125.128.2 - Proposed Septic Design�.... ; `"T"` ut
WASHED STONE -
40 CAST, IRON PIPE 0 TREQUIRED
° (OR EQUAL MINIMUM _ -
PITCH 1/4 PER FT. ? 1 CU. FT. OF
CONCRETE
FLOW UNE ,'' o ANCHOR
= rU 70,
E1 EV
iWIN.
A
p "
10*
JQLROL • o ELEV. _
GASV.
DISTRIBUTION,
FFE e
ELE
" BAFFLE
L-
UQU'D, OUTLET BOX
HIGH CAPSTONEINNL�ATORS WITH 1j
2
TEE (TO BE PLACED ON FIRM BASE)
i _ TRENCH FORMATION f t ""
4 FEET " 14 INCHES - TO BE WATER TESTED ,.
5 FEET 19 INCHES IF MORE THAN ONE OUTLET ,
6 FLET 24 INCHES 1 5500 GALLON Cr WELL ,I WATER ENCOUNTERED AT J ELEV.
T FEET 24 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WATER ENCOUNTERED AT ELEV.
8 FEET 34 1NCHES SEPTIC TANK 3/4' TO 1 1/2-SYSTEMINDEXWASHED STONE (SAS) ADJUST
LEGEND: DESIGN CALCULATIONS
' USGS PROBABLE WATER TABLE F.EV. a EXISTING SPOT ELEVATION 00.0 NUMBER OF BEDROOMS
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / - / ) F -EV. a EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ i^-rr FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW 1P7;
FINAL CONTOUR --- -- (110 GAL /BR /DAY X - BR.) CAL/DAY
OCATION REQUIRED SEPTIC TANK CAPACITY GAL.
RE GAL
y f SOIL TEST L
l L` UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK
1500
TOWN WATER —WSW SOIL CLASSIFICATION I
CATCH BASIN (.N DESIGN PERCOLATION RATE
€ < y 7 GAS LINE `"f EFFLUENT LOADING RATE .0.74 GAL AY/S.F.
CLEAN OUT. C2. LEACHING AREA - - SQ. FT.
CESSPOOL C.P.O `
✓ j yt,' `�- '>' LEACHING CAPACITY (AREA'X RATE) GAL/DAY
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF Y�?,{ . ': c ✓r= RULES AND
10. ALL DISTURBED AREAS ARE TO BE REVEGETATED. REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
11. GUTTERS, DOWNSPOUTS, AND DRYWELLS ARE REWIRED.
12 HAIBALE WORKUMIT IS TO BE 1N PLACE BEFORE ANY WORK STARTS. 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
I 13, A VARIANCE OF 2' IS REWIRED FOR THE TOP OF FOUNDATION TO BE WITHIN b" OF FlNISNFD GRADE
LEVEL WITH THE HIGH POINT IN ROAD INSTEAD OF 2' ABOVE. 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
L pl ,4 USED UNDER OR WITHIN 1
4. ANY M SONARY NITS USED TO BRING COVERS PTO GRADE HALL
� `
{� *YS.
BE MORTARED N PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
�" �''•a r =' DEEDED OR ZONING REGULATIONS. OWNER .APPLICANT IS TO
-
.� — — —
" � SUCH �IEI�EgMLNo^n°N��o>�a ORLv��c,T,vAn TsioRAc�o�
l
C.
15 TO CALL "DIG—SAFE* AT 1 C'?8 354-7233 AT LEAST 72 HOURS
f 1 PRnR TO COMMENCING WORK ON S!T&
/
7. CONTRACTOR IS 7b 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. PARCEL IS M FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL
r � f
i n:
' t , t� � �, Y yk� 5 i. .' � vJ'•F� ���_. �... E +c . . � � �' K J � f'�P.
,
f -
APPROVED 0 DOF HEAL
jp.j
i
♦ r ., r .: � ..115'}'" 1 �.+^' � �...,y`
�
1
DATE eA,ENT
'
t
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7
try._.
,r
a,
n
"71111 IF
r i
190: MY
PROPOSED SEPTIC DESIGN
FOR
SOIL TEST
% C
TOP •OF:FOUNDATION'
20 FT, MINIMUM FROM CELLAR
DATE OF SOIL TEST '
10 FT. 'M'HIMUM
10 FT. MINIMUM FROM SLAB OR CRAWL. SPACE
CLEAN SAND
SOIL TEST PONE 8Y
c
WITNESSED BY ,.
SFT.ETSER FAVT,F�'.�'�,.i�.F4V
CONCRETE
:.,
- � � 't " � . > •
235 GREAT %1,91 iIN R011N0
508— Ikk'i
398-3922 80LT.t (1„NNrya, AfA . 0 e
CovERs
r -C SCHEDULE 40 PVC PRF
i (�toAM AND SEED
` \ --'--
OBSERVATION HOLE � 1 ELEV.- t � OBSERVATION HOLE_ 2 EtEv.-
PERCOLATION RATE <.- _ MIN./INCH AT INCHES PEF2COLATTON RATE MIN./INCH
`
�.... ; `"T"` ut
WASHED STONE -
40 CAST, IRON PIPE 0 TREQUIRED
° (OR EQUAL MINIMUM _ -
PITCH 1/4 PER FT. ? 1 CU. FT. OF
CONCRETE
FLOW UNE ,'' o ANCHOR
= rU 70,
E1 EV
iWIN.
A
p "
10*
JQLROL • o ELEV. _
GASV.
DISTRIBUTION,
FFE e
ELE
" BAFFLE
L-
UQU'D, OUTLET BOX
HIGH CAPSTONEINNL�ATORS WITH 1j
2
TEE (TO BE PLACED ON FIRM BASE)
i _ TRENCH FORMATION f t ""
4 FEET " 14 INCHES - TO BE WATER TESTED ,.
5 FEET 19 INCHES IF MORE THAN ONE OUTLET ,
6 FLET 24 INCHES 1 5500 GALLON Cr WELL ,I WATER ENCOUNTERED AT J ELEV.
T FEET 24 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WATER ENCOUNTERED AT ELEV.
8 FEET 34 1NCHES SEPTIC TANK 3/4' TO 1 1/2-SYSTEMINDEXWASHED STONE (SAS) ADJUST
LEGEND: DESIGN CALCULATIONS
' USGS PROBABLE WATER TABLE F.EV. a EXISTING SPOT ELEVATION 00.0 NUMBER OF BEDROOMS
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / - / ) F -EV. a EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ i^-rr FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW 1P7;
FINAL CONTOUR --- -- (110 GAL /BR /DAY X - BR.) CAL/DAY
OCATION REQUIRED SEPTIC TANK CAPACITY GAL.
RE GAL
y f SOIL TEST L
l L` UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK
1500
TOWN WATER —WSW SOIL CLASSIFICATION I
CATCH BASIN (.N DESIGN PERCOLATION RATE
€ < y 7 GAS LINE `"f EFFLUENT LOADING RATE .0.74 GAL AY/S.F.
CLEAN OUT. C2. LEACHING AREA - - SQ. FT.
CESSPOOL C.P.O `
✓ j yt,' `�- '>' LEACHING CAPACITY (AREA'X RATE) GAL/DAY
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF Y�?,{ . ': c ✓r= RULES AND
10. ALL DISTURBED AREAS ARE TO BE REVEGETATED. REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
11. GUTTERS, DOWNSPOUTS, AND DRYWELLS ARE REWIRED.
12 HAIBALE WORKUMIT IS TO BE 1N PLACE BEFORE ANY WORK STARTS. 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
I 13, A VARIANCE OF 2' IS REWIRED FOR THE TOP OF FOUNDATION TO BE WITHIN b" OF FlNISNFD GRADE
LEVEL WITH THE HIGH POINT IN ROAD INSTEAD OF 2' ABOVE. 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
L pl ,4 USED UNDER OR WITHIN 1
4. ANY M SONARY NITS USED TO BRING COVERS PTO GRADE HALL
� `
{� *YS.
BE MORTARED N PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
�" �''•a r =' DEEDED OR ZONING REGULATIONS. OWNER .APPLICANT IS TO
-
.� — — —
" � SUCH �IEI�EgMLNo^n°N��o>�a ORLv��c,T,vAn TsioRAc�o�
l
C.
15 TO CALL "DIG—SAFE* AT 1 C'?8 354-7233 AT LEAST 72 HOURS
f 1 PRnR TO COMMENCING WORK ON S!T&
/
7. CONTRACTOR IS 7b 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. PARCEL IS M FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL
r � f
i n:
' t , t� � �, Y yk� 5 i. .' � vJ'•F� ���_. �... E +c . . � � �' K J � f'�P.
,
f -
APPROVED 0 DOF HEAL
jp.j
i
♦ r ., r .: � ..115'}'" 1 �.+^' � �...,y`
�
1
DATE eA,ENT
'
t
� f
7
try._.
,r
a,
n
"71111 IF
r i
190: MY
..� ,.' ...._ _ r~ SP1311 5Wr1 f*t'r• fN1`tvC
v/�
PROPOSED SEPTIC DESIGN
FOR
f
% C
'
PROJECT LOCATION
SFT.ETSER FAVT,F�'.�'�,.i�.F4V
:.,
235 GREAT %1,91 iIN R011N0
508— Ikk'i
398-3922 80LT.t (1„NNrya, AfA . 0 e
`
DATE
+rewr,r'naWw,'-we '•4 zv' s rs.
-- '—
HIE`i ! (,)€-- `
LOCATION MAP
I REVISED
..� ,.' ...._ _ r~ SP1311 5Wr1 f*t'r• fN1`tvC
v/�