57 A&B Town Brook Road - Septic DesignL SOl L TEST
DEPTH HORIZ
TEXTURE
COLOR
MOTT.
WIN. rI IUn I/o ruc r I.
TOP OF FOUNDATION :
2C FT. MINIMUM FROM CELLAR
10YR5/3
NO
DATE OF SOIL TEST DECFMBER
2 2003
ELEV. 103.00
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE -
24 INCHES
i/8" TO 112-
-
HOTNESS DDBYE�BY•�ETSER
f AH�'RTY
ENGWEERTNG
---
GARBAGE DISPOSAL UNIT
MAXw98.35
A
CERN SAND
NE
VENT
29 INCHES
-.(OR EQUAL) MINIMUM
CONCRETE
(TO BE PLACED ON FIRM BASE)
INSPECTION PORT
�
CSMlA'nol O_i ELEV.00_70
Y��Tic POLE 2 ELEV.= 101_65
REQUIRED
COVERS -7
..4" SCHEDULE 40 PVC PIPE
34 INCHES
� CLOAhd AND SEED
:
PERCOLATION RATE .. < 2 __ M!N./INCH AT - 57_ INCHES
_ _
PERCOLATION RATE:-<�,C' ` MIN./INCH 1N C HORIZON
DEPTH HORIZ
TEXTURE
COLOR
MOTT.
WIN. rI IUn I/o ruc r I.
0-13 A
72" LAYER OF
10YR5/3
NO
ROOTS
13-30 8
LOAI,+Y SAND
10YR5/6
24 INCHES
i/8" TO 112-
30-120 C
4ASHED
"
4" CAST IRON PIPE
GARBAGE DISPOSAL UNIT
MAXw98.35
A
00.60 MAX
NE
VENT
29 INCHES
-.(OR EQUAL) MINIMUM
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
A e� ry At
SOIL ABSORP IIO,Y
MIN.
REQUIRED
PITCH 1/4" PER FT.
34 INCHES
_29OCL GAL
LOCATION -MAP
3/4" TO 1 1/2" CLEAN
z
I-
INDEX
MS7WAMON HOLE 3 ELEV.= _104.70
07SEATION HOLE 4 ELEV.=_ 10285
FLOW LINE
97.60
rn
DOUBLE WASHED STONE
ELEV. - _99.43-
ADJUST
° °
PERCOLATION RATE__:5__2__ MIN./INCH 1N C HORIZON
10"
.'MIN.
M= nC CINCC A CII T
ELEV.
LEVEL
o '; I
-
10` °
99.27_
ELEV. _ _9_8.5
GAS
ELEV.
6 SUMP
= 97_27 ELEV. _ _87.10_
0 ELEV.
_
95.=17
BAFFLE
° e Co °
° o Coo °
e e e e 6 °ELEV.
_ -- -
DISTRIBUTION
LIQUID
OUTLET
I
ELEV. _
�OX �Z.]4_
I 14 HIGH
CAPACITYINFILTRATORS WITH
DEPTH
= TEE
rm
/i
nc n, enrn ne, nou e�ec1
DEPTH HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-13 A
LOALIY SAND
10YR5/3
NO
ROOTS
13-30 8
LOAI,+Y SAND
10YR5/6
24 INCHES
ROOTS
30-120 C
COARSE SAND
2.5Y8/3
GARBAGE DISPOSAL UNIT
1
DEPTH
HORIZ • TEXTURE
COLOR
MOTT.
OTHER
0-8
A LOAMY SAND
10YR5/3
NO
ROOTS
B-26
8 LOAMY SAND
10YR5/6
24 INCHES
ROOTS
26-120
C COARSE SAND
2.5Y8/3
GARBAGE DISPOSAL UNIT
1
DEPTH
FEET
14 INCHESLLI
COLOR MOTT,
OTHER
TO BE WATER TESTED
11 X 96 X 16 TRENCH FORMAT ON
LOAMY SAND
.07
BOTTOM OF
TEST HOLE ELEV. _ -el.ZQ_
DES€GIS CALCULATIONS
FEET
24 INCHES
N'UMhER OF BEDROOMS
A A�
2000 GALLON
IF MORE THAN ONE OUTLET
COARSE SAND
GARBAGE DISPOSAL UNIT
1
NO WATER ENCOUNTERED AT _120= ELEV. _ -BDJ�
NO WATER ENCOUNTERED A7 -,2Q=' ELEV. e _9155
TOTAL ESTIMATED FLOW
r7' FEET
29 INCHES
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
A e� ry At
SOIL ABSORP IIO,Y
WELL NIA
ZONE a
11
-1.320 GAL:
FEET
34 INCHES
_29OCL GAL
LOCATION -MAP
3/4" TO 1 1/2" CLEAN
ffes+ 1
SYSTEM (SAS)
I-
INDEX
MS7WAMON HOLE 3 ELEV.= _104.70
07SEATION HOLE 4 ELEV.=_ 10285
S_5- MIN./IN.
_4.74- GAL./DAY/S.F.
LEACHING AREA
DOUBLE WASHED STONE
ADJUST
PERCOLATION RATE < 2 MIN./INCH AT NC _ INCHES
PERCOLATION RATE__:5__2__ MIN./INCH 1N C HORIZON
M= nC CINCC A CII T
_ -
DEPTH
SEWAGE DISPOSAL SYSTEM PR07LE
USGS PROBABLE WATER TABLE ELEV.
COLOR MOTT,
OTHER
OBSERVED WATER TABLE (
/ / ) ELEV. no
LOAMY SAND
NOT TO SCALE
BOTTOM OF
TEST HOLE ELEV. _ -el.ZQ_
DES€GIS CALCULATIONS
LOAMY SAND
Q
N'UMhER OF BEDROOMS
9.
C :
COARSE SAND
GARBAGE DISPOSAL UNIT
'C
MEDIUM/
i
TOTAL ESTIMATED FLOW
( 110 GAL/811./DAY X 6 BR.)
__f5O_ GAL./DAY
JOB N0. 5851-02
REQUIRED SEPTIC TANK CAPACITY -
-1.320 GAL:
-
ACTUAL SIZE OF SEPTIC TANK
_29OCL GAL
LOCATION -MAP
REVISED
SOIL CLASSIFICATION
I-
/ /// V
i
DESIGN PERCOLATION RATE
EFFLUENT LOADING RATE
S_5- MIN./IN.
_4.74- GAL./DAY/S.F.
LEACHING AREA
931_33 SQ, FT.
DEPTH
HORiZ
TEXTURE
COLOR MOTT,
OTHER
0-7
A
LOAMY SAND
1DYR5/2 NO
ROOTS
7-32
B
LOAMY SAND
10YR6/6
LOAMY SAND
32-120
C :
COARSE SAND
2.5Y7/2
'C
DEPTH
HORIZ
.TEXTURE
COLOR
MOTT.
OTHER
0-6
A
LOAMY SAND
10YR5/2
NO
ROOTS
6-30
B
LOAMY SAND
t0YR6/6
ROOTS
30-120
'C
MEDIUM/
2.5Y7/2
COARSE SAND
JOB N0. 5851-02
C.-�S84PROJ15851-OO)Idwgj,.0
851-SASOWG ®2004 SW'EETSER ENGINEERING
APPROVED: BOARD OF HEALTH
DATE AGENT
NOTES:
(1,X68 + 77X2X,6 12
( / ) j !t 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM 70 D.E.P.
LEACHING CAPACITY (AREA X RATE) � 1� GAL./DAY 21A90. r' NO WATER ENCOUNTERED AT _1 10" ELEV. _ o J9 NO WATER ENCOUNTERED AT X170""_ ELEV. _ __92fl5 f TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
931.33 X 0.74 ? / s ...
8 J.
THE SUBSURFACE DISPOSAL OF SEWAGE,
RESERVE LEACHING CAPACITY !�"91@ GAL/DAY / / 2. ALL COVERS TO SANITARY UNITS SHALL BE .BROUGHT TO
/
6 J / i ' i) 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
/ �J 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
/ CRDI ! USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
/_;, / // �✓ // - .101.6. /
�/^ / / 7�j / �/c/ '�(/c[� / / ii'BD/ ! 4 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
1 AI? O(J / / / MA / i L OVVL F1 89.74 /; // / // / / / 1 ( PAID.4 pytH a BE MORTARED IN PLACE.
//// / , - /. ,.. /,.� /.. �- _ ` P' .c.�t•. � .',�'"�' 1. e 1 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
(f ND) �� DEEDED OR ZONING REGULATIONS. OWNER:/ APPLICANT IS TO
PLACE II / ��w�/]` OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
X02.5 /�ncw-iaQY `a �•/��ds.. „
.i6
�/ q n q �J Q q /�/ / / / / \104.6 , ` 4.0 eo uU?+J!S ARE
BK. / `7 � / `t PG. 2C� 1 /�� , %102.>S / / Y � r u . NO. f:,9 `° 6. STITO CALL H DIG-SAFE"
PAT 1 888-30441-7 33 AT EAST 72 HOURS
R
/, ,/ / / / / j 10 p HT j o PRIOR TO COMMENCING WORK ON SITE.
2 / 1 R
® / //� / / / / k r�� �6 /�� c�� p 7. CONTRACTOR 1S TO VERIFY GRADES AND ELEVATIONS AS WELL AS
/r / / / / 1 $� 102i 03.6 / S 'V� yi S 7E H SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
/, /' gkl / / / i / / 4•r r. -�- o : //J/ ,• 4kITARM ,
C.O. 1 �� ✓i�% y I IS TO BE BROUGHT TO 7HE ATTENTION OF THE DESIGN ENGINEEP./r/ i \ R ! rL AD IMMEDIATELY.//// / \ R /�� 1 r/� 7 2O 8. PARCEL IS IN FLOOD ZONES A9(EL10.O�SB, C
101. �' 101.7 1 -y'! \ Ji ` �/ 9. LOT IS SHOWN ON ASSESSORS MAP _ � AS PARCEL ___73
_
� -_ i - _ /D�J 10. EXISTING DWELLING, SHED, SEPTICS, AND UTILITIES ARE TO BE REMOVED.
O // 90.3 / / // g0� 0� \ • 102.6 / , - �/ '� 5� 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
F� 5
/ O //'/ r / �' / / /` ��° \'� / / SOIL /'� \ � v , ^/�� Z A MINIMUM -0F 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
O / /// / / / / / \ / / A. 101.1 TEST 2 ' ,l` M • �`�+ ` 5 �J WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3).
`T\\V 101.8 2000( GALLON i 101.0 !- �� ► o ='102.3
SEV71 TANK ; I '�4__•
�.f V OC SOIL ! C.O. ,/ 1, r • M ORItr \ 103.5 `
/Q TEST 1 - - - `- f� z w
\ ,"
/. V �/��/�// ��' /_�� / l r•O 101.6 • 101.2 / \�� // y C.O. --4i / // `� \ `r'�•_r -------- '0!P
P �90.1 /, ' / /' l �p. l RRr�^✓ JCS Q Al a ,% f/ \\ • �A • o.
Q e ti \ 101 4 ' ` ' - ,•�
�� / _ \ / \ 1020 y.
nn� / / ✓ / / �� ?O // 99.7 7 -4 / r 97.3 • `98.5 r \ O � )
oo o° / 97.6 ) /
�V✓//// jV: // // / ti� j // oQ°o4 / + 100 // 1 1,00.5 i '
i / l On < L > Qzg 4 102 / / r A.__
(� �F/-�
CO
100, 98.6
100.6 \ /3. / / 1 104.2 O `•` M \-
(, LIMIT`-
' 90.1 /// / I / / / \ ro 9 / / / 50VERDIG / 104 A \ �M ► 101.2 \
DRYWELL
/ \ / / / / 1 \ ���' ► 'n1�
.100.4
(/ VENT1 1 .104.6 05.0 .105.5 \/ i 4
lob. -
No \ / /%/J\
I ' �.. 104.9
� `ter • -.y / �
x 1o6lo 7158
105.5 r WO 1 g J
T' f
\ 11b3.4 A /
FL Lt /I 1.95 AC
r n
S / / = ss.6 s�• !y; c� (SOIL $ io2.z Y 100
3 'o /\ `� tom,( �(^ / .100.2 I Y 2000 GALLON oW / • J . R. LJ
r /`\\ I NI, ;
SEPTIC LANK 5.2 ��i l "' .104.9 / // / / g O
/ 1 1
UPLAND - 59,475 ' S.F. - 1..g f AC. oo. \ / '� 1 I C.O. #IDs -- � (� �o (FAID
Z , , a� /o 0
WETLAND - 4,98P i S. F. - 0. 11\\� AC. /� 9B.1^ /I D. box . �D .4 �.tos / • 100.5 /, /
\ = 103.3
26 TOTAL - 64,464 S. F. - 1.48 \ A C. ,� 5P�' /� I �, { 'C.o. jos • 103:6 , sz0 102
�Q
LIMIT F / �Q 103.1 \ .104.4 \ '1 (Z� . = t0 , ,/
ovER�Ic1 /� f \ o i \ \ So,L , `tel
/ ! - (� M i
r r // f i 'i I J�ow = 1Q3. TEST 4 lJ
/
1004/ ,i Dr BO \ oO 1
�/ 8� 99.3 I `I QSh� t j\ / 1
Q ti° t�l 3.9 \ •� 100.8
o = 00.E / / 99.1 \ I rn • j 103.7
\ `� `
12 I
1 \ O°hOs�°°'F f
y ' i r 19p:2 \ 1\ 11.00' J \ 10 \ 10
/1 -- k 1D
3.4
RD 0.4 moo r \.a 10
VENT`. � r / / / \ \ � � •. 98.9 \ \ � 0� \.\ � � � \* ±" 1021.2 / �
101.6
1
(102).-_; 1
= 100.7
// • 98.6 \\ 100.5 {� !)_
DEAN C. & CA TH)l A. FRA SER /�' ;� a 1 1 ,Do =, 1 • ,D,. / ,: o
.. 09m • � /
BK. 10205 PG. 140
= 8.8 LEGEND.
RIC IA RD XX. VARBI TT G� O O i 1„p.: �% �� to %� EXISTING SPOT ELEVATION 0.0
LAM[y / RV 77 .98.7 / x(98) \ ` 2 V A nab cam• o lJ ,xq"y��� V " $ �1� O FINAL IINSPOTO ELEVATIONNTOUR -- �0-
`\I A. HOLMES \ 3 ��/ ( J 0006 E / od4 J K/? B FINAL CONTOUR 00 Tp
BK 14047 PG. 304 ' V 97.5 O/ ��°v ✓ {� 98.7 SOIL TEST LOCATION
��/\ `` \ ��'! \ ® I J UTILITY POLE
(PND) TOWN WATER -W_W
CATCH BASIN
V \ - V ' $� GAS LINE G
O JUDI TH A: DlL ORENZO o CB. Q6,e o CESSPOOL oP
CLEANOUT C.O.
r� RK. 1101,? - Pr, .50t`5
(PND)
C T'..
e .s
ti Od
F/�4G�eFN y�'
ROU7F 2e
PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRUCTION
_
Loc. r,
ID ! 21 TOUN BROOD RD..
TTEST YARIgOUTU, MASS.
SrL =FL E G ii:t E.'r G
508- 235 GP. O BOX= 7 3 ROAD
398-3922 SOUTH DENNIS, MASS. 02660
DATE JAN. 30, 200420
_ 20'
REVISED
JOB N0. 5851-02
LOCATION -MAP
REVISED
SHEET 1OE 1
C.-�S84PROJ15851-OO)Idwgj,.0
851-SASOWG ®2004 SW'EETSER ENGINEERING
APPROVED: BOARD OF HEALTH
DATE AGENT
NOTES:
(1,X68 + 77X2X,6 12
( / ) j !t 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM 70 D.E.P.
LEACHING CAPACITY (AREA X RATE) � 1� GAL./DAY 21A90. r' NO WATER ENCOUNTERED AT _1 10" ELEV. _ o J9 NO WATER ENCOUNTERED AT X170""_ ELEV. _ __92fl5 f TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
931.33 X 0.74 ? / s ...
8 J.
THE SUBSURFACE DISPOSAL OF SEWAGE,
RESERVE LEACHING CAPACITY !�"91@ GAL/DAY / / 2. ALL COVERS TO SANITARY UNITS SHALL BE .BROUGHT TO
/
6 J / i ' i) 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
/ �J 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
/ CRDI ! USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
/_;, / // �✓ // - .101.6. /
�/^ / / 7�j / �/c/ '�(/c[� / / ii'BD/ ! 4 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
1 AI? O(J / / / MA / i L OVVL F1 89.74 /; // / // / / / 1 ( PAID.4 pytH a BE MORTARED IN PLACE.
//// / , - /. ,.. /,.� /.. �- _ ` P' .c.�t•. � .',�'"�' 1. e 1 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
(f ND) �� DEEDED OR ZONING REGULATIONS. OWNER:/ APPLICANT IS TO
PLACE II / ��w�/]` OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
X02.5 /�ncw-iaQY `a �•/��ds.. „
.i6
�/ q n q �J Q q /�/ / / / / \104.6 , ` 4.0 eo uU?+J!S ARE
BK. / `7 � / `t PG. 2C� 1 /�� , %102.>S / / Y � r u . NO. f:,9 `° 6. STITO CALL H DIG-SAFE"
PAT 1 888-30441-7 33 AT EAST 72 HOURS
R
/, ,/ / / / / j 10 p HT j o PRIOR TO COMMENCING WORK ON SITE.
2 / 1 R
® / //� / / / / k r�� �6 /�� c�� p 7. CONTRACTOR 1S TO VERIFY GRADES AND ELEVATIONS AS WELL AS
/r / / / / 1 $� 102i 03.6 / S 'V� yi S 7E H SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
/, /' gkl / / / i / / 4•r r. -�- o : //J/ ,• 4kITARM ,
C.O. 1 �� ✓i�% y I IS TO BE BROUGHT TO 7HE ATTENTION OF THE DESIGN ENGINEEP./r/ i \ R ! rL AD IMMEDIATELY.//// / \ R /�� 1 r/� 7 2O 8. PARCEL IS IN FLOOD ZONES A9(EL10.O�SB, C
101. �' 101.7 1 -y'! \ Ji ` �/ 9. LOT IS SHOWN ON ASSESSORS MAP _ � AS PARCEL ___73
_
� -_ i - _ /D�J 10. EXISTING DWELLING, SHED, SEPTICS, AND UTILITIES ARE TO BE REMOVED.
O // 90.3 / / // g0� 0� \ • 102.6 / , - �/ '� 5� 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
F� 5
/ O //'/ r / �' / / /` ��° \'� / / SOIL /'� \ � v , ^/�� Z A MINIMUM -0F 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
O / /// / / / / / \ / / A. 101.1 TEST 2 ' ,l` M • �`�+ ` 5 �J WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3).
`T\\V 101.8 2000( GALLON i 101.0 !- �� ► o ='102.3
SEV71 TANK ; I '�4__•
�.f V OC SOIL ! C.O. ,/ 1, r • M ORItr \ 103.5 `
/Q TEST 1 - - - `- f� z w
\ ,"
/. V �/��/�// ��' /_�� / l r•O 101.6 • 101.2 / \�� // y C.O. --4i / // `� \ `r'�•_r -------- '0!P
P �90.1 /, ' / /' l �p. l RRr�^✓ JCS Q Al a ,% f/ \\ • �A • o.
Q e ti \ 101 4 ' ` ' - ,•�
�� / _ \ / \ 1020 y.
nn� / / ✓ / / �� ?O // 99.7 7 -4 / r 97.3 • `98.5 r \ O � )
oo o° / 97.6 ) /
�V✓//// jV: // // / ti� j // oQ°o4 / + 100 // 1 1,00.5 i '
i / l On < L > Qzg 4 102 / / r A.__
(� �F/-�
CO
100, 98.6
100.6 \ /3. / / 1 104.2 O `•` M \-
(, LIMIT`-
' 90.1 /// / I / / / \ ro 9 / / / 50VERDIG / 104 A \ �M ► 101.2 \
DRYWELL
/ \ / / / / 1 \ ���' ► 'n1�
.100.4
(/ VENT1 1 .104.6 05.0 .105.5 \/ i 4
lob. -
No \ / /%/J\
I ' �.. 104.9
� `ter • -.y / �
x 1o6lo 7158
105.5 r WO 1 g J
T' f
\ 11b3.4 A /
FL Lt /I 1.95 AC
r n
S / / = ss.6 s�• !y; c� (SOIL $ io2.z Y 100
3 'o /\ `� tom,( �(^ / .100.2 I Y 2000 GALLON oW / • J . R. LJ
r /`\\ I NI, ;
SEPTIC LANK 5.2 ��i l "' .104.9 / // / / g O
/ 1 1
UPLAND - 59,475 ' S.F. - 1..g f AC. oo. \ / '� 1 I C.O. #IDs -- � (� �o (FAID
Z , , a� /o 0
WETLAND - 4,98P i S. F. - 0. 11\\� AC. /� 9B.1^ /I D. box . �D .4 �.tos / • 100.5 /, /
\ = 103.3
26 TOTAL - 64,464 S. F. - 1.48 \ A C. ,� 5P�' /� I �, { 'C.o. jos • 103:6 , sz0 102
�Q
LIMIT F / �Q 103.1 \ .104.4 \ '1 (Z� . = t0 , ,/
ovER�Ic1 /� f \ o i \ \ So,L , `tel
/ ! - (� M i
r r // f i 'i I J�ow = 1Q3. TEST 4 lJ
/
1004/ ,i Dr BO \ oO 1
�/ 8� 99.3 I `I QSh� t j\ / 1
Q ti° t�l 3.9 \ •� 100.8
o = 00.E / / 99.1 \ I rn • j 103.7
\ `� `
12 I
1 \ O°hOs�°°'F f
y ' i r 19p:2 \ 1\ 11.00' J \ 10 \ 10
/1 -- k 1D
3.4
RD 0.4 moo r \.a 10
VENT`. � r / / / \ \ � � •. 98.9 \ \ � 0� \.\ � � � \* ±" 1021.2 / �
101.6
1
(102).-_; 1
= 100.7
// • 98.6 \\ 100.5 {� !)_
DEAN C. & CA TH)l A. FRA SER /�' ;� a 1 1 ,Do =, 1 • ,D,. / ,: o
.. 09m • � /
BK. 10205 PG. 140
= 8.8 LEGEND.
RIC IA RD XX. VARBI TT G� O O i 1„p.: �% �� to %� EXISTING SPOT ELEVATION 0.0
LAM[y / RV 77 .98.7 / x(98) \ ` 2 V A nab cam• o lJ ,xq"y��� V " $ �1� O FINAL IINSPOTO ELEVATIONNTOUR -- �0-
`\I A. HOLMES \ 3 ��/ ( J 0006 E / od4 J K/? B FINAL CONTOUR 00 Tp
BK 14047 PG. 304 ' V 97.5 O/ ��°v ✓ {� 98.7 SOIL TEST LOCATION
��/\ `` \ ��'! \ ® I J UTILITY POLE
(PND) TOWN WATER -W_W
CATCH BASIN
V \ - V ' $� GAS LINE G
O JUDI TH A: DlL ORENZO o CB. Q6,e o CESSPOOL oP
CLEANOUT C.O.
r� RK. 1101,? - Pr, .50t`5
(PND)
C T'..