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NOT TO SCALE
CLEAN SAND
LOAM AND SEED
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MAX .
HORIZ
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DATE AGENT
TOWN WATER GW
W
CATCH BASIN (®)
r�07,
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Y
PROPOSED SEPTIC DESIGN
73,2.5
2.5
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wren STONE IN AN .
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I i
SOIL ABSORPTION
t
ZZOOINLE
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R
ADJUST
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV.
BOTTOM OF TEST HOLE ELEV.
f
HORIZ
f
COLOR
i
f
FINAL CONTOUR
o
G P-1-7 Rf -17 7
?"f-/ .f-/
ui
DATE AGENT
TOWN WATER GW
W
CATCH BASIN (®)
v
Y
PROPOSED SEPTIC DESIGN
tcrMy
2.5
,,
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TAC K P! e "Z. A �J
,EL 9L.3 J
1
z.sy
SOIL TEST raRar
DATE OF SOIL TEST 7/ f:4/ 7 :`it
SOIL TEST DONE BY C. R. SHORT. P.E. "IU
WITNESSED BY 6 -� 2' y0� /-'o'V.'
OBSERVATION HOLE 1 ELEv.e OBSERVATION HOLE 2 ELiV.-
PERCOLATION RATE MIN./INCH AT '4' -LO INCHES PERCOLATION RATE MIN./INCH AT INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
FINAL CONTOUR
o
G P-1-7 Rf -17 7
?"f-/ .f-/
UTILITY POLE --0-
DATE AGENT
TOWN WATER GW
W
CATCH BASIN (®)
GAS LINE G
CESSPOOL O C.P.
PROPOSED SEPTIC DESIGN
tcrMy
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,,
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E44
P.O. BOX 1044//L 398-8311 SOUTH DENNIS. LASS 02660
�y
I✓0 WATER ENCOUNTERED AT r 32 r ELEV.
LEGEND:
EXISTING SPOT ELEVATION
00.0
EXISTING CONTOUR----00----
COLOR
FINAL SPOT ELEVATION
0.0
FINAL CONTOUR
o
SOIL TEST LOCATION
?"f-/ .f-/
UTILITY POLE --0-
DATE AGENT
TOWN WATER GW
W
CATCH BASIN (®)
GAS LINE G
CESSPOOL O C.P.
PROPOSED SEPTIC DESIGN
CLEANOUT
O.
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DEPTH
I HORIZ
I TEXTURE
COLOR
MOTT.
I OTHER
L
o
c7R'G/�Nryc s
?"f-/ .f-/
`p1 7 7
DATE AGENT
%
Jf+tirZJ
PROPOSED SEPTIC DESIGN
�o�Mr
Z,ry
FOR
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TAC K P! e "Z. A �J
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2,sY
M CDiU+�",
CRAIG R. SHORT
J�
PROFESSIONAL ENGINEER
9y
E44
P.O. BOX 1044//L 398-8311 SOUTH DENNIS. LASS 02660
�y
1 D
Q «,
DATE /�2
SCALE c
N Q WATER ENCOUNTERED AT L ELEV. _
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT _ NO
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X_'� SR.) 330 GAL/DAY
REQUIRED SEPTIC TANK CAPACITY )coq GAL
ACTUAL SIZE OF SEPTIC TANK . 1500 GAL
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE < s MIN./IN.
EFFLUENT LOADING RATE - GAL/DAY/S.F.
LEACHING AREA I Z'xZSr y' 7LY z SO, FT.
LEACHING CAPACITY (AREA X RAT) �' GAL/DAY
(�27 x.74
RESERVE LEACHING CAPACITY2 GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF 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 WALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS M GRADE SHALL
BE MORTARED IN PLACE
5. NO DETER►ONATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHORN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE' AT 1-688-344-7233 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 ENGLNEER
IMMEDIATELY.
& PARCEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP 12 3 AS PARCEL
Oen` FeA
r SHOD m
No. 27483
oFF�FOSTER4���`�¢
Sr1a'
'.
APPROVED: BOARD OF HEALTH
L
`p1 7 7
DATE AGENT
PROPOSED SEPTIC DESIGN
FOR
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PRO= LOCATION
<ar37 �sayrra�� rzo.�
l
CRAIG R. SHORT
J�
PROFESSIONAL ENGINEER
9y
E44
P.O. BOX 1044//L 398-8311 SOUTH DENNIS. LASS 02660
�y
1 D
Q «,
DATE /�2
SCALE c
I I
/may
REVISED /8%� J
/�
JOB NO.
LOCATION MAP
REVISED
SHEET j OF /