HomeMy WebLinkAboutApp# 9-A014TOP OF FOUNDATION
ELEV. - 101.10 --�
LEGEND:
20 FT. MINIMUM FROM :ELLAR OR CRE
FT. MINIMUM 10 FT. MINIMUM FROM SLAB
CONCRETE
OE
VRS
// 4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
4" CAST IRON PIPE
PITH EQUALPERMINI FTM LJI
ELEV. 43.10 _ / U MIN. I I p
J LEV. _ _9260_ LEVOEL
ELEV. _ _4� GAS ELEV. = 9� 6" SUMP ELEV. _ _9210
BAFFLE DISTRIBUTION
ELEV. _
OUTLET (TO BE PLACED ON FIR .SE) BOX _261J
14 INCH S TO BE WATER TESTED
19 INCHES C IF MORE THAN ONE OUTLET
29 INCHES 500 GALL (TO BE PLACED ON FIRM BASE)
34 INCHES SEPTIC TANK 3/4' TO 1 1/2" CLEAN J
DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTEM PROMS
NGT TO SCALE
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
1/8" To 1/2' DESIGN CALCULATIONS
WASHED STONE VENT NUMBER OF BEDROOMS 2
1'3.60 MAX, OR FILTER FABRIC NOT GARBAGE DISPOSAL UNIT
93.35 MINN. REQUIRED TOTAL ESTIMATED FLOW110 _
z REQUIRED SEP�� NK CAPACITY '�1Q_ GAL/DAY
ACTUAL SIZE OF SEPTIC TANK -1� GAL.
2.0 v SOIL CLASSIFICATION L
DESIGN PERCOLATION RATE MIN./IN.
e c e EFFLUENT LOADING RATE GAL./DAY/S.F,
LEACHING AREA SO. FT.
•10' • ELEV. _ _� _ (11X36)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE) MLP4 GAL./DAY
474.33 X 0.74
4 HIGH CAPACITY INFILTRATORS PATH KESEKVE LEACHING CANACIIT 331,W GAL./UAT
J STONE IN AN =
11' 7! 36' X 100 TRENCH FORMATION '17
SOIL ABSORPTION of N/A
SYSTEM (SAS) INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. _
OBSERVED WATER TABLE ( / / ) ELEV. _
BOTTOM OF TEST HOLE ELEV. _ _5410
i
�Nrn j [tm7kw. lo
(�l
• ryi.9
93 9 160.05'
e
LOT 18 7
BH 97.9
1OX12
DECK
- -(96)-
0 (96)
o
I
1
L
z
.8
oM
40.0'
\\ \ 141.797.2
-
• 98.3
EXISTING SPOT ELEVATION 00.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
jjF
FINAL CONTOUR
SOIL TEST LOCATION Q
UTILITY POLE -O-
TOWN WATER -W�++=�W
CATCH BASIN®�
GAS LINE
CLEAN OUT
CESSPOOL C.P. a
8598.0
9 /�1\
(f
AI,
I 97.7
3I
I
p
3
96.52 98.6
3
t SA3(ZWr
' ., dASE7IdNT
10 E 2,000 SQ.. YT. f W
175.91 '
• 99.0
O I I 40 00' b
• 99.0 N(o p uNj�
�h�
58 000
a
N81'07'10„w 443 48' 40.00' Z
DA IiENPORT REAL TY TRUST
8K. 11976 . ,gfy 28
NITROGEN AGGREGATION
"CREDIT LAND"
1 „ _ 40,
DATE OF SOIL TEST JAN ARY.25�2007-
SOIL TEST DONE BYSTONE_
WITNESSED BY P. RENAUD
OBSERVATION HOLE 1 ELEV.-_ 95.30
PERCOLATION RATE MIN./INCH AT -68_ INCHES
DEPTH
�
L.C.
3�446A (.CCNF.;
MOTT.
PL.
B 338 PG. 8�
\
FILL
1 935 S. F. t
rn
E=t0YR5/1
42-46"
0/A/E
\
TEST
\19"J\ HOLE 2
\
• 94.0 /----�\N
7.5Y_5/2
f
C1
lom
2.5Y6/6�
Lo
BOULDERS
I
NI
95:
o)
w o
F
ry
95.5
1500 GAL
SEPTIC Ti
L7.81
1100'
TEST -
D.
BOX
MOLE 1
7�4�--
--
L
BH 97.9
1OX12
DECK
- -(96)-
0 (96)
o
I
1
L
z
.8
oM
40.0'
\\ \ 141.797.2
-
• 98.3
EXISTING SPOT ELEVATION 00.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
jjF
FINAL CONTOUR
SOIL TEST LOCATION Q
UTILITY POLE -O-
TOWN WATER -W�++=�W
CATCH BASIN®�
GAS LINE
CLEAN OUT
CESSPOOL C.P. a
8598.0
9 /�1\
(f
AI,
I 97.7
3I
I
p
3
96.52 98.6
3
t SA3(ZWr
' ., dASE7IdNT
10 E 2,000 SQ.. YT. f W
175.91 '
• 99.0
O I I 40 00' b
• 99.0 N(o p uNj�
�h�
58 000
a
N81'07'10„w 443 48' 40.00' Z
DA IiENPORT REAL TY TRUST
8K. 11976 . ,gfy 28
NITROGEN AGGREGATION
"CREDIT LAND"
1 „ _ 40,
DATE OF SOIL TEST JAN ARY.25�2007-
SOIL TEST DONE BYSTONE_
WITNESSED BY P. RENAUD
OBSERVATION HOLE 1 ELEV.-_ 95.30
PERCOLATION RATE MIN./INCH AT -68_ INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-42"
FILL
t0YR4/3
NO
E=t0YR5/1
42-46"
0/A/E
LOAMY SAND
10YR4/3
82-132"
LOAMY SAND
7.5Y_5/2
C1
MEDIUM SAND
2.5Y6/6�
_ -
BOULDERS
NO WATER ENCOUNTERED AT 132' ELEV. - 84.30
OBSERVATION HOLE 2 ELEV.= 95.10
11
DEPTH
HORIZ
I TEXTURE
COLOR
MOTT.
OTHER
0-24'
FILL
t0YR4/3
NO_
_
E=t0YR5/7
BOULDERS
24-30"
30-84"
84-120"
120-132'
_
0/A/E
0
61
C2
IOAMY SAND
LOAMY SANO
MEDIUM SAND
MED./COAR. SAND
7 5Y5/2
2.SY6/6
2.5Y7/4
NO WATER ENCOUNTERED AT 132" ELEV. - 64.10
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H -2D LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
134 , PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDIAONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BC BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.'
8. PARCEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP 115 AS PARCEL 87
9A. CREDIT LAND LOT IS SHOWN ON ASSESSORS MAP 109 AS PARCEL .37
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
F''�R A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
11. THE TOTAL AGGREGATE AREA OF BOTH LOTS IS 20.935 S.F..
12, THERE IS TO BE A DEED RESTRICTION RECORDED AT THE REGISTRY OF
DEEDS LIMITING THE SEPTIC FLOW TO A MAXIMUM OF 2 BEDROOMS
13. APPROVALS REQUIRED FROM YARMOUTH BOARD OF HEALTH:
A. NITROGEN AGGREGATION PLAN.
YARMOUTH, MASS.
NITROGEN CREDIT IACi�s
LAND LOCUS �•.
Q
'o
4
Q
�Al
2m
Ia _
t
RECEIVED
A
DEC 2 2 2008 -
YAP.MOUTH
RL KING'S HIGHWAY
O�ARD OF HEALTH
FEB 10 2009 1'
DATq OLO KIND ` AGENT
PROPOSED SEPTIC DESIGN
FOR
DAVENPORT REALTY TRUST
ova il [04 1.7 1 ; 'die 1
S WE 01 Awuw
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
598_3922 SOUTH DENNIS, MASS. 0266C
°ATESEPT. 10, 2ood FsCALE 1 " = 20'
REV. OCT. 8, 2008 JOB No. 6767^0
LOCATION MAI' = =• -- ! SHEET 1 OF 1
C: 1 58 1 PRO,71 6767 OOA+dw Y=6;7,67,-"8:DWG 0 2008 SREETSER ENGINEERING
YAR✓ J , ...
. _ OLD KINGSHiL� 9=AU14