HomeMy WebLinkAbout83-1400TOP OF
FOVMA 77ON
sL l8.2f
16.0'±
lNVf'RTjEML15.
INVERT EL
10.55'1
BOTTOM EL
I 35'1
I
LEGEND
GROUND SURFACT 'V08.0-±
�r
14. ., I
EL
lmvmff EL
■ I
6" STU" BASE
// / Septic
(Typical) 50
-- Wetland Limit
Work Limit
-- - -- 50' Resource Setback
-- - - —100' Resource Setback
Existing Contour
l,2 Proposed Contour
_-�
Property Line
Bench Mark Reference:
S-7 Railroad Spike
in 12" Pine. Station 4+68
(Dennis Baseline Station) 36' Left
Elevation = 64.835 (MSL)
JL
.AL
! I AL
AL
A. M. 122 Pct. Z16
//
GROUND SURFA63' M� 21.Ot
OUTLET PIPE LEVEL 'pt�up v�
FIRST TWO F�'T iv.�j VENT RL'�i1IRED 14.7'1 TOP EL
HIM S LAYER DOUBLE WASHED
1/2* S713HE
o
rl Enif
14.11 '± smEXALL
PirmT EL
4' 8' ono ls/tL, c )Wm3E�5
14.53'[ (Typical) 3/ WASHED ST4NEBLE
INVERT EL 5 ,
12.91'± BOTTOM F.L
I 20'± tic 1a'f I EL 7.1'1
BOT7VM OF TEST HOLD'
11 4' 1 3.2' 14'
tP
y i0
R = 40.00'
L = 56.56'
ti
A.M. 123 Pct. A7
N" /
0
O� • ` ` \9Qy, Ty0
c,l; Exis ting (r,
Fence
\ '• `
Prop. Leaching Facilitp /
\ ` ° Four 500 gal Leaching Chambers /
w13' Stone on Sides /tA /
i Prop. `, 4' Stone on Ends/
1 Haybales \ lam O
` 100' from To \ 04 \ \ 1 , z
\ I
} of River Bank
50' from Top
` of River Bank
►� � � r o !tio_
16
' - 'Pro
14 , / \ \ ` gyp,�
/ \ D -Box
a 20
1 �� Es -t ;� ^� `� ; • _ 22 A. M. f23 Pct. A9
Ir�-IrF
x500 GatK l \
`° ���� fx ? -Tank 2a
\ . IV 4 , Exdstinq
,1 17 Uvidergmund
Eieotric ac A►ater
Prop. ti 1r �•, , TBM EL. = 17.55 (MSL)
- Hayboles fa / �g Catch Basin
16
IN, TBM EL. = 19.15 (MSL)
to Top of Cobble STone
,14 16 Wall
8 ID 12
1 6
0 . 5
o
STANDARD NOTES
1) THIS PLAN IS FOR THE BNS'TALLATION OR REPAIR OF A SEPTIC SYST", AND LS NOT INTENDED FVR SURVEYING OR ZONING
PURPOSES.
2) ALL INSTALLATION PROCEDURES AND MATERULS SHALL COMMAM 717 310 CMR 15 000, THE STATE ENVIRONMENTAL CODA
TITLE' 5, AND TXE TORN OF URMD _ SUBSURFACE DISPOSAL RW OLA7'.7ONS
3) NO DETE=RMINATION HAS BEEN MADE AS TO COMPEMNCE OF AVAILABLE PROPERTY 1NFVRVA72-ON LATH RECORDED DEEDS
OR ZONING REGULATIONS.
4) TOirN (PATER SERVICES THIS PROPERTY.
5) ThT" ARE NO "OWN PRIMATE WELLS ON nDY PROPERTY OR IY IMV 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM.
6) ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT 717 WITEW 12" OF 17NBBED GRADE, WITH ONE COVER OF THE
SEP77C TANK BROUGHT NITMN 8" OF GRADE
7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCWSLE?LE FOR INSPECTION. NO STRUCTURM SHALL BE LOCATED DIRECTLY
UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS VMCH rOULD RnERFERE WITH TLW PERMRMANCER ACCESS; INSPECTION
PUMPLIVG OR RE=PAIR
8) NO DRIVEKAY, PARMVG OR nMWG AREA, OR OMER BYPERVIOVS AREA SHALL BE LOCATED ABOVE A SOUL ABSORP27ON
SYS= EXCEPT VNN VENTING HAS BEEN PROYYMED.
9) SEPTIC TANH.' GREASE TRAPS, DOSING CHAMBERS AND DIST??IBUTLON BOXES SHALL BE PLACED ON A 6" S'?iONE BASE
TO ENSURE STABILITY AND PREVENT SETTLING.
10) OU7L,L"1' DM7UBU770N LINES SHALL REMAbV LEVEL FOR A MINIMUM OF THE FIRST TWO FTZ7 OF THEIR LENGTH
11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF M71STANDLVG H-10 LOADING UNLFSrS T_"�EY ARE UNDER OR ff77HW 10'
OF DRIVEjyAYS OR PARKING OR TURNING AREAS IN WHICH CASE H-20 COMPONENTS' SHALL BE USED.
12) ALL BUILDING SEM LINES SHALL HAVE AN INNER DL4"TER OF 4" AND SHALL BE CAST-IRON OR SCHEDULE' 40 PVC.
13) THE DEPTH OF THE 70P OF ALL SYSTEM Co"ONENTS SHALL NOT EXCEED 38` UNLESS VENTING HAS BEEN PROYMED.
14) W THE AREAS OF EXCAVATION, E.17STING GRADES SHALL BE REESTAHMSHED UNLESS N07W AS PROPOSED CON7VVRS
15) IF SOILS ARE ENCOUNTERED DURING TIS' EXCAVA77ON OF THE SOIL ABSORPTION SYST", THAT DIFFER NOTABLY FROM
771E DEEP OBSERVATION .MOLE LOG, CONTACT THE ENGINEER BEFORE PROCEEDING.
16) CONTRACTOR TV VERIFY LOCATION OF ALL UNDERGROUND
DESIGN .DATA
Number of Bedrooms:
4
Garbage Grinder:
NO
Design Flow:
440
(110 Gel/BR/Day x Number of SR)
SllSoH
Horlxart
Septic Tank
1,500
(Minimum = Deff*n Flow x 200X]
�1�!
Leaching Area:
M l}
l,ral.re
SidewaU:
200
/f f
(z StdewaUx x .2 _tet x � �-•i) +
REV.
(Z End,,,, x —2,—n x )
(Yuma!!)
Bottom:/
4 0 0
/�
„_ -yL x -4-0-n)
ID
Long Term Acceptance Rate (LTAR):
0.74
Leaching Area Design Capaci-.y:
444
(SidenaH Area + Bottom Area) x LIAR
0
ALL
WETLAND •
LIMIT AL 1
A�L /3)
AL
AL
AL
AL
�s
tsy,
AL
DEEP OBSERVATION HOLE LOG
TBS! Hate p}
Test 11014' /2
(EL =
21.8 1)
rn =
18.1 r)
•
SllSoH
Horlxart
T lir.
Celor
{Inj
�1�!
1bftM11
M l}
l,ral.re
Colof
rj?.TPj
REV.
(USD.)
(Yuma!!)
SHEET 1 OF t
D WG. NO. T1029
14"SDA}
ttfuaa.11t
6
27.31
0
ORCAMIC
NA
4
17.Vt
0
ORCANIC
NA
1120.91
A
LOAMY SAND
10YR2/7
9
17.4/
A
LOAMY SAND
10YRZ/1
Z!
19.81
B
LOAMY SAND
10YR3121
26
15.91
9
LOAMY SAND
10YR510
46
19.01
C1
SANDY LOAM
ZSY511
48
to. 11
C1
SANDY LOAM
E-SY511
156
8.11►
CZ
M -C SAND
)OYRSIB
13Z
7.IA}
C2
M -C SAND
t0YR5A
Deep Ota 11.10 Data:
NAR F. 09'7
detr OM Bok data
YAR S. 1997
Sell E.elual..r
RICHARD LCARNED
Sell E.etaater
RICHARD !EARNED
Witn—d er
PDRAYANIDN
wit.reesed BY
P aRArANtON
Fele Ratt.
d F NtNllN a $ r
Pare P.L.
N'A
Sokl S.—Y Eeerrlpllan
CARVER
Satl Sung De ... Iptlem
CARPER
Geologle 1"..Aat:
DVTIFASH
eeetaalr Y.l..kal
OUTFASH
depth to ]I.,dlrvg water. Na W -fee F-111Md
Derlh to St—ding rater.
Ne Waf.r V1 awtdtttd
Depth to*-rTint Water.
NA
depth la Weeping 1 -ter. NA
Depth to YMLling�Coior)'
NA
depth to Ybitlif.A(Co1or}. NA
Est S.'"M! High Ow'.
NA
bat Seeranel tligh CII:
NA
U90 OMOr+allan Welt
NA
Mdl etaer.ellon Welt
NA
Dale 97 teat Yeesur —L,
NA
Data e1 test Ytaau—iet NA
Canlenratr.
Gornm.nta:
EXHIBIT NO. 7
PROJECT LOCATION
ASSESSORS MAP 123 LOT A14
APPLICANT
Jane & Frank Thomas
17 .Autumn Lane
Merrimack, NH 03054
PREPARED BY
A & M Land Services Cape- Tech Environmental
33 Old Mein Street P.O. Boer 1541
Soutb Yarmouth, MA 02664 Brewster, MA 02631
(508) 398-2121 Fair 394-9642 (508) 896-4999
DATE April 30, 1997
SCALE POP= 20'
REV.
SHEET 1 OF t
D WG. NO. T1029