HomeMy WebLinkAboutEngineered Plan - 2018TOP OF FOUNDATION
ELEV. = 100.00_
(ASSUMED)
3.50
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB
CONCRETE
COVERS
7
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
TEE
I j FLOW LINE
N 10.1 t
ELEV. = 8E.50 _
- MIN .'---
_ _�6.Ci0_ 2'0"
ELEV.
i LEVEL
ELEV. = _96.2.5GAS ELEV. _ _ 95.0_0_ 6" SUMP ELEV. = _94.83_
BAFFLE �IS 1 171 B U T1 011" 4 ELEV. _
LIQUID OUTLET'��-;��3_�
DEPT E (TO BE PLACED ON FIRM BASE)
4 FEET 14 INCHES TO BE WATER TESTED
5 FEET 19 INCHES r '"1 A,di IF MORE THAN ONE OUTLET
6 FEET 24 INCHES 1 95,00 �``�*�=M � `�
7 FEET 29 INCHES r z w =< �: a t� l= a (TO BE PLACED ON FIRM BASE)
8 FEET 34 INCHES 4
i
3/4" TO 1 1/2- CLEAN J
DOUBLE WASHED STONE
FREE OF FINES & SILT
NOT TO SCALE
EXISTING SPOT ELEVATION
0010
EXISTING CONTOUR----00----
COLOR
FINAL SPOT ELEVATION
Q�r.
FINAL CONTOUR
()0
SOIL TEST LOCATION
10YR4/1
UTILITY POLE -O-
ROOTS
TOWN WATER =WSW
8
CATCH BASIN
GAS LINE G '"
10YR6/8
CLEAN OUT C.O.
ROOTS
CESSPOOL C.P, 0
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
1/8" 70 1/2"
WASHED STONE
98133 MAX. OR FILTER FABRIC VENT
P5.08 AKIN. REQUIRED
z
G
a
et a: a
00
z—M. 1 010-1,
10 ° " o
° ° ELEV. _ _093.50_
4 HIGH CAPACITY INFILTRATORS W1TH
STONE IN AN
11' X 35' X 10" TRENCH'p FORMATION
Z x.30
0 110 `n WELL N A _
ZONE
y. ° INDEX
!..f: ,. S ADJUST
USGS PROBABLE WATER TABLE ELEV. = ------
OBSERVED WATER TABLE ( / / ) ELEV. =
BOTTOM OF TEST HDLE ELEV. =
3I T.�'
DATE OF SOIL TEST APRIL 3L 2018
SOIL TEST DONE BY R._WILCOX
WITNESSED BY
0r ' 99,2
t,a ":." , � � `� x r L,.E i ELEV.=------
PERCOLATION RATE _ <_Z__ MIN,/INCH AT 43___ INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-4"
Ap
LOAMY SAND
10YR4/1
INO
ROOTS
4-23"
8
LOAMY SAND
10YR6/8
,= SOIL CLASSIFICATION ��
ROOTS
23-132"
C
MEDIUM SAND
2.5Y7/4
1
III
NO WATER ENCOUNTERED AT _132'- ELEV. _ _ 88.2
i
E£ 1 C ALC U IA 0N ,-
!
NUMBER OF BEDROOMS 2 D`-aG"ED AS 3
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
1
( 110 GAL/EP./DAY X BR.) _ 2n-_ GAL./DAY
_a
REQUIRED SEPTIC TANK CAPACITY Q_ GAL,
ACTUAL SIZE OF SEPTIC TANK _�v�00 GAL. .
,= SOIL CLASSIFICATION ��
DESIGN PERCOLATION RATE <-5 _ MIN./IN.
~' EFFLUENT LOADING RATE --QJ GAL./DAY/S.F.
a- LEACHING AREA 7-4-,M SQ. FT.
(11X38)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE) 351 009 GAL./DAY -
474.33 X 0.74
RESERVE LEACHING CAPACITY. -MQ-N-F, GAL./DAY
{�
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
t .. TITLE 5 AND THE TOW'N'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
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 / A.PPLICANT. 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....Pt>EpCE� ...lS_sN aal_000 ZOR1=
- 9. LOT IS SHOWN ON ASSESSORS MAP _8 AS PARCEL _ 172__,
10. EXISTING CESSPOOL IS TO BE PUMPED AND BACKFILLED.:
11. VARIANCES TO TITLE 5 AND 'YARMOUTH REGULATIONS:
A. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION (VAR. OF 2.3').
B. SOIL ABSORPTION SYSTEM LESS THAN 10' FROM STREET, (VAR. OF 2.3').
C. SOIL ABSORPTION 'SYSTEM MORE THAN 3' ON GROUND .(VAR.::OF 1.6'). -
D. NO RESERVE AREA.
Permrt :valid for REPAIR OF SEPTIC ,SYSTI R1
ONI Y, due to State and Coeal septic viariances.
Board of'1lealth;revriw:and appngxaI is required fo .
any fufirre additiu.ns/rcn%iwi.tionc/alteratirtns to
sewage fiterlitie,s and/or structures/dwelling:
,
t
Yarmouth HFalth'.1?cp irt�irrnt
APPROVED/,feXl�f
Date
athe -OE':Fl EA L t
DATE AGENT
FOR
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