HomeMy WebLinkAbout83-1266 - Site Plan002FIRST FLOOR
ELEVATION
FIN.
GRADE
TOP of
AT
HOUSE
FOUNDATION
ELEVATION
INVERT a1
r•'+
FOUNDATION
°•"':
ELEVATION
•i
a
BASEMENT FLOOR
ELEVATION;
FIN. GRADE OVER
SEPTIC TANK
rs ^m-77
LEVELING RING TO WITHIN
12" OF FINISH GRADE
3 �
r r„
PRECAST, C.I. OR P.V.C. TEES g
1000 GALLON
SEPTIC TANK o
u -In I nnn(Nr. a
5"
TO BE SET ON A LEVEL AND STABLE BASE
( ACME ST -1000 OR APPROVED EQUAL I
SEPTIC SYSTEM PROFILE
FIN. GRADE OVER FIN. GRADE OVER
DIST. BOX LEACHING TRENCH
�r�•nmt!xc.^w^
2" of 1/9"-1/2"
_WASHED PEASTONE� 4 Perforofed PVC Pipe
2 •----
t0 3/4" -1-1/2"
WASHED CRUSHED STONE
DIST. BOX I --_,— __-__- _---------I
.n 3`5 EFFECTIVE LENGTH
H-10 LOADING
TO BE SET ON A
LEVEL & STABLEIg" EFFECTIVE
BASE TOTAL NUMBER I DEPTH
1 ACME DB -3 OR OF TRENCHES 1 L— _
APPROVED EQUAL I 5 0 -i
( Profile not to scale) EFFECTIVE WIDTH
Ex I sT-
LEACHING TRENCH
til/F ToV/J
bVE�,Ctr1OW1 S F1�CLr 'z_----�
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F i 62'- 0 1- 40' 1:-- �
cn6ic of Vic- �Jr7 ►1 70' 05'- 23"
� .. -74.00 �
ILO—T 10 .p
15.0:
n
} sraxr=0 I.�nY- r3a�E. o�kE -�
r \ } AT LIMIT oP �,JoRK y�i I,1\
r-
e " 30 �,
N N
�_-----.- - --- ----_ _ _ Pf30? CaARAhE At7r71T10
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i�EE I,1 SEA. L \,JAY
PLAN REFERENCE:
SARNST. CNTY. REG. PLAN SK PG SITE PLAN ---SCALE : I" ■ 3a
DESIGN DATA
NUMBER OF BEDROOMS 31=XYST+190-017' _ 4
G.P.D./BEDROOM Ito G.P.D.
TOTAL DAILY FLOW 440 G.P.D.
GARBAGE DISPOSAL - r30
LEACHING REQUIRED AZO G.P.D.
LEACHING PROVIDED 4-115 G.P.D.
SIDEWALL AREA-80XI.SS-F. x 2.5 - 300 G.P.D.
BOTTOM AREA =3sx5 S.F. x I•o - ISS G.P.D.
TOTAL PROVIDED- 22 S -F. 4l5 G.P.D.
.4-15 > 440 G.P.D.
NOTE: EXCAVATE TO FL. OR LOWER AS SOIL
CONDITIONS REQUIRE TO REMOVE ALL TOPSOIL, SUBSOIL,
CLAY OR OTHER UNSUITABLE MATERIAL BENEATH THE
INLET INVERT OF THE LEACHING PIT FOR A DISTANCE
OF IO' AROUND THE PIT AND BACKFILL WITH CLEAN
SAND HAVING A PERC RATE OF 2 MIN./INCH IN PLACE.
LEGEND
EXISTING SPOT ELEV. 23.50
EXISTING CONTOUR : —24—
PROPOSED SPOT ELEV. 24.75
PROPOSED CONTOUR: 261
TEST HOLE : 19
0
0"
SOILS LOG &
PERCOLATION TEST
TEST HOLE I TEST HOLE 2
PERCOLATION RATE
TESTS BY:
WTNESSED BY
DATE
WATER ENCOUNTERED AT
MIN./INCH
BOARD OF HEALTH.
GENERAL NOTES
I. ELEVATIONS BASED UPON DATUM.
2. ELEVATIONS AND LOCATIONS SHOWN ON THIS PLAN
ARE NOT TO CHANGE WITHOUT WRITTEN APPROVAL
OF TNF ENGINEER AND THE TOWN HEALTH AGENT.
3. ALL SYSTEM COMPONENTS ARE TO BE INSTALLED IN
ACCORDANCE WITH S.E.C. TITLC V AND LOCAL HEALTH
RULES AND REGULATIONS.
4. ALL PIPES ARE TO BE CAST IRON OR P.V.C. SCH. 40.
5. THE BOARD OF HEALTH AND/OR ENGINEER TO BE
NOTIFIED WHEN SYSTEM IS COMPLETELY INSTALLED
AND READY FOR INSPECTION,
6. NORTH ARROW IS NOT TO BE USED FOR SOLAR
ORIENTATION.
7. WHEN COMPONENTS ARE SET SUCH THAT THE TOP
OF STRUCTURE IS GREATER THAN 4' BELOW FINISH
GRADE, HEAVY -TOP OR H-20 LOAD UNITS SHALL BE
REQUIRED.
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