HomeMy WebLinkAboutEngineered Plan - Rev. 2016TOP OF FOUNDATION
ELEV. = 18.8-
(N AD88)
SOIL TEST
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE DATE OF SOIL TEST MAY 25 2016
10 FT. MINIMUM FROM SLAB L_~___
10 FT. MINIMUM CLEAN SAND SOIL TEST DONE 8Y S�4EETSER ENGINEERING
V,1 T" ESSED BY _A&YT H._"!E
MANHOLE 4 SCHEDULE 40 PVC PIPE INSPECTIONLOAM RAND SEED 11.4
COVERS „
OB' SERVATION HOLE 1 ELEV.=--
MIN. PITCH 1/8" PER FT. 2 LAYER OF
1/8" TO 1/2" PERCOLATION RATE __!L_2__ MIN./INCH AT29 INCHES
WASKED STONE
15.1 MAX. OR FILTER FABRIC VENT
4.3 4" CAST IRON PIPE 12.e5 mix REQUIRED
(OR EQUAL) MINIMUM
PITCH 1/4"PER FT. FLOW TEE z
LEVELERS '
DEPTH
�- ELEV. = 12.50 _
TEXTURE
ELEV.
LIQUID
OUTLET
DEPTH
TEE
4 FEET
14 INCHES
5 FEET
19 INCHES
6 FEET
24 INCHES
7 FEET
29 INCHES
8 FEET
34 INCHES
DEPTH
HORIZ
TEXTURE
COLOR MOTT. OTHER
O-7"
Ap
LOAMY SAND
10YR5/1 NO - ROOTS
7-16".B
LOAMY SAND
10YR6/6
16-97"
C
MEDIUM SAND
2.5Y7/4
FLOW LINE 12.1 °1 i WATER ENCOUNTERED AT 97" ELEV. _ -3.32
10"it
MIN. ELEV. = 12.00 LEVE L i o °
0 0
--�
o = _ -,i _=�;� c 10 • o ELEV. - 1fl.77
GAS _ 6" SUMP ELEV. 11.60_ �� -_, - V
BAFFLE ELEV. 11.77 =----- o 0 0 0 0° o 0 0 0 ° o °
----DISTRIBUTION ° ° � 014' ° ° ° -9.60
ELEV. _ ° O. ° o ° o° o o °° ° ° o. 0 0 0 0 o ELEV. _
-
BOX _1L�Q_ DESIGN CALCULATIONS
TO BE PLACED ON FIRM BASE) TO BE WATER TESTED {
8 HIGH CAPACITY INFILTRATORS VATH NUMBER OF BEDROOMS . ,
500 GALLON IF MORE THAN ONE OUTLET STONE 1N AN GARBAGE DISPOSAL UNIT
TO BE PLACED ON FIRM BMATED FLOW
ASE) l •24 TOTAL110 G IAL/B^./DAY. X .�_ 8@.)'
SEPTIC TAI�Ir . ( -„ „ 6 X 58 X 2 TRENCH FORL MATION ( -0__GAL:/DAY
3/4 TO 1 1 /2 CLEAN �t REQUIRED SEPTIC TANK CAPACITY _`0_ GAL.
DOUBLE WASHED STONE SOIL` ABSORP 110 Ln WELL MIW 2� - ACTUAL SIZE OF SEPTIC TANK ! GAL.
FREE OF. FINES & SILT �a ZONE A'
_-_ SOIL CLASSIFICATION_
SEM CCAS INDEX 7.24 (4/2016) DESIGN PERCOLATION RATE S_� MIN./1N.
ADJUST 1.04 EFFLUENT LOADING RATE OJ -4- GAL./DAY/S.F.
SEWAGE DISPOSAL SYSTEM PROFILE
.'� LEACHING AREAX2X2 604.00 SQ. FT.
NOT TO SCALE `
USGS PROBABLE WATER TABLE ELEV. _ _ �. (6X58)+(6 . )
OBSERVED WATER TABLE (5/25/20116) ELEV. LEACHING CAPACITY (AREA X RATE) 5&A25 GAL./DAY
BOTTOM OF TEST HOLE ELEV. _ _�_ 604.00 X 0.74
RESERVE LEACHING CAPACITY _A 'GAL./DAY
•
NOTES:
•
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
FINISHED GRADE.
ANTHONY COSTA . & 0 3..ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
R. T. T. & A.M. COSTA N_
WITHSTANDING H 20 LOADING.
a 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
PETER E. & DEBORAH BE 'MORTARED IN PLACE.
CARLSON a 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH -
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
12.1 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
` E SHOWN ARE APPROXIMATE
ONLY, EXCAVATION CONTRACTOR
2 a a4 6 S�TO CAL( DIG-SAFE"AT-888-344-7233 AT' LEAST 72 HOURS
x 15.6 ` ''�"���,; '?+, RIOR TO COMMENCING Ih'ORK ON SITE.
�Z ,' 7. CONTRACTOR IS TO •VERIFY GRADES AND ELEVATIONS AS WELL AS
x 14 3 / LIMIT OF 5� `r,,
(}0 11.7 q +r te; f TE}Z~ P� r 1 i SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
t05^Y > :.D••' IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
!�
.4
CEL 1S IN FLOOD ZONE -_(T, Al
ti. tl. J
9. LOT IS SHOWN ON ASSESSORS MAP 29 •AS PARCEL
11.6 40 ML 1} :c,,
LINEf � . T
�• -`` a . 10. EXISTING CESSPOOL IS +0 BE PUMPED AND BACKFILLED
+ ; S � �E•aP• P UMB�D BY A LICENSED PLUMBER TO
C 11. INTERIOR PIPING IS TO BE REL
i ;/
EXIT AS SHOWN.
O
14. 1 J` 12: SOILS TO BE: COUF!P."E1ED F EIN01",E5R, PF:10R,'T0INSTALI_AT10 1.
r. SOIL
14.9 \ �-
\ F r/,
r f r, TEST44.
S
11 13
o \ -
aoo , / .0 Yarmouth wealth Department
�Ot
lop D
4.2
14.6 �'' ii9. '.�/ D. 9'1' k{ c.k�sc� die Dzte
Box
o p oQfl 0 LOT 52
14.3 $ BOX � 10.d
fl oPP 431..1.4. 9,187.7 i• S F
o / r 13.5
WNG
PAR , O 8 i �1`@ r , •'r
LEGEND:
EXISTING SPOT ELEVATION OOxO
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 00
SOIL TEST LOCATION ., 4w.. � VvI�IEn DPDXfE
c$� �
UTILITY POLE -0-
® YAR 10iy t ET
TOWN WATER -WSW
CATCH BASIN
GAS LINE G _
CLEAN OUT C.O.