HomeMy WebLinkAbout83-1759 - Sewage Disposal SystemTYPICAL 1500 GALLON SEPTIC TANK a"Dr
10' min. from - o,w or
PROPOSED Foundation house to septic tank *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C.
NOT TO SCALE o" Q. G § r
Septic tank covers must be ti4
T.O.F. elev. = 16.00 within 6 In. of finished grade
` Grade over Septic Twk - 15.00 Grade over D -B.. - 15.00 �ede over SAS - ELEV- 15Aa SECTION A -A 3-24' DIAIA. ACCESS MANHOLES --
PROFILE VIEW OF LEACHING SYSTEM 10' -a $ :r{I7Ll3oxt.Far.
5.0.02 Not to Scale . .;j.'_.,.[.r;.i`_i _%J �� '•ni. I :
3 HOLE
0.04 (H-20) DIST. BOX a' 07 r/s' - r/a• ►a•AM ANa•faw 4 (" b ae aobrlel Ate'
0 14, $- 3' Maximum Carr /-Top of SAS-Etev. 13.00 - 1
NEW PIPE n o NEW 1,500 GAL /e' +• r r/e • re.A.a ev...A•a
FROM FOUNDATION ri O 25' S- 0.010" per foot Ettacay. Depth ( I INLET '\� � /
4' PVC CAPPED MSPECTICN PgiT TO BE
SEPTIC TANK INSTAL1ED AND TO DE YAWN a" Or GRADE OU T - p
5' rte' Eft.O DIA INLET \ \ \
II H-10 se. ee�ex N n it L•L THE ACCESS COVERS FOR THE SEPTIC TANK,
CONCRETE FULL FOUNDATION y I' II (V 4• 4 4 4' c i hr DISTRIBUTION BOX AND LEACHING COMPONENT �--
r,.-t."�r.• ,�" SHALL BE RAISED TO WITHIN 6' OF
W '--'�,..e i .'�,�•r •;i {'y'1a�� F•. saw6 xin,.rueblaswl'le.MA WIw _.
II
It II I Y4" Effective FINISHED GRADE,
> 5 ' 12' n iSidew¢Lt STEEL REINFORCED PRECAST CONCRETE INSTALL NF -TITS GAS BAFFLES OR EQUALS
SYSTEM PROFILE v v ( Err•a"v. Width
Not to Scale - ' ' - - u 6 Units ¢ 7' = 42' I ON ALL OUTLET TEE ENDS
5' STRIPOUT ALL ARDUND . I-. PLAN VIEW GENERAL NOTES
TO EI.EVAT ON 11.00
c c o m n 1. Contractor is responsible for Digsafe notification
6 In.of 3/4•-1 1/2" w Potton of Test Holr 2 -tev.- 3,50 Effective Length and protection of all underground utilities and pipes.
compacted stone • Obs. Groundwater - Test Hole 1 Elev. 3S2. The septic tank onj distri ution box shall be set
T ADJ. Groundwater - Test Hole 1 Elev.= 5.20 SOIL ABSORPTION SYSTEM (SAS) 3-24• REMOVABLE cowls, level on 6" of 3/4 -1 1/2" stone.
3. Backfill should be clean sand or gravel with no
aNate: Remove soll down to med sand layer & replace with
OR EQUIVALENT ~' •' •• � •
elev. 11.00 & replace with clean coarse sand w arc. ) J mh. d•arvnc•
( ) /p, a mM. r z m . hLt m ouva a• mh.
NOTE: OVERALL HEIGHT OF INFILTRATOR IS 30' /EFFECTIVE HEIGHT IS 24" - OL
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE rate less than or equal to 2 min./in. before & after placement IN Tui l T .,
1C min. ,p
i
Nota: Certification of Fill Material Required. 5 _7• .j ,c£ ''
Before and After Placement by Selve Analyses EI
Tstones over 3 In size.
4. This system is subject to inspection during installation
by Carmen E. Shay - Environmental Services, Inc.
5. The contractor shall install this system in accordance
_y. with Title V of the Massachusetts stole code, the approved plan
land Local Regulations.
6. If, during installation the contractor encounters any
soil conditions or site conditions that are different
from those shown on the soil log or in our design
N/F MICHAEL N. KENNEDY ._0, 5' -e'- installation must halt & immediate notification be
Assess. step 39 PARCEL cos 10made to Carmen E. Shay - Environmental Services, Inc.
ASSESS. NAP 39 PARCEL los CROSS SECTION END -SECTION 7. No vehicle or heavy machinery shall drive over the
septic system unless noted as H-20 septic components.
.a 6, N/F STEVEN ASTULI'I 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends.
¢�� 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes.
+` B' Assess. MAP 39 PARCEL 10f
�C ,'t 10. All solid piping, tees & fittings shall be 4" diameter
N/F NARY M HANNON " �, Schedule 40 NSF PVC pipes with water tight joints.
ASSESS. MAP 39 PARCEL f09 aU9 F o1�
�� SO X00 1 11. MUNICIPAL WATER is AVAILABLE at Site and Surrounding Properties.
NOTE:
FNDO
CB .�+ �WFA1'1 t \
DH � �` t 't ; I ( � I O 't THE PROPERTY LINES AND WELTLAND DELINEATION ARE COMPILED FROM
THE BASE PLAN AND SURVEY DATA GENERATED BY
/ 8 70e ` . - 7- BSC GROUP OF YARMOUTH, MA, DATED 12-14-05
A�
gyp ,NF#OI i ' ENTITLED"EASEMENT PLAN OF LAND OF BAXTER AVENUE, YARMOUTH, MA"
I A l ROOF Runoff to be Diverted into
( I / y f \� Subsurface Dry -Wells PROPOSED LOT COVERAGE - 2.3 PERCENT
PROPOSED HOUSE - 1968 S.F.
CB D.H. I - ., {�+;F#A�d t'' '' 1; li O,( /' gt�,�' + 0'1'',1 LOT SIZE - - 84,287 S.F.
FND
THERE ARE WETLANDS LOCATED WITHIN A 200' RADIUS OF THE SAS.
T`` --1t \ �� Notu Remove soll down to et. 11.00 (Estimated) & i y
\� VQR#A9 , I t \ 13 replace with clean coarse sand w/perc. rate lase than or WETLAND FLAGGING AND BASE MAP GENERATED BY BSC GROUP
1 ;I� i tt tt t�1 �\ t; �� �� or equal to 2 min./In. before & after placement $ DATED DECEMBER 14, 2005
s 't \ '\ i i l '' % 't O \(��J A N
N/F ALDO NAfi HUEBER \\ - - z 1'`\ ''t`'`t '` 11 i1 '`1 't, 't1 �\ �`v`` Q7(4 M� k 'i` ZONING DISTRICT = R-25
ASSESS. MAP 39 PARCEL 1`10 - - \ `� ' t t t 't t 1 ---� •>~' I IJ t dE
' ,1' ' ' 1' `' \ \ ' D ell ' ;� 3'� �' SETBACK RQUIREMENTS
1 Y`# A8 It 'i ' ' i I �� r O \ NI p3q b i yc FRONT = 30'
Q W 1 I %4i%04, Oj' 1 '� SIDE = 15'
rest HOLE Lz l -' REAR = 20'
0 \
14.50 X34 , ,pg„ w DW o - y
t t t t L I T t;L
11
It t t 1 I -)3 T ' ; ' \y tea, t '', �„ ^j : ' ('•y
O��<ab ` ` `\ ' ,381 r ''"' ' -- Q L•L
V' r} _ 31) _ ASSESSORS MAP - 29 PARCEL 101 & 102
OVERCROIFN BOC ; I t l \ \ t \ Q \ l ` 11e5 NEW 500 GAIN` I a• - S 7 rTlr - -\
'\ I ' `t `t `t `,.� SEPII�TANK t n l �6r- ��D• i 1
LOT #4 I - \ quS'\1'\ PLOT'S \ TOF R EL. 8.50 'r•.1A I -- i
BS . ,s.ao \ D- ox " • w` • r r 'PROPOSE➢''FEMA FLOOD ZONE DISTRICT:
64,287 E. F. +/- `` `� \ t ` ` FNSH FUR EIV - 17.00 \ dry v - DRN2YrCY - VI '
PROPOSED FLOOD ZONE C AS SHOWN ON
w 17,614 S. F. +/- OF WETLANDS • .\ \ ��`�` `` �`. t ,PROPOSED ' ` - `
46,673 S. F. +/- OF UPLANDS I \� `` ``�` \� \ ;`,l : `�` \ 4 eEDROOM ; sAe ¢Ev. -- sen - ` ------ - _ - - -;%! ' CT ''tt COMMUNITY PANEL 250015 0005 D
W `,. `. � t � \ I �. .. -,: ,- ; ',
TRANS 1 PLOT 1
I \qF#A1T '1 1 `\ `\ i a ���:� ' 't PROJECT BENCH MARK
SB D.H. GT t
\ HZLF Th-------- _ LEGEND
ELEV, 15.00 FND TIPPED
. \ TF.$''4t -� --/d. ELEV. = 14.00 (NCVD) '
t l \ ' ' PROPO=' 't
rn \ \ t \ D�.en - IP FND �.'t
w O a r .. ."fiT�F#',,, \ iDrywell -\ 'la Dr' '
Im ----------- ti%'t 8X0 DENOTES PROPOSED
It
NIT MARY A. CLEASON t`'i I ` ,' i1i' `'`, \\``, `, \``, \ IP FND N/F JOAN E. CUNMINCS t SPOT GRADE
a A� \ DENOTES EXISTING
ASSESS. MAP 39 PARCEL fiWt I - //„v K 4 . \ \ \` \ `\` tj`O\ ASSESS. NAP 39 PARCEL 100 `t� X 104.46 SPOT GRADE
_ --
I kdD� \`, \ 5)i\ \ PL PROPERTY LINE
- 9+ F AS \ \. �- PROPOSED CONTOUR
3 i i f Q �` \ `, `` \ `` \��
Note: LIMIT OF WORK IS EQUAL TO 35 FEET ',
q.77 • /� /r /rf .cv\�� `.` `�` `�` ``\ �,,, `_\` �t1 � FROM EDGE OF BVW AND HAY BAIL LINE ---
/ / . 0 \11 97---- --97 EXISTING CONTOUR
l N 73D 38, ' 5 E %' '' ''9 ;� ; (6) \A2'`�,i i� ''t 't t'tl`t---------------f4 '� PERCOLATION DEEP TEST OTEST LE &LOCATION
\ 01 '` 1 ----------------- O WF#A2 WETLAND FLAG
CB D.H. i
FND `--------------10 \` o
Al ----------- 9 FENCE
N/F DENNIS L. %E'ELEY ` ______________
ASSESS. YAP 39 PARCEL !12 8 t
PRIVATE DRINKING WATER WELL
/' /' / � -., .� t1
'` '' REVISIONS
N/F DENNIS L. KEELEY \ J % /' t 7 Note: ELEVATION OF TOP OF PROPOSED FOUNDATION
ASSESS. MAP 39 PARCEL 1f3 \ 4J' /' /' IS TWO FEET ABOVE MAXIMUM ROAD HEIGHT IN FRONT OF LOT NO. DATE: DEFINITION
PERCOLATION TEST \ Added Dwells & Deck
#1 7/24/06 nPd (nn ryC nm Maatinn
Date of Percolation Test: APRIL 12, 2006
Test Performed By. BSC GROUP \
Results Witnessed By. AMY VON HONE, R.S. ( YARMOUTH B.O.H.)
,
Excavator: UNKNOWN \
Percolation Rate: 2 min./inch ® 42" BELOW GRADE.
Test Hole
No. 1
tY E{-xLin T
111LJII/-
'•
`
x
Loamy Sand
s'
Y4'-0•
min.
•+
• LlauMl
depth
.
Loamy San
ALL OUTLET PIPES FROM THE
DISTRIBUTION BOX SHALL BE 12• CONCREM cove
SET UVEL FOR AT LEAST 2 FT.
10 YR 5/8
Tstones over 3 In size.
4. This system is subject to inspection during installation
by Carmen E. Shay - Environmental Services, Inc.
5. The contractor shall install this system in accordance
_y. with Title V of the Massachusetts stole code, the approved plan
land Local Regulations.
6. If, during installation the contractor encounters any
soil conditions or site conditions that are different
from those shown on the soil log or in our design
N/F MICHAEL N. KENNEDY ._0, 5' -e'- installation must halt & immediate notification be
Assess. step 39 PARCEL cos 10made to Carmen E. Shay - Environmental Services, Inc.
ASSESS. NAP 39 PARCEL los CROSS SECTION END -SECTION 7. No vehicle or heavy machinery shall drive over the
septic system unless noted as H-20 septic components.
.a 6, N/F STEVEN ASTULI'I 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends.
¢�� 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes.
+` B' Assess. MAP 39 PARCEL 10f
�C ,'t 10. All solid piping, tees & fittings shall be 4" diameter
N/F NARY M HANNON " �, Schedule 40 NSF PVC pipes with water tight joints.
ASSESS. MAP 39 PARCEL f09 aU9 F o1�
�� SO X00 1 11. MUNICIPAL WATER is AVAILABLE at Site and Surrounding Properties.
NOTE:
FNDO
CB .�+ �WFA1'1 t \
DH � �` t 't ; I ( � I O 't THE PROPERTY LINES AND WELTLAND DELINEATION ARE COMPILED FROM
THE BASE PLAN AND SURVEY DATA GENERATED BY
/ 8 70e ` . - 7- BSC GROUP OF YARMOUTH, MA, DATED 12-14-05
A�
gyp ,NF#OI i ' ENTITLED"EASEMENT PLAN OF LAND OF BAXTER AVENUE, YARMOUTH, MA"
I A l ROOF Runoff to be Diverted into
( I / y f \� Subsurface Dry -Wells PROPOSED LOT COVERAGE - 2.3 PERCENT
PROPOSED HOUSE - 1968 S.F.
CB D.H. I - ., {�+;F#A�d t'' '' 1; li O,( /' gt�,�' + 0'1'',1 LOT SIZE - - 84,287 S.F.
FND
THERE ARE WETLANDS LOCATED WITHIN A 200' RADIUS OF THE SAS.
T`` --1t \ �� Notu Remove soll down to et. 11.00 (Estimated) & i y
\� VQR#A9 , I t \ 13 replace with clean coarse sand w/perc. rate lase than or WETLAND FLAGGING AND BASE MAP GENERATED BY BSC GROUP
1 ;I� i tt tt t�1 �\ t; �� �� or equal to 2 min./In. before & after placement $ DATED DECEMBER 14, 2005
s 't \ '\ i i l '' % 't O \(��J A N
N/F ALDO NAfi HUEBER \\ - - z 1'`\ ''t`'`t '` 11 i1 '`1 't, 't1 �\ �`v`` Q7(4 M� k 'i` ZONING DISTRICT = R-25
ASSESS. MAP 39 PARCEL 1`10 - - \ `� ' t t t 't t 1 ---� •>~' I IJ t dE
' ,1' ' ' 1' `' \ \ ' D ell ' ;� 3'� �' SETBACK RQUIREMENTS
1 Y`# A8 It 'i ' ' i I �� r O \ NI p3q b i yc FRONT = 30'
Q W 1 I %4i%04, Oj' 1 '� SIDE = 15'
rest HOLE Lz l -' REAR = 20'
0 \
14.50 X34 , ,pg„ w DW o - y
t t t t L I T t;L
11
It t t 1 I -)3 T ' ; ' \y tea, t '', �„ ^j : ' ('•y
O��<ab ` ` `\ ' ,381 r ''"' ' -- Q L•L
V' r} _ 31) _ ASSESSORS MAP - 29 PARCEL 101 & 102
OVERCROIFN BOC ; I t l \ \ t \ Q \ l ` 11e5 NEW 500 GAIN` I a• - S 7 rTlr - -\
'\ I ' `t `t `t `,.� SEPII�TANK t n l �6r- ��D• i 1
LOT #4 I - \ quS'\1'\ PLOT'S \ TOF R EL. 8.50 'r•.1A I -- i
BS . ,s.ao \ D- ox " • w` • r r 'PROPOSE➢''FEMA FLOOD ZONE DISTRICT:
64,287 E. F. +/- `` `� \ t ` ` FNSH FUR EIV - 17.00 \ dry v - DRN2YrCY - VI '
PROPOSED FLOOD ZONE C AS SHOWN ON
w 17,614 S. F. +/- OF WETLANDS • .\ \ ��`�` `` �`. t ,PROPOSED ' ` - `
46,673 S. F. +/- OF UPLANDS I \� `` ``�` \� \ ;`,l : `�` \ 4 eEDROOM ; sAe ¢Ev. -- sen - ` ------ - _ - - -;%! ' CT ''tt COMMUNITY PANEL 250015 0005 D
W `,. `. � t � \ I �. .. -,: ,- ; ',
TRANS 1 PLOT 1
I \qF#A1T '1 1 `\ `\ i a ���:� ' 't PROJECT BENCH MARK
SB D.H. GT t
\ HZLF Th-------- _ LEGEND
ELEV, 15.00 FND TIPPED
. \ TF.$''4t -� --/d. ELEV. = 14.00 (NCVD) '
t l \ ' ' PROPO=' 't
rn \ \ t \ D�.en - IP FND �.'t
w O a r .. ."fiT�F#',,, \ iDrywell -\ 'la Dr' '
Im ----------- ti%'t 8X0 DENOTES PROPOSED
It
NIT MARY A. CLEASON t`'i I ` ,' i1i' `'`, \\``, `, \``, \ IP FND N/F JOAN E. CUNMINCS t SPOT GRADE
a A� \ DENOTES EXISTING
ASSESS. MAP 39 PARCEL fiWt I - //„v K 4 . \ \ \` \ `\` tj`O\ ASSESS. NAP 39 PARCEL 100 `t� X 104.46 SPOT GRADE
_ --
I kdD� \`, \ 5)i\ \ PL PROPERTY LINE
- 9+ F AS \ \. �- PROPOSED CONTOUR
3 i i f Q �` \ `, `` \ `` \��
Note: LIMIT OF WORK IS EQUAL TO 35 FEET ',
q.77 • /� /r /rf .cv\�� `.` `�` `�` ``\ �,,, `_\` �t1 � FROM EDGE OF BVW AND HAY BAIL LINE ---
/ / . 0 \11 97---- --97 EXISTING CONTOUR
l N 73D 38, ' 5 E %' '' ''9 ;� ; (6) \A2'`�,i i� ''t 't t'tl`t---------------f4 '� PERCOLATION DEEP TEST OTEST LE &LOCATION
\ 01 '` 1 ----------------- O WF#A2 WETLAND FLAG
CB D.H. i
FND `--------------10 \` o
Al ----------- 9 FENCE
N/F DENNIS L. %E'ELEY ` ______________
ASSESS. YAP 39 PARCEL !12 8 t
PRIVATE DRINKING WATER WELL
/' /' / � -., .� t1
'` '' REVISIONS
N/F DENNIS L. KEELEY \ J % /' t 7 Note: ELEVATION OF TOP OF PROPOSED FOUNDATION
ASSESS. MAP 39 PARCEL 1f3 \ 4J' /' /' IS TWO FEET ABOVE MAXIMUM ROAD HEIGHT IN FRONT OF LOT NO. DATE: DEFINITION
PERCOLATION TEST \ Added Dwells & Deck
#1 7/24/06 nPd (nn ryC nm Maatinn
Date of Percolation Test: APRIL 12, 2006
Test Performed By. BSC GROUP \
Results Witnessed By. AMY VON HONE, R.S. ( YARMOUTH B.O.H.)
,
Excavator: UNKNOWN \
Percolation Rate: 2 min./inch ® 42" BELOW GRADE.
Test Hole
No. 1
DEPTH SOILS ELEV.
0 15.00
PROPOSED
Loamy Sand
IOYR 4/3
0"-12"
Ar
14.67
.
Loamy San
ALL OUTLET PIPES FROM THE
DISTRIBUTION BOX SHALL BE 12• CONCREM cove
SET UVEL FOR AT LEAST 2 FT.
10 YR 5/8
8'-24'
BGA
13.00
Garbage Grinder; Na
Leaching Capacity Proposed: 440 Gal./Day
Septic Tank 2 550 Gal./Day 1100 USE NEW 1,500 GAL. Septic Tank.
Sandy Loam
� T. n,
� tt YARMOUTH, MA
10YR 5/4
- z =
SOIL ABSORPTION
24"- 60'
G
10.00
ouT�T
'�
Med. Sand
;{
10YR 7/1
r: e•I.
32"
Ca
4.00
1
...
' �•° a' • 2
Sidewall Area: 0.74 gal./sq. ft. x 168 sq. ft. a 139 gallons
Test Hole
No. 2
DEPTH SOILS ELEV.
0 14.50
PROPOSED
Loamy Sand
10YR 3/3
0"-12"
Ar
1350
.
Loamy San
ALL OUTLET PIPES FROM THE
DISTRIBUTION BOX SHALL BE 12• CONCREM cove
SET UVEL FOR AT LEAST 2 FT.
10 YR 5/8
12'-42"
Br
11.00
Garbage Grinder; Na
Leaching Capacity Proposed: 440 Gal./Day
Septic Tank 2 550 Gal./Day 1100 USE NEW 1,500 GAL. Septic Tank.
COARSE SAND
� T. n,
� tt YARMOUTH, MA
10 YR 8/4
- z =
SOIL ABSORPTION
42"- 132
CI
3.50
ouT�T
'�
AREA: Using percolation rate of <2 min./inch
;{
r: e•I.
JUU -LJL-U I U.J yF w
Perc #1 t9 Test Hole #1j s4 a EAST FALMOUTH, MA 02536
Depth to Perc: 24" to 42" NITARIP
Perc Rate= 2 min./inch TEL/FAX S08-539-7966
Groundwater Observed ® ELEV 3.5 0 TH-2
BOTTOM OF TEST HOLE Elev. = 132°
MIW-29/ZONE A - INDEX = 8.2 for 4/06 SCALE: 1"=30' DRAWN BY: CES DATE: JUNE 30, 2006
ADJUSTMENT = 1.3 FEET
ADJUSTED H2O Elev. = 5.2 P OJECT#SD-938pp.dwg FILENAME: SD -938 SHEET 1 OF 1
JUL 2 5 2(
RECEIVE
PROPOSED
R E EO • R
PREPARED
.
SUBSURFACE SEWAGE DISPOSAL SYSTEM
ALL OUTLET PIPES FROM THE
DISTRIBUTION BOX SHALL BE 12• CONCREM cove
SET UVEL FOR AT LEAST 2 FT.
Design Calculations
Number of Bedrooms: 4 Equivalent to 440 Gal./Da
q y
�tHOFAt9Sc OF
2 GILBEfii LOT 4 BAXTER AVENUE
.,y
3�5"W ..., 2
KNOCxWTS "`'"''
•
Garbage Grinder; Na
Leaching Capacity Proposed: 440 Gal./Day
Septic Tank 2 550 Gal./Day 1100 USE NEW 1,500 GAL. Septic Tank.
� T. n,
� tt YARMOUTH, MA
- ss• I 1z• INLET
- z =
SOIL ABSORPTION
MR. PAUL SCHLAEGAL
ouT�T
'�
AREA: Using percolation rate of <2 min./inch
;{
r: e•I.
Bottom Area: 0.74 gal/sq. ft. x 420sq. ft. = 311 gallons
...
' �•° a' • 2
Sidewall Area: 0.74 gal./sq. ft. x 168 sq. ft. a 139 gallons
25 BROWNFELD ROAD
PREPARED BY:
1ss 4' - SCH. 40 7e
Providing: = 450 gallons
ZH OF
TI
PLAN SECTION CROSS-SECTION
�,W9- l/j� r f/j� I
A C��� T� E.SHA
Use: (4) 3050 H-20 INFILTRATOR CHAMBERS, HAVING A 2' EFFECTIVE DEPTH,
B R I D G EWATE R, MA 02324
�= CA N �� f/l/
3 HOLE DISTRIBUTION BOX - H-10 LOADING
(4' W x 7' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND
0 `, Si UA N ENVIR0NMENTAL SERVICES, INC.
NOT TO SCALE
4' OF WASHED STONE ON THE ENDS.
/ono\ )n Qi oz
1 P.O. BOX 627
JUU -LJL-U I U.J yF w
Perc #1 t9 Test Hole #1j s4 a EAST FALMOUTH, MA 02536
Depth to Perc: 24" to 42" NITARIP
Perc Rate= 2 min./inch TEL/FAX S08-539-7966
Groundwater Observed ® ELEV 3.5 0 TH-2
BOTTOM OF TEST HOLE Elev. = 132°
MIW-29/ZONE A - INDEX = 8.2 for 4/06 SCALE: 1"=30' DRAWN BY: CES DATE: JUNE 30, 2006
ADJUSTMENT = 1.3 FEET
ADJUSTED H2O Elev. = 5.2 P OJECT#SD-938pp.dwg FILENAME: SD -938 SHEET 1 OF 1
JUL 2 5 2(
RECEIVE