HomeMy WebLinkAboutEngineered Plan - 2018TOP OF FOUNDATION _
ELEV. = 100.00 10 FT. MINIMUM
(ASSUMED)
2.70
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
I
PITCH 1 /4" PER FT.
l
I
ELEV.
INTERIOR PIPING IS TO BE
RAISED (BY A LICENSED
PLUMBER) IF NECESSARY
ELEV. _ _97__06_
LIQUID
OUTLET
DEPTH
4 FEET
14 INCHES
5 FEET
19 INCHES
6 FEET
24 INCHES
17 FEET
29 INCHES
L8 FEET
34 INCHES ,
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
10 FT. MINIMUM FROM
SLAB
CLEAN SAND
CONCRETE
INSPECTION PORT
COVERSLOAM
AND SEED
4" SCHEDULE 40 PVC PIPE
MIN, PITCH 1/8" PER FT.
2" LAYER OF
1/8" TO 1/2"
WASHED STONE
6' MAX M
OR FILTER FABRIC
99.�3 MAX
+ VENT
I
6" MAX
P7,55 RAIN.
i
I NOT REQUIRED
LEVELLERS TEE
' g
FLOW LINE
❑❑❑❑❑O❑❑❑❑❑
-�Ma'
T ELEV.
_ _96.81 LEVOE'L
o�
° °
o ° ❑❑❑❑❑❑❑❑❑❑❑ °
GAS
BAFFLE ELEV.
_ _ 9S.h5 6" SUMP ELEV. _ _96.28_
° ° °
° °° ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O ❑ ❑ 0 2' o
3 €° � �T
° °
°o°°
ELEV. _
❑❑❑❑❑❑❑❑❑❑D� o 10
94.05
y
o° e ELEV. = -----
(TO BE PLACED ON FIRM BASE)
_��,4_
TO BE WATER TESTED
2 500 GALLON GALLEYS WITH
1500 GALLON
IF MORE THAN ONE OUTLET
STONE IN AN
,4 ",.
(TO BE PLACED ON FIRM BASE)
13 X 25 X 2 TRENCH FORMATION
ON��a
��<
,35
_�"R'`
3/4" TO 1 1/2" CLEAN
! 3 �" '" �► ,�
e �.I
INDEX
DOUBLE WASHED STONE
FREE OF FINES & SILT
` f K
�
°'
ADJUST ..t..
SEWAGE DISPOS YS'3T AI PPRORI-
'ABLE
ROTABLBEE( WA/ R
,�,...
OBSERVEDUWATERSGS
/ ELEV. _
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV. =
99 3 \
9.4 \\,
LIMIT OF 5'
x 99.5 OVERDIG
M j 99.5 A
99.8 ''. "r SOIL
f
'� TEST
0
99.9 9 7 O
r o
__99.5 99.7 99:9 i t ru.
99.8
DRIVE'99.7
BOX
e\
POND '
.6
t 99.1
99.2
a 1 100. S..
1500 GALLON 99.7
o� 99.2 \ �' ` SEPTIC TANK
99.0
8.9
1 , 0 r
13, 009.3 -� S. F. 30 00
98.3
L
I : , t"T'l
EXISTING SPOT ELEVATION 00
EX -STING CONTOUR----00----
F N AL SPOT ELEVATION 1 0.01
F:NA.L CONTOUR UG - -
S011- TEST LOCATION
UT! TY p0i.E -0-
T00WATEP =Irv'- � =W== ==
CA rBASiN U
GAs LINE G --
CLEAN vT _ C.O.
C __.�..-
CESSPOOL C.P.
j'
DATE OF SOIL TEST AUGUST_16,_ 2018
SOIL TEST DONE BY S�htETSER ENGINEERING
WTNESSED BY
g s ELEV.=____
PERCOLATION RATE _ <A�__ tvIIN./INCH AT 55--- INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
10-12"
FILL
NO
112-16"'
A
LOAMY SAND
OYR5/1
116-40"
B
LOAMY SAND
10YR6/6
40-72"
C1
MEDIUM SAND
2.5Y7/8
72-132"
C2
FINE SAND
NO WATER ENCOUNTERED AT ELEV.
l
3
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT _
TOTAL ESTIMATED FLOW
.. ( 110 GAL./18R./DAY X _3 ER.) _ _ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _-C*vQ- GAL.
w
ACTUAL SIZE OF SEPTIC. TANK _1500 GAL.
SOIL CLASSIFICATION
` DESIGN PERCOLATION RATE
EFFLUENT LOADING RATE _0j4 GAL./DAY/S.F.
LEACHING AREA 4%7.00 SO. FT.
(13X25)+(3MX2)
LEACHING CAPACITY (AREA X RATE) 151ka GAL./DAY
477.00 X 0.74
4 RESERVE LEACHING CAPACITY AORNE. GAL./DAY
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 I
WITHSTANDING N-10 LOADING UNLESS THEY ARE UNDER OR VJETHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 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
PRIOR TO COMMENCING WORK ON SITE
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE ---x__
a.__, DT .i�W'11=- "J-ASss-SS0RS-_MA A.S PARCEL
1.0. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND. SOIL ABSORPTION SYSTEMAND BEE
REPLACED WITH MATERIAL AS SPECIFIED IN , 310 CMR 15.255: (3).
11. EXISTING LEACHING FACILITIES ARE TO`BE PUMPED AND BACKFILLED.
Yarmouth Health Department.
1 P �iO d TED
ame Date
Ai PROVED.- BOARD OF HEALTH
DATE AGENT
i
FA.FOR
GREAT VVESTERN113
0Ll
A. Rit
j 203 SETUCKET ROAD
P. 0. 'BOX 713
cn ✓�PN� ' 385�690C SOUTH DENNIS, MASS. 02660
-�
f _ I DA,T� AUG. 17, 201 8J scALE = 20
REV. JOB N0. r 'I," I.
L
REV.
MAP
LOCATION'. SH-EET 1 G� 1'
G 58`P,4DJ\�'c765-00�tIw \80&-5.45L%Y'1G 2^16 S'r'EFSrR ENO'NEERI`G
dwasnsmeuMfrtevo4xw.s erw"3wm'.ms. 'n<•i+>.+?.,te9ef"sf s'lgeMfH�: 'K: 'wT+deb+m�Y**�iaz%:a+xc>v4..«tC-Mw��i.. .^tiXb'.W.(.r.`H.iar Y:<,b'Y.+.kafb.e:.:ymml. '