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ELEV. = 5Z_o
CAST IRON PrE
EQUAL) rMMfMUrA
CH 114" PER FT.
:V. =
ELEV. = y9 25
CONCRETE
COVERS -
6- MAX,
FLOW LINE
17" �-
J r/N. 4. '
GAS BAFFLE
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
CLEAN BACKFILL.
2" PEAST9,E
3/4^ TO 1-1/2" CLEAN WASHr- STON-
- - z -R-
ELEV. - 7.6� LEVEL C7 Cl C7 o C�
ELEV. . .
DISTRIBUTION A ' —' FLFV. - _y6you
ROX �., WLLL I 111b
�� , l -
v _^ (3� x4 Pl o�ZONA- ----
TO BE WATER TESTED 1— '{ INDFX-
IZ x
__--
Z i j ADJUST----
\ l-------------
1 00 GALLON 6, STO 1F ON NAjFIVE GRO(fiJD OR
MECHANICALLY COMPACTED BASE �—
SEPTIC TANK BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABT-E ELE'J.
SEVlAGF DISPOSAL SYSTEM PROFILE
NOT TO SCALE
DESIGN CAL CULATIONS
1`UMDER OF BEDR00'MS
GARBAGE DSPOSA.L UNIT _
TOTAL ESTIMATED FLOW
(JLp-CA.../BR./DAY X 3 _ BR.) 33�_ GAL/DAY 9'
REO'URED SFPTicTANK CAPACITY 1>'�_. GAL. A
ACTUACTUALSIZE OF SEPTI TANK (C,2V; GAL. �
LEACHNr3 AREA REQIJIaG^ENTS � � AV � 90
&ID V ALL AREA '�_ GALL/S.F. `T �%� O°S ca' .
BOTTOM ARTA 74_
LF.ACHNIG CAPACITY (BOT 70!A - SDEWA.LL)
RESERVE L.EACHiNG CAPACITY 4i4 GAL/DAY /• ,��/ f ���
APPROVED: BOARD OF HEAL T N 2.2 ' `�<-�
/ 51.2 "��'r
DATE AC -(-NT
50,6
\ C•
t, r,
5Y2
LEGEND:
EXSx0
TING SPOT ELEVATION 00
EXISTING CONTOUR -00
FINAL SPOT ELEVATION 0<00 T
FINAL CONTOUR {Z oO
SOP_ TEST LOCATION 64
UTILITY POLE -0-
TOWN WATER W----
--W-
CATCH BASH lF)
\t
5^.4
j' S0:2
p�_3SCv t A iaV' ✓.., � -tea / / (� .
nl
... lD
Gn50.4 ��. 'ti r � r ` l �•`
&50.2 a
3 /
v � !
q3S''
C�®N
44.1
a
4Q)2- /Z
60
Tyee/,1r `q,�
s
r
LOCATION M,,A.P
SOIL TEST
DATE CF SOL TEST
1v•TNESSED BY or >!_ SDL EVAi-UATOR 97 Ft-ltf<•.0 `/ac;}t`a-
PERCOLATION RATE
OBSERV/TION HOLE i
ELEV: -50'2 DEPTH HORIZ TEXT COLOR MOTTLING
fya WATER AT 120°
OBSERVATION HOLE 2
ELEV=�-A- DEPTH HORIZ TEXT COLOR tv1OTTLNG
Ap
L.ola)ty eI4r
I
'nr__
f0"-"iz°
I f4w
,
IoYrz `4g
22"-120'`
1 C
FtuE `..^•ty
toYz c:Js
JjI
1
G1u
j
J__J
fya WATER AT 120°
OBSERVATION HOLE 2
ELEV=�-A- DEPTH HORIZ TEXT COLOR tv1OTTLNG
110 WATER AT 12o"
NOTES:
L ALL WORKMANSI-PP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE- TOWN OF Ys rz+ aoN�T RULES AND
REGULATIONS FOR THE SUBSURFACE D.!S'OSAL OF SEWAGE
2. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
NLL COMPONENTS OF THE SANTARY SYSTEM SHALL BE CAPABLE OF
)Yr WITHISTANDNG H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
4. 10 FT, OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL Bl--
USED
EUSED UNDER OR VITT »NN 10 FT. OF DRIVES OR PARKNG AREAS. "
ANY MASONARY UNITS USED TO BRNG COVERS TO GRADE SHALL
BE MORTARED N PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COrdPL.IANCE WITH
DEED RESTRCTIONS OR ZON"JG
6. EXCAVATE AND REPLACE UNSUITABLE MATERIAL FOR AROUND
LEACH,NO SYSTEM AND BACKFILL WITH CLEAN SAND.
7.
>rc t I.?5 1aR�oR. 5T. - kl�' t �(ar.N.aJTK
PROPOSED SITE PLAN OF LAND IN
D:.,PiK, fc,Cn Pea. ttf
AS PREPARED FOR SCALE DATE M6'f fq,Ms
111143 _E
PAUL E. S'WEETSER.PRO-ESSIONA.L LAND SURVEYOR
260 CHATHAM ROAD - SOUTH HARWICHMA 02661 15081432-8539
FLE N0. , O SHEET 1 OF 1
Low,/ r:e'
IOYrc?f�
� 1-ICKS✓
I _
1
G1u
i
110 WATER AT 12o"
NOTES:
L ALL WORKMANSI-PP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE- TOWN OF Ys rz+ aoN�T RULES AND
REGULATIONS FOR THE SUBSURFACE D.!S'OSAL OF SEWAGE
2. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
NLL COMPONENTS OF THE SANTARY SYSTEM SHALL BE CAPABLE OF
)Yr WITHISTANDNG H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
4. 10 FT, OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL Bl--
USED
EUSED UNDER OR VITT »NN 10 FT. OF DRIVES OR PARKNG AREAS. "
ANY MASONARY UNITS USED TO BRNG COVERS TO GRADE SHALL
BE MORTARED N PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COrdPL.IANCE WITH
DEED RESTRCTIONS OR ZON"JG
6. EXCAVATE AND REPLACE UNSUITABLE MATERIAL FOR AROUND
LEACH,NO SYSTEM AND BACKFILL WITH CLEAN SAND.
7.
>rc t I.?5 1aR�oR. 5T. - kl�' t �(ar.N.aJTK
PROPOSED SITE PLAN OF LAND IN
D:.,PiK, fc,Cn Pea. ttf
AS PREPARED FOR SCALE DATE M6'f fq,Ms
111143 _E
PAUL E. S'WEETSER.PRO-ESSIONA.L LAND SURVEYOR
260 CHATHAM ROAD - SOUTH HARWICHMA 02661 15081432-8539
FLE N0. , O SHEET 1 OF 1