HomeMy WebLinkAbout6 Eider Street - Site PlanFOUNDA77ON
EL_%%t,'5
l
GROUND SURFACE EL_ � � __
OUTLET PIPE LEVEL
FIRST TWO FEET
� � �5.�
10" D -BO
INVERT ELIvy•
14" / S
(o b [3 GAS BAFFLE AT OUTLET INVERT EL r' 2 - 03 ' S
___XZ INVERT EL
INVERT EL
IoY'i loµ '7
6" STONE BASE INVERT El, INVERT EL
1500 Gal. Septic Tank
O I J
(Typical) -7 I- i b'
1�
0
GROUND SURFACE EI`_/F3
VENT REQUIRED
EXCAVATION NOTES
1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSERVATION
HOLE LOG) AT APPROXIMATE ELEVATION g a .o t FOR A LATERAL DISTANCE OF 5'
(WHERE POSSIBLE) IN ALL DIRECTIONS BEY0I0 THE OUTER PERIMETER OF THE RETAINING WALL
2) FILL MATERIAL SHALL CONSIST OF CLEAN GR4NVLAR SAND, FREE FROM ORG_41V7C
MATTER AND OTHER DELETERIOUS SUBSTANCES[ WHICH MEETS THE TE_YTORAL
CRITERIA PUT FORTH IN SECTION 15.255(3) OF TITLE 5.
3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATION PRIOR TO PLACEMENT
OF FILL INTO THE RETAINING STRUCTURE.
4) PLACE FILL ONLY WHEN BOTTOM SURFACE IT DRY.
E1xis ting
Con to ur S25002 ) 00 " E 100.00'
120 ------------------
-------�-- Contour
118
116 --------
---_----------------_.
- - 114
`110 `\\
\ 112- \ _
110
O \ \ \ \ \
\ \ \ 8 P.r-op: sed 3 Bed ,
Top of 'Fn4d = 112.5 \
\ 1a
Basement Floor 105.0
102
iv S o - 7--1
lOy - TOP EL
MIN 2' LAYER DOUBLE WASHED
1/e'- 1/2' STONE
, \ . . ` EFFI yC77VE
t ` _ ISMEWALL
3/4'- 1 1/2' DOUBLE
(Typical) C '•;'ASHED STONE
2 LC-A�/t %2 NGh' =� to2.3_'rz
o .3 -
��J`/ 00 ee1c, BOTTOM EL
R0f'' �p fUvn G7 a/F f�1Z
Y
34 l
RETI-1INI1JG WALL DD -AIL
I40t To Sca(e
U WALL SHALL IIAVE NU WEEP MULES ANTI BE IIADE
WATERPROUP BY APPLYING ASPHALT MASTIC AN[)
SECURIIIG 11060 GAUGE PULYn LL TU UISIDE.
2) SECURE 0.060 GAUGE PULYPILL LINER TU IIORTII
UUISIDE WALL .DY METIIUU OUILINED ABOVE
3) CUIISTRUCTIUN UP IIIE.RETAINING WALL SHALL
BE SUPERVISED BY TILE DESIGN ENGINEER UST AGENT.
4) THE UESIGII EIIGINEER SHALL CERTIFY IIIAT TNF
WALL HAS DELA C(IIISIR(IUIFO I-rprF RLY.
v) CIINCREIE SHALL DF SUIEICIEIII IU "IIIU'bllll)
IIIIIININ 3,000 PSI.
Ler
H RE[nR [ e' e.E.�
116 _
Prop. .
\ \\ �/ I - 1,500 Gal
\ �
TW: iog 4 \ 1 Min O o_ S- Tank
\\ � \\ \\ \� -
.11 IT,
w r Tt C 104 O
_108
Nl
-a
O
OV
TP
#1
TBM EL = 100.00
Exis t. U. P.
Reserve 7-
\ \ _
\102 \ 106 \ �� - - < O114
-
r Z Prtq�zosed
IOb f. - - - _ 110
� � ° " --Box
p� TW
98
1021 25°02'00" W 100.00' �
96 98 - \
3 \--------- ------------ ------
_
SEG 1\L)R7t0[J rd0Tf'>
AfrAr*q) M&A
STANDARD NOTES
IJ THIS PLAN 15 FOR 771E INSTALLATION OR REPAIR OF A SEPTIC SYSTEM AND 15 NOT INTENDED FOR SURVEYING OR ZONING
PURPOSES
2) ALL INSTALLA770N PROCEDURES AND MATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTAL CODE,
T= 5, AND THE TOWN OF Yarmouth-- SUBSURFACE DISPOSAL REGULATIONS.
3) NO DETERMINA77ON HAS BEEN MADE AS TO COMPLIANCE OF AVAILABLE PROPERTY INFORMATION WITH RECORDED DEEDS
OR ZONING REGULATIONS.
4) TOWN WATER SERVICES THIS PROPERTY.
5) THERE ARE NO KNOWN PRIVATE WELLS ON THIS PROPERTY OR WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM.
6) ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHIN 12" OF FINISHED GRADE, WITH ONE COVER OF 771E
SEPTIC TANK BROUGHT WITHIN 6" OF GRADE.
7) ALL SYSTEM COMPONEN7S SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY
UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION
PUMPING OR REPAID
8) NO DRIVEWAY, PARKING OR TURNING AREA, OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION
SYSTEM, EXCEPT WHEN VENTING HAS BEEN PROVIDED.
9) SEPTIC TANKS, GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUTION EOXE.S SHALL BE PLACED ON A 6" STONE BASE
7O ENSURE STABILITY AND PREVENT SETTLING
10) OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH
11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
OF DRIVEWAYS OR PARKING OR TURNING AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED.
12) ALL BUILDING SEWER LINES SHALL HAVE AN INNER DIAMETER OF 4" AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC.
13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VEN77NG HAS BEEN PROVIDED.
14) IN THE AREAS OF EXCAVATION, EXISTING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS.
15) IF SOILS ARE ENCOUNTERED DURING THE EXCAVATION OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM
THE DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORE PROCEEDING.
16) CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES.
/ I. REFM [ 1[- aL
/ 11 REMR [ I, tic
7— UlJ2rt=S
\�
r; ' N FC MR [ IC UG
•
4v � PP r v^
ML o
e
4ko 9uRrcte
DESIGN DATA
Number of Bedrooms:
�J
Garbage Grinder.
NO
Design Flow:
j jp
(110 Gel/BR/Day z Number of BR)
8osiol¢on
Septic Tank:
(fev
(Minimum = Design now x 200%)
soil
Torture
Leaching Area:
(USDA)
Sidewa)L•
2q
l
(y sideways x 3 `r __'t x Z F't.) +
(Munsell)
(a Endwalls = 2 S Ft : Z Ft)
91.�
Bottom:
1-70
1 2 Trenches x Z' S nx_�Lit)
4" - 7"
Long Term Acceptance Rate (LIAR):
0.74
Leaching Area Design Capacity:
3N l
(Sideway Area + Bottom Area) x LTAR
C -
DEEP OBSERVATION
HOLE LOG
Test
Test
Hole #1
/ o 3 _ f )
(EL =
98.10 f)
8osiol¢on
Dpyth
(in)
(fev
soil
Horizon
soil
Torture
son
Color
(USDA)
(Munsell)
Yarmouthport, MA
(USDA)
(Munsell)
0 - 4"
91.�
0
Iola
A
4" - 7"
91, S
A
LOAMY SAND
f0YR414
7" - 34"
95 L
B
LOAMY SAND
IOYR518
34" - 120
tt,0
C
FINE -MED
2.6YR7/4
SAND
Deep OTs Hole Date:
SAND
son Evaluator.
Deep OTs Hole Date:
NOV. f7. 1998
AMY V.
Soil Evaluator.
RICHARD LEARNED
Witnessed By..
AMY V.
Oeologto Materiae ORTI►ASH /
Depth to Standing Water. c)' L 1, : q L ' O
Pam Rate:
1114
Depth to Mottling(Color):
Soil Survey Description:
CARVER
Geologic Interim:
OUTWASH
Yarmouthport, MA
Depth to Standing Fater. NA
Depth to Weeping Water.
NA
Depth to Mottling(Color):
NA
Eat Seeaonal High Gw:
NA
USGS Observation Welt
NA
Date of Inst Masai NA
Comments:
DEEP OBSERVATION
HOLE LOG
Test
Hole #2
(EL =
/ o 3 _ f )
D p t,�
(1�J
g1p
([t)
8osiol¢on
Tenure
Color
APIUCANT
Charlie Mitchell
(USDA)
(Munsell)
Yarmouthport, MA
e" - is"
Iola
A
LOAMY SAND
fOYR4/4
f3" - to"
0)5.10
B
LOAMY SAND
f0YR518
60" - f20"
93.6
C
FINE -MED
2.5YR7/4
SCALE. 1 [' = 10'
SAND
Deep OTs Hole Date:
NOV. 17, f99e
son Evaluator.
RICHARD LEARNED
Witnessed Br..
AMY V.
Parc Rate:
< 2 A?N17N 0 72"
Soil Survey Description:
CARVER
Oeologto Materiae ORTI►ASH /
Depth to Standing Water. c)' L 1, : q L ' O
Depth to Weeping Water.
A,A.
Depth to Mottling(Color):
6 Eider Road
Est Seasonal High OWI:
USGS Obwrvatlon wen:
Date of Last Measurement �� / W Z 9 ZaN__ p
Comments N O ✓ , Q
arr.
PRGIECT LOCATION 6 Eider Road
/f r,=
Yarmouthport, MA
R '�"'�
ASSESSORS MAP 12`3 LOT 41
y/ y�.
M \
APIUCANT
Charlie Mitchell
12 Eider Road
c�ntrZ
Yarmouthport, MA
PREPARED BY
- y
A & M Land Services
33 Old Main Street
South Yarmouth, MA 02664
(508) 398-2121 Fax 394-9642
SCALE. 1 [' = 10'
LATE.- December 3, 1998
/
R77Ev. `
ne. , AOA IV.c1AJt'
s
�.
I LOCUS MAP
/
1l evs .
, f r4
SILOu ! N
R
6 Eider Road
Yarmouthport, MA
DIYG. N0. 98071
SHEET 1 OF 1