HomeMy WebLinkAbout160 Summer Street Topographic Site Plan 4t
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\ \\\ \ \ \\\ 174 Of Ac..F. \
\\ \\ \\ \\ \ MAP 104
\ \ \ \ \ \ PARCEL 9.2 \
I /
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I
\-- --------
I
114 \\\ ( l \ \
\A - - - - - - - - 104
------- 102
0
1 \ \
\ \\ A 100 -
a BOULDER WALL 28 \\ \\ \\ \\\ \\\ \\ \\\ v4P Ok
\ 1 d
116--,, g \ \\\ \�4
#1
Olt
*PROP \ ` �1\ \ \ b, \I
GARAGE
1� lei too
WORK // i
SHOP
\12ROPOSED! i o ( '' \ \ 'A II /
DRIVEWAYi
PROVIDE SUITABLE I
-�-E%ISTINGPATH- \\ \\ \ \\ J
_ _ -
DRAINAGE INTECEPT ' - - - - - - 116 I I }S
C) DRIVEWA
ON LOCUS ^_' -- -- �_ 'I- W ' PROPOS
S 0903'38" W ___�__= ,-'`
TOP OF FOUNDATION
E4 - 117.0
FINISH GRADE = 1061
b
6' OF 3/4- TO .., .. '.
1-1/2- DIA S GNE
BELOW TANK
horizon
COMPACTED BASE
W/YER OF
CRUSHED STONE
SEPTIC TANK
xv..lrso0
PRECAST REINFORCED CONCRETE
117.0-116.7
CAPACITY: 1500 GALLONS
ALL PIPE TO BE 4' DIA.
(H-10)
PVC TIGHT JOINT WITH
OO
MINIMUM SLOPE OF 1/8'
00
PER FT.
co
MANHOLE AND COVER -MIN 24' DIA
RAISE COVERS TO MTHN 6'
OF FINISH GRADE
PLAN
1 inch = 20 It.
f LAYER OF 1/d' - 3/6- DMA.
MS'J' SIDE OR FA -1-
dept, (in)
horizon
COMPACTED BASE
W/YER OF
CRUSHED STONE
J n 0)
(H-10) taOCS) t701NG D -m MUST
RELAN LEVEL. FOR T-0'
xv..lrso0
�
117.0-116.7
M
1 R N
2
.-- ❑mcn 00
OO
:a00000oo
00
❑mooanolo
co
❑OI]OOOIDID
Do
'LJ >- - tai.
dept, (in)
horizon
COMPACTED BASE
W/YER OF
CRUSHED STONE
J n 0)
(H-10) taOCS) t701NG D -m MUST
RELAN LEVEL. FOR T-0'
mottling
BEFORE PITCHING DORN TO
117.0-116.7
LE14HK FACUTY OR
0
PROVIDE 'SP® LEVELS'
SEPTIC
SYSTEM PROFILE
NO SCALE
3/f - 1 1/7 DA
383,15'
le DIA MANHOLE WITH CONCRETE COVER
AND FRAME BROUGHT TO WTHN 6'
OF FINISHED GRADE
1
...........
1151 Mimi 111111111110101
1 1 DOUBLE Wl9O Sive 1 1 �,'� I- -
42'
TYPICAL LEACH SYSTEM GROSS SECTION
NO SCALE
SAS C2r=-CT N_ 4 PRECAST 500 CvALLON DRYWIIiS (H-20 RATED) AS MANUFACTURED BY SHOREY
FAUST. MC CB APPRDVED EQUAL, SET END -TD -ENO N A 13 FT. WIDE X 42 FT. LONG EXCAVATION TO
T1f DEPTH AND ELEVATIONS SHOWN, SURROUNDED BY DOUBLE -WASHED 3/4 TO 1-1/2 NCH GRADED
O'AAT7 S70W TO THE ELEVATION SPECIFIED ON THE CROSS SECTION SAS FACILITY SHALL BE COVERED
arH ST -ABLE GEOTEXPLE FILTER CLOTH AS A SUBSTITUTION FOR TEE 2 NCH PEASTONE COVER LAYER,
N 14� 7� -
26g 46'
VIM
/
/
/ / \
/ BENCHMARK: o
SPIKE FOUND o
EL. = 98.71 N ^ \
DEEP OBSERVATION HOLE #I
Test Date: JUNE. 19,1997;
Witness: AMY VONHONE, RS, YARMOUTH HEALTH DEPT.
PERFORMED BY Stetson Hall. RS
elevation
dept, (in)
horizon
texture
color
mottling
other
117.0-116.7
0-3
0
organic
10 YR 2/1
116.7-116.6
3-4
E
loam. sand
10 YR 5611
SHOWING
116.7-114.8
4-26
B
loam. send
I OYR 6/4
OPTIONAL)
114.8-112.8
26-51
Cl
cw m. sand
IOYR 7/4
SINGLE FAMILY DWELLING
111.7-107.0
51-64
C2
fine sand
IO YR 7/3
(dense)
LONG TERM HYDRAULIC LOAD RATE = 0.60 GATAX.
107.0-1063
64-126
C3
loam. sand
10 YR 7/3
ASSESSORS MAP 104, PARCEL 9.2
rareat matertat: glacial moraine / ice contact
Depth to Grrnmdwater. Not found
PERC. TEST DATA: test at 60 im to 78 in. depth
12 in. - 9 in. - 3 min. 1 sec.; 9" to 6" in 3 min. 36 sec.
PERC RATE = 5MPI in CI & C2 layer
DEEP OBSERVATION HOLE #2
Test Date: JUNE 19,1997;
Witness: AMY VONHONE, RS, YARMOUTH HEALTH DEPT.
PERFORMED BY Stetson Hall, RS
elevation
depth Cm.)
horizon
texture
color
mottling
ot1her
114.0-113.7
0-3
O
organic
10 YR 2/1
113.7.113.6
3-4
E
loam sand
10 YR 6/1
SHOWING
113.6-111.0
4-36
B
loam sand
IOYR 6/4
OPTIONAL)
111.0.1063
36 - 90
CI
loam sand
IOYR 7/3
SINGLE FAMILY DWELLING
106.5.105.0
90 - 108
C2
silt loam
10 YR 7/3
(dense)
LONG TERM HYDRAULIC LOAD RATE = 0.60 GATAX.
Palen material: glacial moraine / ice contact
Depth to Groundwater: Not found
PERC TEST DATA: See teats I & 4
DEEP OBSERVATION HOLE #4
Test Date: SEPT. 24,2014;
Witness: AMY VONHONE, RS, YARMOUTH HEALTH DEPT.
PERFORMED BY Robert M. Perry
elevation
depth (in.)
t/Elloamsand
texture
color
mottling
other
110.0-109.5
0-9
A/E
loan. sand
IOYR6/2
109,8-107.0
9-36
B
sand. loam
10 YR 5/8
SHOWING
107.0-102.0
36-96
1 Cl
sand. loam
1(lYlt 6/6
OPTIONAL)
102.0-100.0196.1
20
C2
loam. sand
10YR 5/6
SINGLE FAMILY DWELLING
Patent matenat: glacial moraine / ice contact
Depthto Groundwater: Not frnmd
PERC. TEST DATA: TESTED @ 66 IN. DEPTH
12" -9" IN 8 MIN. 44 SEC.; 9" .6" IN 15MIN. 42 SEC.
PERC RATE = 6MPI CLASS R in Cl layer
DEEP OBSERVATION HOLE # 5
Test Date: SEPT. 24,2014;
WitWS3: AMY VONHONE, RS, YARMOUTH HEALTH DEPT.
PERFORMED BY Robert M. Perry
elevation
depth (in.)
horizon
texture
color
mottling
other
107.1-106.3
0- 8
A/E
loan. sand
10 YR 52
106.1-103.9
8-37
B
sand. loam
10 YR 5/8
SHOWING
I03J - 97.0
37-120
Cl
sand loam
IOYR 5/4
OPTIONAL)
rarer tnatenau glacuat moraine / ice contact
Deptt to Groundwater:Not found
PERC. TEST DATA: SEE TEST HOLE 4
PEIC RATE = 6MPI CLASS R in Cl layer
N
J/LOCUS
e
KEY MAP
NO SCALE
YARMOUTH, MA
GENERALNOTES
1. PLO REFERENCE: TOPOGRAPHIC SURVEY PREPARED BY TERRY WARNER, PLS DURING SEPTEMBER 2014
2. ELES'ATION BENCHMARK IS A SPIKE FOUND WHERE SHOWN. TRANSFER ELEVATION FROM THIS POINT
TO THE CONSTRUCTION AREA PRIOR TO COMENCING WORK.
3. ALL IEPTTC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL CONFORM TO THE STATE
SANITARY CODE, 771T.E 5 AND TOWN OF YARMOUTH HEALTH DEPT. APPROVAL FOR THE DESIGN.
4. SEPTIC SYSTEM INSTALLATION CONTRACTOR SHALL VERIFY THE NEW EXISTING BUILDING SEWER PIPES
PRIOR TO MAKING ANY CONNECITONS OR SETTING COMPONENTS
5. WATER SERVICE PIPE SHALL BE LOCATED A MIN. OF 10 FT. TO ANY SEWAGE SYSTEM COMPONENTS
6. SOILTESTS INDICATE THAT OVER -EXCAVATION IS RECOMMENDED TO ENHANCE SAS FUNCTIONALITY. A
5 FT. PERIMETER EXCAVATION CAN BE MADE SURROUNDING THE SAS. RE -FILL THE EXCAVATION WITH
CLEAN SAND MEETING TITLE 5 FILL REQUIREMENTS CONSTRUCT THE SAS IN THE NEW MATERIAL. SAS
IS DESIGNED FOR THE SOIL AS ENCOUNTERED.
7. A 40 IDL THICKNESS VINYL LINER SHALL BE PLACED WHERE SHOWN TO MEET WITH THE SLOPE
REQUIREMENT. SEE PLAN. RESERVE AREA RECEIVES THE LINER ALONG IT'S ENTIRE DOWNSLOPE SIDE
TO THE ELEVATIONS SPECIFIED.
& CONTACT CAPE COD ENGINEERING, INC. PRIOR TO EXCAVATION TO REVIEW OVER -EXCAVATION
OPTIONS AND TO SCHEDULE SOIL VERIFICATION INSPECTION IF REQUIRED.
9. REPLACE THE STOCKPILED SUBSOIL ("B- HORIZON) PRIOR TO ROUGH GRADING AND TOPSOIL
APPLICATION AND LAWN SEEDING. LANDSCAPE IMPROVEMENTS SHALL BE AS DIRECTED BY THE OWNER
10. FULLY COMPACT ALL PIPE BED TRENCHES BENEATH ANY DRIVEWAY PAVEMENT AREAS PROVIDE /
SUITABLE COMPACTED BASE COURSE PRIOR TO PAVING. 7_
11.LNS1kUERSHALL CONTACT ENGINEERATTIME OFSYSTEM COMPLETION PRIORTOEARTHCOVERINGx ;Huth Health Departme:rt
FORSYSTEM CERTIFICATION IF REQUIRED BY THE TOWN. 1-�i JC V
12. CONTACT ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOIL CONDITIONS ENCOUNTER)D
ED
DURING CONSTRUCTION. J;��am
57 X14
13. NO IuNOW,N WELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC SYSTEM. THE SITE IS SERVED BY Date
TOWN WATER -�
7ehr /
s/7 -e
0
12/9/2014
ADD LINER
REVISIONS
DESIGN DATA
HYD. LOADING: DWELLING- 4 BEDROOMS X 110 GPD/BR= 440.0 GPD
TOPOGRAPHIC SITE PLAN
SEPTIC TANK DESIGN
SHOWING
440 X 200% = 880.0 GPD - PROVIDE A MIN SIZED 1,500 GAL. SEPTIC TANK PRECAST CONCRETE - ST 1500 -H-10 (11-20
OPTIONAL)
PROPOSED CONSTRUCTION OF A
SAS DESIGN
SINGLE FAMILY DWELLING
PERCOLATION RATE - 6 MPI, CLASS H
AT
LONG TERM HYDRAULIC LOAD RATE = 0.60 GATAX.
160 SUMMER STREET, YARMOUTHPORT, MA
SIDE AREA =2 (12.8'+ 42) (2') = 219.2
ASSESSORS MAP 104, PARCEL 9.2
BOTTOM AREA = 12.8'X 42' = 537.6 S.F.
LOADING: 219.2 S.F.+537.6 S.F. X 0.60 GAL'SXJDAY = 454.1 GPD
PREPARED FOR
TOTAL LEACHING CAPACITY = 451.1 GPD
PETER AND CYNTHIA EASTMAN
"THE DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL 1 VIT
??
t of a�4.M OCTOBER 20, 2014 SCALE - AS NO
T OFMg S
*` s,
}�4
2
Pnn�R� PREPARED BY
oo ANNY
K v 1 CAPE COD ENGINEERING, INC.
WARNER
C'3` „ ROBERT M. PERRY, P.E.
oP No. 38721
� �� e
P.O. BOX 1517 �
G.c.E '
F r " ` EAST DENNIS, MA 02641
- TEL: 508-385-1445
EASTMAN.DWG
(G//l
s/7 -e
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