Engineered Plan - 201720 FT. MINIMUM FROM CELLAR OR CRAWL SPACE r J!JLY 19 '2017
TOP OF FOUNDATION DATE OF SOIL TEST
r e 10 FT. MINIMUM FROM SLAB _ __._ _
V = 1013.00 10 FT. M114!,IUh,1 SOIL TEST DONE -BY SNi ETSER ENGINEERING
ELEV. CLEAN SAND
WITNESSED BY F,_,EENLUD .
(ASSUMED)
CONCRETE.
INSPECTION PORT
COVERS
p s ,s ;, ,� , _ 97.3
4" SCHEDULE 40 PVC 'PIPE LOAM AND SEED _ _ . � a .. � ,
_ �., .:.'�;.� sa t�o`;. ECFV.-
r MIN, PITCH 1/8" PER FT. 2 LAYER, OF
1/2
8
1/" TO PERCOLATION 'RATE < MIN. INCH AT 3?' INCHES
WASHED STONE'
M X
6 M 0;3.0 MAX. OR'FILTER _FABRIC VENT_
35 4 CAST IRON PIPE 6 AAX ` 5.7a MIN. NOT REQUIREI?
(OR EQUAL) MINIMUM
PITCH 1 /4' PER FT, Z
FLOW TEE
LEVELERS
DEPTH HORIZ
TEXTURE
COLOR MOTT.
OTHER
0-771 A/E
LOAMY. SAND
10YR6/1 NO
ROOTS
7-21" B
LOAMY SAND
10YR7 4
ROOTS
21-138" IC '' .;
MEDIUi,! SAND : „
2.5Y7/4 `
FLOW`INE ¢ . o; R"
L u�.0 I , Pt0 WATER ENCOUNTERED AT.,_.:13�..,:' ELEV. _ _85_8
loll
ELEV. 97-00
MIN. o o � ��fx^� ::4 • ar; �"ate ..,k.f�a
'�j
'.
1
ELEV. _�a.4�_ .. �..� . �.. , fir. x.� •a� ,.��� • � . �� .. o_
LEVEL i0 t57
o _ 83.07 �, Ss S
.. o ELEV. - __� F. t,4 2. DEaC,. �.�
R".70 S T 6 SUMP 8,80 M c NUMBER 0 BEDROOMS _
ELEV. _____ _ GA ELEV. - _94.67 ELEV. -----
:.BAFFLE - _ �! _ R-, GARBAGE DISPOSAL UNIT
. ,; sTOTAL ESTIMATED FLOW
41 ELEV.
T rw : 4 HIGH CAPACITY INFILTRATORS WITH ( %� % ) /
LIQUID OUTLET a"{i. 110 Gr11J . R. OitY.X r�. _ vAL. I�.AY
r- = _ STONE IN AN : y; REQUIRED SEPTIC TANK CAPACITY `0- GAL.
_PTH TE a...• �s•�� z
(TO BE PLACED ON FIRM BASE) 07 ACTUAL SIZE `OF- SEPTIC TANK _ 0,3 GAL.
4 FEET 14 INCHES TO BE WATER TESTED 1' S',, X 1 TRENCH FORMATION
5 FEET 19 INCHES '" r' '" 1 IF MORE THAN. ONE OUTLET 1 X : 0 N`; SOIL CLASSIFICATION
6 FEET 24 INCHES T I"w•--Irm,ae WELL A I DESIGN PERCOLATION RATE S_��_ MIN./IN.
r _ �� IO BE PLACED ON FIRM BASE '`; gt ,,, 1--- -
EFFLUENT LOADING RATE _.I 4._ GAL. DAY S.F.
7 FEET 29 Iit HES s .' " ., t.. a ':< l £ .`fr k` ZONE / /
8 FEET 34 INCHES e. :� r :`b s ( ) �T a3 '
3/4" TO 1 1 2" CLEAN - F LEACHING AREA ,�y�".33 SQ. FT.
/ / t moi'.::q INDEX
DOUBLE WASHED STONE ADJUST (11X35)+(47X2X10/12)
FREE 0F FINES & SILT _ LEACHING CAPACITY (AR A'X RATE) __-----GAL /DA
Y
'474•.33 X 0.74 _
��, USGS PROBABLE WATER TABLE ELEV. T ? f,-
__. �: •,, ` ,. *, ,,, ,.,:"1 ., ,..z RESERVE LEACHING CAPACITY : �.� GAL./DAY
Tl k>fr'sE... OBSERVED WATER TABLEELEV. = I
-----
NOT TO SCALE BOTTOM (OF • T EST HOLE ELEV. _ __C,5
• � ME
`�{Tai+ ,
.: Tara,S
1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
< TITLE 5 AND 'THE -TO`bN'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 SANITARYSYSTEM SHALL BE. CAPABLE OF
WITHSTANDING H=10 LOADING UNLESS THEY ARE UNDER OR WITHIN
` 10 FT. OF DRIVES OR. PARK!NG AREAS. H-20 LOADING SMALL 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 1N PLACE.
5. NO DETERMINATION TIAs BEEP! -MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. 'OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. : •
6. UTILITIES.SHOVdN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
�
is TO CALL "DIG -SAFE AT 1-888-344-7233 AT LEAST 72 HOURS
r'y jjiOFk* °!`�s T `E q{ PRIOR TO COMMENCING WORK ON SITE.
:R? A'a4 R l:tt�n 4B4f� t"
+ t 7. CONTRACTOR IS TO VERIFY GRADES :AND ELEVATIONS AS ��lELL AS
5, „
LOT 70,� q E ti" R- SITE. CONDIT!ONS PRIOR TO COMMENCiP G VyGr.K ON SITE. ANY VARIATION
x= F1. r IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
11, 550.0 S.F. �. �,„ 1 D G ��
# -;� {a 1P•tMEDIATE _Y.
N1. 8. PARCEL 15 IN FLOOD Z0;
z+` r 4 Cit �,.5 tfi AS PARCEL
., EXISTING SEPTICS ARE TO E PUMPED AND BACKFILLED .OR RE!,"OVED J
_ G �:�� 10 B
NITAf�IN l�
' Tt P' ALONG WITH ANY POLLUTED SOILS ENCOUNTERED.
was.,
,�
A.
A x 98.4
' t Yer> ®�et�i i �2lth Deportment o
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98 8 x -
t , t :• CD -
F * / . VE � ,
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•
Name Date
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n tp. q0 . T
•
9& 0 _ 97.2 -
500 GALLON ;�,
TI TANK98.9 a '`::a �ar . a ; _ �.��
SEP
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ze
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98.1
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97.E �` \, w +` T DATE AGENT
96:4, SOIL o0 97.9 �- �_ 98.1 `98.4::."
�y TEST ♦, \ 0 .s tr:,� .•, a:_r tK~°<� t a., ; r
b Y\ • \ \ O -`` , it a y;. :. �`
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s `J FOR
E
nc C x 97.3: !.
�� �� �, -� I,� RCa�'•Ii?1 r �; �
LE�a„,.
EXISTING SPOT ELEVATION 0010 f
EXISTING CONTOUR"----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR
Zi
G
SOIL TEST LOCATION
UTILITY POLE
__0_
TOWN WATER =W-----W---z
W-----_
CATCH BASIN
`
V®\
GAS LINE
G`
CLEAN OUT
C.O.
CESSPOOL
C.P.0
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DATE JJ t ?< SCALE » �
LY 19, 2017 1 = 20
REV. JOB NO.
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LOCATION MAP: SHEET 1 `OF 1
C.• S8�PR4✓\7879-00 dwg�7679=SASDWG 02017 SWEETSER ENGINEERING
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