HomeMy WebLinkAboutApp# 4828ON
t2�
RFAWIYG
�`�� ELEVAT�N • DLTE=IRIL;TAINING
SCALE: Vvla 11.0"
REu+'�'ii�f+ kr4L[.
LOCA77ON TO:
ING TO GRADE,
on. Is
re jollaq
rz
1Z
�lz
rz�2
6
,REAR ELEVATION,
SCALE
IN
MNMI
s
�i
INS
i�
MNMI
vall�
Innis
5
4
zx2 pxorem 4"&-.
3
0
NOTE: BUILDER TO DETERMINE SIZE AM
LOCATION Or. DECK SUPPORT POSTS.
NOTE: ACTUAL GRADES MAY VARY
ACC 0, R,D_TNG TO SITE CONDITIONS
Lop3ii9m. 992 Stephen S. Fuli�r, lnc.
,
0
/�lP121122
�5'�rikres•
17
kMN
MALL.
LEFT ELEVATION
SCALE: I /$° 1w
®1
6
4- CAST IRON PIPE
PITCH EQUAL)/4'PER
MINIMUM FT.
-ELEV. - ,
ELEV. -
CONCRETE
COVERS 4' SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8' PER FT.
LOAM AND SEED
2' LAYER OF
1/8- TO 1/2'
WASHED STONE VENT -
NOT REQUIRED
z 1 CU. FT. OF
CONCRETE
a ANCHOR
• e
GASJ ELEV. _j6" SUMP LELEV.
P� DISTRIBUTION
BOX ELEV. - HIGH CAPSTOTNENF ,RATORS WTH
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
z
1500 GALLON IF MORE THAN ONE OUTLET TRENCH FORMATION
SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WELL
3/4• 1 1/2- SYSTEM (SAS) ZONE
WASHEDt) STONE ADJUST
SEWAGE DISPOSAL SYSTEM PROFILEt USGS PROBABLE WATER TABLE ELEV. -
NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV. -
BOTTOM OF TEST HOLE ELEV. =
,t
t
a
`l
\ lev,
110
5 � \
,1` C
_ may- •� \ (—_.
"c�i oar �sal,�
I '7
0��
crL
11j n.MeK
✓ i
I , 09Y
i
/p;.
r
f�
WITNESSED BY
OBSERVATION HOLE 1 ELEv. OBSERVAi10N HOLE 2 ELEV.—.
PERCOLATION RATE MIN./INCH AT INCHES PERCOLATION RATE MIN.ANCH AT
WATER ENCOUNTERED AT ELEV. -
LEGEND:
EXISTING SPOT ELEVATION 00.0
EXISTING CONTOUR ----OO----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE
TOWN WATER —W
CATCH BAS'N tE\
GAS UNE �--
CLEAN OUTC.
CESSPOOL C.P. O
W��
WATER ENCOUNTERED AT ELEV.
NUMBER DIIRGNN CALCULATIONSOF
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
( 110 GAL/BR./)AY X $R) GAL/DAY
REQUIRED SEPTIC TANK CAPACITY GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GA,L,
SOIL CLASSIFICATION I
DESIGN PERCOLATION RATE Z-5— - MIN./IN.
EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F.
LEACHING AREA SQ. FT.
LEACHING CAPACITY (AREA X RATE) GAL/IDAY
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE 1JWN OF YFR+'"ov—,./ RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6. OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTL.ITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG—SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. M.—,RACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDfT10NS PRIOR TO COMMENCING WORK ON-STE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMMATELY. C
& PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP . !�
_ AS PARCEL
YARMOUTH CoigJITTEE Iv /
OP,HRD
APPROVED: BOARD OF HEALTH
DATE
AGENT
I C('rc
i
G. jIF T-0
PROPOSED SEPTIC DESIGN
FOR
PROJECT LOCATION , � �� ,;
l
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508-. P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
SCALE
DATE/,d ,/, r
N0. XY
1
l �Zo T� y
RENSEDJO$
IL
LOCATION MAP
RE"SED
SHEET / OF /�