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FAR
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C'/CHT . �C>!` �Z w.__ �t-/fir Y, f; :c,•J 4C+r E �8o: do..
TOP OF FOUNDATION 20 FT. MINIMUM
ELEV. Irl, S 10 FT. MINIMUM
CONCRETE
COVERS
4" SCHEDL
MIN. PITCI
6 4" CAST IRON PIPE 12" MAX.
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
SOIL TEST
CLEAN SAND DATE OF SOIL TEST FE'S'
WITNESSED BY 71 E*yE"S
PERCOLATION RATE c z.. MIN./INCH.
PVC PIPE
PER FT. 2" LAYER of OBSERVATION HOLE OBSERVATION HOLE 3
CONCRETi WASHED STONE 01/8" TO 1/2" ELEV.=x'9.7 (to*�� ELEV.= /0 1
COV
"
V
TOP AND rdn +v.+rr
SUBSOIL S�Sor
3G aY"
m I . . H
z
1_u
ELEV. Q e' 6.'� LEVEL // t�// oo ° ° o /LJ,3z Lj 13 ri "
0 0 0 o WATER ATS EL= �7 WATER AT 1>u EL= i✓ C
ELEV. s �.y" D ° ° v o °
L=K—��:; DISTRIBUTION o °
3/4" TO 1 1/r ° ° ° DESIGN CALCULATIONS
BOX WASHED STONE a u o e ° cg NUMBER OF BEDROOMS
1000 GALLON TO BE WATER TESTED ° w ELEV. _ �<ti�
` o o ° o GARBAGE DISPOSAL UNIT N o ;
SEPTIC TANK IF MORE THAN ONE OUTLET TOTAL ESTIMATED FLOW
PRECAST LEACHING 3 6' DIA. 3r 1 REQUIRED SE PC �NK CAPACITY R.) y y SAL730 >AY
BASIN OR EQUIV. t ZONE ACTUAL SIZE 'OF SEPTIC TANK oars GAL
INDEX LEACHING AREA REQUIREMENTS
SEWAGE DISPOSAL SYSTEM PROFILE ADusT M u,, SIDEWALL AREA z•� GAL/S.F.
r1 p� BOTTOM AREA /•0 GAL/S.F.
NOT TO SCALE ep �J'` LEACHING CAPACITY(
BOTTOM + SIDEWALL) 0 GAL/DAY
lf�F. t (p./YxH�hx7.0)g3lYxNxYx2. �
a / RESERVE LEACHING CAPACITY
BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. _ GAL'/DAY
- OBSERVED WATER TABLE ( / / ) ELEV.
NOTES:
°d/1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
�S o ! ! LEGEND: + I TITLE 5 AND THE TOWN OF YE9 yrs r RULES AND
(%
EXISTING SPOT ELEVATION 00x0 Iq' � REGULATIONS FOR THE SUBSURFACE DISPOSAL OF. SEWAGE.
r. 2. ALL COVERS 70 SANITARY UNITS SHALL BE BROUGHTTOEXISTING CONTOUR ----00----
FINAL SPOT ELEVATION 00. WITHIN 12" OF FINISHED GRADE
�-
t / FINAL CONTOUR 00 3. EXISTING AND FINAL GRADES SHALLREMAIN ESSENTIALLY THE SAME
SOIL TEST LOCATION 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
s/ UTILITY POLE -0- �'� WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN TOWN WATER ®W 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
�W� �
r1 / CATCH BASIN o �L;SED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
�..�5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE'
6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
OWNER APPLICANT IS.TO,,
DEEDED OR ZONItNG REGULA
OBTAIN SUCH DETERM NATIONOFROM APPROPRIATE AUTHORITY.
15-cl IN
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t � � ;1 � � APPROVED: BOARD OF HEALTH
n N
DATE AGENT
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PROPOSED PLOT PLAN
FOR
PROJECT LOCATION T 2
Toa re�'
Y. RMCOX
PROFESSIONAL SURVEYOR .
SOUTH DENNIS, MASS.
385-6478 02660
SCALE i« .
DATE, p[
.N_
REVISED
REVISED ,
NNN
LOCATION MAP
'103 M0.3/L"S-oz
SHEET- / OF/