HomeMy WebLinkAboutEngineered Plan - Rev. 2016WASHED STONE
X. A „ 100.0 MAX. OR FILTER FABRIC VENT
2.50' 4" CAST IRON PIPE MAX. 97.75 MSN. NOT REQUIRED
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT. FLOW - TEE ., Z
LEVELERS
DEPTH
HORIZ
TEXTURE .
SOS L TEST
TOP OF FOUNDATION
AP
20 FT. MINIMUM FROM . CELLAR OR CRAWL SPACE
10YR5/1 . NO ROOTS
12-22" 'B
DATE OF SOIL TEST JUNE_9 _2016__x_
' 100.tJ0
ELEV. _ _0
10 FT. MINIMUM
10 FT.. MINIMUM FROM SLAB
C
CLEAN SAND
SOIL TEST
WITNES ED DONE
yQN HONE
(ASSUMED)
CONCRETE
INSPECTION
.
COVERS ry
4 SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8' PER FT.
.PORT
LOAM AND SEED
" _
2 LAYER OF
1/8t, TO 1/2"
�
OSEf'` VA�ON I--li�ii.>i� 1 ELEV.=- 100-0
PERCOLATION , RATE < 2 MIN./INCH AT 50 INCHES .
WASHED STONE
X. A „ 100.0 MAX. OR FILTER FABRIC VENT
2.50' 4" CAST IRON PIPE MAX. 97.75 MSN. NOT REQUIRED
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT. FLOW - TEE ., Z
LEVELERS
DEPTH
HORIZ
TEXTURE .
COLOR MOTT. OTHER •
0-12"
AP
LOAMY SAND
10YR5/1 . NO ROOTS
12-22" 'B
LOAMY SAND
10YR6/6
22-150"
C
MEDIUM SAND
2.5Y7/4
FLOW LINE 97.0 rn NO WATER ENCOUNTERED AT 150" ELEV. = 87.5 _
0
ELEV. 97.50
10
MIN. o 0
INTERIOR PIPING IS TO 96.95 2,0. =_ ° • o DES�G6 CALCULATIONS
liii�BS
BE RAISED (BY A LICENSED ELEV, ____� _ 95.67
6" SUMP LEVEL >�6.50 0 ° c 0 10 ELEV. _ ES1GL1 AS 3
IF NECESSARY V. _ . 97.20 GAS = 96,6 ELEV. _ __�__ - __ _ �'° _ NUMBER OF BEDROOMS
PLUMBER) ELEV. --- ELEV. �__� 7 r
2
BAFFLE GARBAGE DISPOSAL UNIT . _
DISTRIBUTION ELEV, ESTIMATED FLOW,
ELEV. 4 HIGH CAPACITY INFILTRATORS, WITH
LIQUID OUTLET ^ __2&5!2__/STONE IN AN ( 110 GAL./BR./DAY X 3 ER `_ � GAL./DAY. '
BOX,
DEPTH TEE(T0 BE PLACED ON FIRM BASE) Z _ REQUIRED SEPTIC -TANK CAPACITY `15
4 FEET 14 INCHES TO BE WATER TESTED '_ GAL.
5 FEET 19 INCHES. IF MORE THAN ONE OUTLET 11� X 36� X 10" TRENCH FORMATION B.17
ACTUAL SIZE OF SEPTIC TANK 1300 GAL. 1
6 FEET 24 INCHES 1500 GAL.LO `� . / 1n SOIL CLASSIFICATION
�1 �®®��++n �' WELL N A DESIGN PERCOLATION RATE <�� MIN./IN.
7 FEET 29 INCHES �. (Td BE PLACED ON FIRM BASE) SOIL ABSO 'RPTION. �1 i ,
8 FEET 34 INCHES SEPTIC T����
ZONE i EFFLUENT LOADING RATE --QJA- .GAL./DAY/S.F.
3/4" TO 1 1 /2" CLEANr ) INDEX LEACHING AREA 474.33 SQ. - FT.
DOUBLE WASHED STONE SYS i �.� ISS ADJUST
(11X35)+(47X2X10/12)
FREE OF FINES & .SILT LEACHING CAPACITY (AREA X RATE) MUM GAL./DAY
4. 4 74
7.33X0.
t +o A c - USGS PROBABLE WATER TABLE ELEV..=
__,.... '
SEWAGE DISPOSAL SYSTEM, PRO ILL OBSERVED WATER TABLE ( / / ) ELEV. _ _�N� RESERVE LEACHING CAPACITY _��'� GAL./DAY
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ $M�12_ .
- N O OTES
1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
-TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE,
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE
3. ALL COMPONENTS OF THE SANITARY SYSTEM .SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR, PARKING AREAS H 20 LOADING SHALL BE
00.5 \
R UNITS E SHALL
USED UNDER O N 10 FT. -OF -DRIVES OR PARKING
4. ANY MA50NARY USED TO BRING COVERS TO GRAD
. - 8E MORTARED 1N PLACE. `.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE Vt%7f-i
\ DEEDED OR ZONING REGULATIONS- OWNER / APPLICANT.'IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE
98.1 �O 7.CONTRACTOR 1
. S TO VERIFY GRADES AND ELEVATIONS AS WELL' AS
ORKLON
ANY
x �0� 99.8 0 � ,. S�OCONDITIONS
BROUGHTPRIOR0 THE ATTENTION COMMENCING
OF .THE DESIGN SITE.
TION
ENGINEEP.RIA
99.4 �. \ IMMEDIATELY.
. s
100,2- " . 8: PARCEL IS. IN FLOOD ZONE
<.
100 -9' LOT IS SHOWN ON
3 99 3 S hX AS 'PA�tCEL --11--
140.3 ,.
�,� � � - . -- 10. EXISTING CESSPOOLS SARESTO BE PUMPED AND. REMOVED ALONG WITH
ANY POLLUTED SOILS ENCOUNTERED. .
I 100.3
100.5
x 98.8 97.0
99.8 \
99.2 SOIL
x TEST P .5
8 D , P2 96.4 r.;/T��� .� < y ..� Ya>I•a�a®>l�th He�Ith Department
BOX --100 99.$
�� 1
ce x 96.1
r % a
o � / t1°Ie Date
a ka. til
0 I E
v , 1
00
99.1 4: `�v
70
Ci
.. a
x ! f
O �
4a. �
,1. 1500 GALLON
h 98.0
p w O y
APPROVED: BOARD 01 H -E L tH
SEPTIC TANK
99.5 r� y:
00 n oo z
,,, „ 1 DATE AGENT