARKINGS
E OVERHEAD ELECTRIC WIRES (IF SHOWN)
G GAS LINE MARKINGS
x 9.5 X8,7 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) _
TREE . (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL
(9 j v
DATE
1-
yer 1'Oyr 3/3
dandy
loam
[-A
B 11amy
yer 10yr 5/8
sand
C Iyer
2.5yr 7/3
fine sand
C2
andy loam
no water
BdRm
BdRm
d 7RBdRm
FathB
2ND F
OOR
FOR
ANN KENNEDY ESTATE
70 OLD MAIN STREET, S. YARMOUTH, M
JUNE 69 2012 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARI
P.O. BOX 258
WEST YARMOUTH, MA 02673
2012 BY R.J. CADILLAC (508) 775-9700 PA
1 OF 1
20.0
17.2
M
7.5