HomeMy WebLinkAboutEngineered Plan - 2000:101 01,
86, A 44
7,
'r.14
� i►
a ...
lot
N)
4,5r 6..445 T. `
TO BE
F= IPED AS
NECESSARY -
BY LICENSED
PLUM rR
LI�
4 FEET
6 FEET
FEET
9�
20 Fr. MOM FROM CELLAR _
10 FT. IM A UM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
(EXCEPTYARMOUM
CONCRETE
VERRS
40 SCHEDULE 40 FVC PIPE
V MN. MIN. PITCH 1/8- PER FT.
1, L 4 4, Z-4,
4• CAST IP.ON PIPE Y MAX ■
(OR EQUAL) MMMA L_ ELEV.
PITCH 1/4' PER FT. INSTALL
ZABEL FLL SPEED LEVELS
IF MORE THAN
1 OiTTI.HT
may_ . 97. fO 10'
ELEV. -97. 00 2'0'
ELEV. - 7,1,7" ti B� i ELEV. - 91(.8 6• SUMP F� 96, G 7 -
DISTRIBLMON ;
ELEV.- BOX
0unsI TO BE WATER TESTED
HES (TO BE PLACED ON FIRM BASE) IF MORE THAN ONE OU 1M
14 INC
19 INCT3ES 1500 GALLON BE PLACED ON FIRM BASE)
24 INCHES 3/4W
29 INCHES ► SEPTIC TANK TW TO 11/2'
34 INCHES INSTALI.A71CN OF TICE WASL¢D sTo
ZABEL FILTER IS
_ REQUIP.ED " RECOMMENDED
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
1
CLEAN SAND 4• PVC VENT PIPE
LOAM AND SEED PAINTED FIAT DARK
GREEN OR BROWN
20 IAM,. ���
1ROF I CARBON ,
1180 TO ' TWICE NOT REQUIRED
WASHED S70NE
ELEV -
ELEV. - /o 0 MA)( -2X 9es., d'o
6'
3' MAX -t--
ELEV. - 4704 a
m
00 0 0 0 0 0 0 c::) 0-
0 0 0 0 0 0 0 0 0 0 0
0
0 0 o m o Na o 024'
e
0 0 0 0 o a o ELEV
3 500 GAL DRYWELLS (OR EQUAL.)
WITH STONE IN A
13 x 3> 5,x. Z TRENCH FoRMATION
SOIL ABSORPTION
TONE
SYSTEM (SAS) AD�
USGS PROBABLE WATER TABLE ELEV. - —
OBSERVED WATER TABLE (: / / ) ELEV. - —
BOTT'OM OF TESTHOLE ELEV. • ��0 0
�1
0 0
LEGEND:
EXISTING SPOT ELEVATION 00,p
EXISTING CONTOUR----00—
FTNAL. SPOT ELEVATION, 00.0
FINAL CONTOUR
SOIL TES I LOCATION
urnxry POLE -0--
TOWN WATER � W W
CATCH BASIN I ® N
GAS LlANE O
APR 17 2001
HEALTH DEPT.
SOIL TEST
DATE OF SOB. TEST
8OIL TEST DONS BY CRAIG R MORT, P.H, rt.
wi mmm BY A �- J ✓a n %� o e f
OBSERVATION HOLE IELEv.- 9 9. o INCHES
PERCOLATION RATE MINJINCH AT 4e _'A'
DEPTH
H RIZ
TEXTURE
OTT,
OTHIR
4
PROPOSED SEPTIC DESIGN
FOR
/3 0,8 -1- .TA Nis
y
1 a Y!2
-
PROJECT LOCATION
'RAWIV1e� ROAD
CRAIG R SHORT P.E.
PROFESSIONAL ENGINEER
508- P. 0. BOX WESTERN ROAD "
1i 4 DEI I 5 MAGREAT
398-8311 02650
z 4
�
iQr1c'
JOB NO. a - G
S
M
YR
Pte®
SKEET / OF /
7/4
Cl 7f.
z.sy
4 Z.
-7/3
144
a
r
^-o WATER ENCOUNTERED AT 12' EIEV. - 87.0d
DESIGN CALCULATIONS
NUMBER OF BEDROOMS _3 Al ..�
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
(110 GALJBR/DAY X 3 BR) .334 GAL./DAY
REQUIRED SEPTIC TANK CAPACITY 14-00 GAL.
ACTUAL SIZE OF SEPTIC TANK 1500 GAT.
SOIL CLASSIFICATION I
DSSIGN PERCOLATION RATE < 5 MINAN.
EFFLUENT LOADING RATS 0.74 GAL./DAY/SY..( us'oX0 o
LEAC NG AREA/,c37$Q, FT.
LEACHING CAPACITY (AREA X RATE) 330 GAI,JDAY R
RESERVE LEACH NG CAPACITY NIS GALJDAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE
SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 60
OF FIMSHED 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 USED
UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS. A
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE
MORTARED IN PLACE.
_..5.__N0-0FTP,R.MfNATI0N HA.S_BEF.4 MADR.AS.TO COMPLLANCE 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 INM EDLATELY.
S. PARCEL IS IN FLOOD ZONE C-
9. LOT IS SHOWN ON ASSESSORS MAP 10 7 AS PARCEL 3 7.
10. EXISTING SANITARY DISPOSAL SYSTEM TO BE PUMPED AND REMOVED
OR FILLED IN WITH SAND.
0 19"5 C.R aSH017T, P.E.
OF \,
IHORT
; �,,, "`
FiSTG�
11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND
FOR A MINIMUN OF 5 FEET FROM AROUND THE SOIL ABSORPTION
SYSTEM, AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CNV
15.255: (3) (I.E. TITLE 5) IF ENCOUNTERED BELOW S.AS. PIPE INVERT.
O AF�'nH
APPROVE%__AGENT
?,Lo
DATE
�G
z
`
Q r `
w1
i
PROPOSED SEPTIC DESIGN
FOR
/3 0,8 -1- .TA Nis
PROJECT LOCATION
'RAWIV1e� ROAD
CRAIG R SHORT P.E.
PROFESSIONAL ENGINEER
508- P. 0. BOX WESTERN ROAD "
1i 4 DEI I 5 MAGREAT
398-8311 02650
ALE
ff
DATE
JOB NO. a - G
REVISED
LOCATION MAP
Pte®
SKEET / OF /
0 19"5 C.R aSH017T, P.E.