HomeMy WebLinkAboutEngineered Plan - 2017WASHED STONE`
6,. A CIT. 7 S M� X. OR nL't•ER FABRIC VENT
3.00 4" CAST IRON PIPE V1.53 'IAl, NOT REOUIRED
- (OR EQUAL) ,MINIM UM
- PITCH 1/4 PER FT. FLOW TEE
LEVELERS
DEPTH
HORIZ
TEXTURE
COL
OR
MOTT.
OTHER -
0-5».:
Ap
LOAMY SAND
101p5/1
NO
ROOTS, .
5=21»
B
LOAMY SAND
10
.€/6
ROOTS
20 FT. MINIMUM FROM .CELLAR OR CRAWL SPACE
C
MEDIUM SAND
DATE OF SOIL TEST APRIL
7 2017
.TOP_OF FOUNDATION
I ROt,! SLAB -:
10 FT. MINIMUM F
- i
- • , - <:. SOIL TEST DONE BY S>rE TNR
ENGINEERING
-
,., � ..�a:.am-a.�sus»..-_�...iscm:.�.a.-.aoaz:..,e,.•.-..�r,.c..m.-:«�zr.
100.OJ
ELEV. - _
10 FT. MINIMUM
, �.,� _
47,
CLEAN SAND
NJ TNESS.�D BY _P.�t�AUD
€.
ASSUMED _
CONCRETE
'n^• .r+n X44 �s+.^: � 'r �'�• p. nrM �'+@',
INSPECTION PORT
-
COVERS „
UE40PVCPIFE
4 SCHEDULE „
MIN.. PITCH 1/8" PER FT..
LQAM AND SEED
.,
2 LAYER OF
1 8.70 1 /2
,:, e a -; _
aa�,:� � UL
� .�g d:' CMI
�I N
PERCOLATION RAT_----- A ,N./I� C ,
EL�V. - 97.6 -
--
5O INCHES
AT ___
WASHED STONE`
6,. A CIT. 7 S M� X. OR nL't•ER FABRIC VENT
3.00 4" CAST IRON PIPE V1.53 'IAl, NOT REOUIRED
- (OR EQUAL) ,MINIM UM
- PITCH 1/4 PER FT. FLOW TEE
LEVELERS
DEPTH
HORIZ
TEXTURE
COL
OR
MOTT.
OTHER -
0-5».:
Ap
LOAMY SAND
101p5/1
NO
ROOTS, .
5=21»
B
LOAMY SAND
10
.€/6
ROOTS
21-132"`
C
MEDIUM SAND
2.5.7/4
rni ENCOUNTERED AT 132" ELEV.
FLOW 'LINE `?5, 7 NO WATER ENCOU TE D
97.
10 -
ELEV. 00 = _� -------
o
.. ELEV��. a �.
6 l. a,..iMIN.. ELEV.6 LE4EL ,;� .aD¢ ,
S n r 6 SUMP ELEV. _ _ �` ,_?. NUt'BER OF BEDROOMS '
ELEV. - _E3. 0_ GA _ S-45
BAFFLE ELEV. -= ---"- � �.� 5 GARBAGE DISPOSAL UNIT
DI 7H> 0 i ; TOTAL ESTIMATED FLONAJ ,
ELEV. = 6 NIGH CAPACITY INFILTRATORS, WITH.
UID OUTLET �a __ STONE IN AN s: - c _-
L10 �r, `' 110 >DJ"L./';'./b14Y'XI3."_ GAL./DAY
DEPTH TEETO BE PLACED ON FIP,M BASE z
( ) TO BEWJATER TESTED - , r•�'S - REQUIRED SEPTIC TANK CAPACITY GAL.
4 FEET 14_, INCHES 11 X 41 X 10 TRENCH F0RMr',Ti0N ACTUAL SIZE OF SEPTIC TANK __ GAL.
5 FEET 19 INCHES"k'g. kr IF MORE THAN ONE OUTLET
SOIL CLASSIFICATION I
6 FEET 24 INCHES t"° ''�'r'�`��gg����R ih'ELL�A �; C �,_ MIN. IN.
9 INCHES w� s (TO BE PLACED ON FIRM BASE) SOIL . ABSOi�t i ID"fir w ONE DESIGN PERCOLATION RATE. � MIN./
IN. FEET 2�« I Z I`
8 FEET 34 INCHES ISI 6 t d 1NK '
1 � EFFLUENT LOADING PATE >�,�A•� GAL./DAY/S.F.
3 4" TO 1 1 2" CLEAN �. t � �, -INDEX _ -_
�w*,,., $f >" _' LEACrI,NG. AREA - C-.�•�+� 50. FT. '
DOUBLE WASHED STONE Y € ADJUST.±
k (11X,5)+(5n� .,2X10/12)
FREE OF FINES & SILT -'
-3-On-
LEACHING CAPACITY (AREA X RATE) A - GAL./DAY:
n � WATER V. _ ..:. : 23 '13 0.7�
#��y a A,
or - if USES PROBABLE �,A � tR TAI�LE ELEV. __ _ �.��.. X ger
144.
I..�F` r , r I�. _� Pin «.. OBSERVED WATER TABLE { / / ) ELEV.._ : RESERVE LEACHING CAPACITY . �01d1' GAL./DAY
E �E ELEV.; .
NOT TO SCALE : BOTTOM OF TEST HC
. C L� Sn,LA i o,tbQ
1. ALL WORKMANSHIP AND MATER IS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE..
• j 2. ALL COVERSTOSANITARY UNI- S SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SAN 's A.RY SYSTEM SHALL BE CAPABLE OF
V41THSTA.NDING H-10 LOADING IINLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
96.9 USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
- 4. ANY r;!ASONARY UNITS USED TU BRING COVERS TO GRADE SHALL'
BE MORTARED IN PLACE.
5. NO DETERMINATION
HAS BEEN 'ADE AS TO COMPLIANCE WITH
1 DED OR ZONING REGULATIO IS.:O�'JNER APPLICANT IS TO .
DEE /
OBTAIN SUCH DETERMINATION f ROM APPROPRIATE AUTHORITY.
6, UTILITIES SHOWN ARE APPROXIVATE ONLY, EXCAVATION CONTRACTOR
x 98. IS TO CALL ."DIG -SAFE" AT 1-388-344-7233 AT LEAST 72 FOURS
o ` PRIOR TO COMMENCING WORK IJ SITE.
s p 7. _CONTRACTOR IS TO VERIFY GR DES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COt;!ENCIhdG WORK ON SITE. ANY VARIATION.
0 x IS TO 8E BROUGHT TO THE AT , OF THE DESIGN ENGINEER
98.6 IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE. X
\ !
✓O' \. ,, Ai aCc�Cnc, 30 AS--".2C�
s Q 9= L0_T.sS�SPIO,Y!�._0 AP
-- --
_ LOT .26-27, 10. EXISTING SEPTICS ARE TO $E UtPED AND BACKFILLED.
d_
- ` 13, 089.6 f S. F.
,
v% x 97. x 98.5
96 5 r ti r --y
•
ij
98.6
97 L ddd
..
1 TV
d,. CK IS BEING :-zP,4.: : �\ ,
ue
.• .
MODIFIED TO .
97.8 \ •� �_ s
;( {, ALL O�"J 'INSTALLATION_ y'
OF TANK97
.tea.
.O. 1500 GALLON ti• . �C-
x 99 0� SEPTIC TANK -
`) 98.7
9s 1�•! 99.4 a E
f
99.1
99.5:
SOIL
D. DATE AGEPJT
/ 6.4 TEST BOX;
i
1
f
i
i
x 95'
$- C.O. ,^
OQ' 99.8
x 98.2
�o-
997
4!x.4
.r xr ..• A
f•,, 99.9
&'. fid°ti"n' !•
pX
EXISTING SPOT ELEVATION 00xO�;
EXISTING CONTOUR---- 00_.x_
FINAL SPOT ELEVATIO`yx
r0.0
FINAL CONTOUR
SOIL TEST LOCATION -�
UTILITY POLE
TOWN WATER -W-. W
CATCH BASIN: .. : .
�7 - REV, c °.
GAS LINE LOCATION MAP
CLEAN OUT
C.$. SN SET 1 O 1 }
CESSPOOL C.P. Q ' ra 7�4S-A� Di4G til 2017 St:'"ETSER ENGI3JEER.l,•IG
C. �s 1F�o✓aa,s� -00 �d S.
FOR
T-71
71
p
�->.T.."c: �waess.�
,rmse».sccv�. .a��mr,wm
,., � ..�a:.am-a.�sus»..-_�...iscm:.�.a.-.aoaz:..,e,.•.-..�r,.c..m.-:«�zr.
LOC.
47,
€.
a w*+vr ,�.' v� : 'K
'n^• .r+n X44 �s+.^: � 'r �'�• p. nrM �'+@',
g
4
'1$j
it
202
SETUCKE ; ROAD
VC8-
0. BOO 713
385-6900 SOU -'H
DENNIS, MASS.. 026ro
�,•..,wrv..e+.ee
.r.. _��
s
- - ...,«.g�r:•sa.;.<;;
,-arm v.ex.>,w�se�,arn�.s:rsrs.=�x.e��•.�,rs.--.uw-,r�,.c..'.
DATEAPR. 281 2D17
scALE 20'
REV.
JOB Pd O,E,
n,
N
TOWN WATER -W-. W
CATCH BASIN: .. : .
�7 - REV, c °.
GAS LINE LOCATION MAP
CLEAN OUT
C.$. SN SET 1 O 1 }
CESSPOOL C.P. Q ' ra 7�4S-A� Di4G til 2017 St:'"ETSER ENGI3JEER.l,•IG
C. �s 1F�o✓aa,s� -00 �d S.