83-1736ALL COVERS TO SANITARY
4' SCH 40 PVC
UNITS SHALL BE BROUGHT
GARBAGE DISPOSAL UNIT ................................
10 FT. MIN. TO WTHIN 6" OF
PIPE - MIN PITCH
FINISH GRADE
1/8_ PER FOOT
TOP OF FOUND
( 710 GAL/BR./DAY x 1 BR. ) ......
EL= 103.0
CAL. IDA Y
REQUIRED SEPTIC TANK CAPACITY...._ .............
FIRST 2' TO
BE LEVEL
36'
9"
MIN. 3' DOUBLE PREFORA TED
DISIRIBU77ON LINE - SLOPE
0.005 FT. PER FOOT
3' ANN UNPERFORATED
PIPE - PITCH CLEAN SANG /
1/8" PER
FOOT
MIN. 29.
GRADE
FLOW LINE 11 1
£L= 100.0 . 10" MIN
EL= 99.25 EL -99.00
EL= 98.3
h
OUTLET TEE
LIQUID DEPTH
4 FT
5 FT.
6 FT.
7 FT
8 FT
4' CAST IRON ( OR
EQUAL)PIPE -MIN.
P17 -CH 1/4' PER FT. -
TEE DEPTH
BELOW FLOW LINE
14 INCHES
19 INCHES
24 INCHES
29 INCHES
34 INCHES
BAFFLE a
1500 GAL
SEPTIC
TANK
EL - 96.3 -
W DIST.
BOX
6' OF CRUSHED STONE
ON MECHANICALLY
COMPACTED LEVET. BASE
PROFILE OF
SEXAGE DISPOSAL SYSTEff
NOT TO SCALE
I�F,SICN CALCULATIONS
NUMBER OF BEDROOMS ....................................
1
SPL
HCRIZON
GARBAGE DISPOSAL UNIT ................................
NO
SOIL O1HER
MOTTLING
TOTAL ESTIMATED FLOW
TOWN WATER = =
( 710 GAL/BR./DAY x 1 BR. ) ......
110
CAL. IDA Y
REQUIRED SEPTIC TANK CAPACITY...._ .............
220
GAL.
ACTUAL SIZE OF SEPTIC TANK ........................
1500
GAL.
SOIL CLASSIFICATION ....................................
1
EFFLUENT LOADING RATE ........ .....................
0.74
GAL/SF
LEACHING AREA PROVIDED
8" - 23'
B
SIDEEWTj LL, + BOTTOM
IOYR 6/4
ROOTS
(25+2) x 2'x 2 + 25k 2' = ............
..................
...................
.WALL '+
158
S- F.
LEACHING CAPAC..ITY (SID BOTTOM) ..
117
GAL.
158 SF x 0.74 GAL / SF
23" - 756"
C
RESERVE LEACHING CAPACITY ...........................
117
GAL.
#� DEEP OBSERVATION HOLE LOG
DATE OF TES 10/25/05
WTNESSED BY L. MULKEEN
PERFORMED BY R.W.W.
n�
DEPTH FROM
SURFACE
SPL
HCRIZON
SQ'L
TEXTURE
SOIL
COLOR
SOIL O1HER
MOTTLING
99.0
TOWN WATER = =
= W
0 - 8"
A
LOAM SAND
IOYR 6/1
NO ROOTS
98.33
8" - 23'
B
LOAM SAND
IOYR 6/4
ROOTS
9708
23" - 756"
C
FINE/MED
2.5Y 8/2
86.0
SAND
WATER
155" - EL
= 86.08
PERCOLATION TEST
DATE: 10/25/05 DEPTH OF PERC. 61"
TIME: 11: 00 RATE MIN. PER INCH < 2
#2 DEEP OBSERVATION HOLE LOG
ELEV
DEPTH FROM
SURFA C£
SOIL
HORIZON
SOIL
TEXTURE
SOIL
COLOR
SO2 OTHER
MOTTLING
98.8
TOWN WATER = =
= W
0 - 7"
A
LOAM SAND
10 YR 6/1
NO ROOTS
98.2
7" - 27_
B
LOAM SAND
IOYR 6/4
ROOTS
96.55
27" - 120"
C
FINE/MED
2.5Y 3/2
88.8
SAND
NGWE
PERCOLA77ON TEST
DATE: 10L 105 DEPTH OF PERC.
77ME: RATE MIN. PER INCH <2
V4)?f4NCFS.-
TOWN OF YARMOUTH VARIANCES:
SECTION 3.7 - DISTANCES & LOCATION OF DISPOSAL FACILITIES
SEPTIC TANK TO BE 88 FT FROM WETLAND -
VARIANCE OF 12 FT
RESERVE AREA TO BE 90 FT FROM WETLAND -
VARIANCE OF 10 FT _
SEPTIC TANK TO BE 83 FT FROM WETLAND -
VARIANCE OF 17 FT
11/11/05 - DRYW
RE 10/31/05 SOIL
"NO 105.51?
SENT' GAUDETTE
DR. BY: R. 0 H.
WORK LIMIT
I; TOWN WATER
DATE' OCT. 11, 2005
SCALE' 1 IN = 20 FT
SHEET I OF 2
R. J. 0 'Hearn,
35 ROUTE 134, P. O. BOX 237
SWAN RIVER PLAZA, UNIT 2
SOUTH DENNIS, MA. 02660
APPROVED.
DATE
COdfXENTS.-
ENDS TO BE CAPPED
OR CONNECTED TOGETHER
BY UNPERFORA TER
PIPE
MAX EL=101.68 2' LAYER OF
TIN EL=99.68 % 1/8"-1/2" DOUBLE
I WASHED STONE
36'
A £L = 98.18
EL = 96.18
3/4" TO 1 1/2"
DOUBLE WASHED
STONE 15 FT MIN.
25'x 2x 2' 8.4 FT PROVIDED
BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL = 86.08
AD,VSTED GROUND WATER TABLE (10/ /05) EL =
MONITORING WELL MIW 29, ZONE A, OCT READING - 8.2
CORRECTION = 1.7 FT WATER EL = 87.78
I NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 177LE 5
AND IF/E TOWN OF YARMOUTH RULES AND REGULA DONS FOR THE
SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITA TY UNITS SHALL BE BROUGHT TO W774IN 6 INCHES
OF FINISH GRADE
J. EXIS77MG AND FINAL GRADES SHALL REMAINE ESSENTIALLY THE SAME, EXCEPT
AS INDICATED
4. NO DE7ERMINA 77ON HAS BEEN MADE BY THIS OFFICE AS TO COMPLIANCE
WTH TOWN ZONING REGULA 77ONS. OWNER / APPLICANT SHALL OBTAIN SUCH
DETERM/NA LION FROM THE APPROPRIATE AUTHORITY
5. THIS PLAN IS VAUO IF IT IS STAMPED AND SIGNED IN RED. THIS OFFICE
ASSUMES NO RESPONSIRIU TY FOR INFORMA 77ON CONTAINED ON COPIES
WHICH 00 NOT HAVE ORIGINAL STAMPS AND SIGNATURES.
6. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR W7HIN 10
FEET OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR
WTHIN 10 FEET OF DRIVES OR PARKING AREAS.
7. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL LOCA77ONS AND
ELEVATIONS INCLUDING EX7S77NC U77UT7ES, PRIOR TO CONS7RUC7TON. IF
ANY DISCREPANCIES ARE FOUND, THIS OFFICE SHALL BE NORR£D
IMMEDIATELY.
8. DEED RES TRIC 170M FOR ONE BEDROOM HOME TO BE RECORDED AT
BARNSTABLE REGISTRY OF DEEDS.
9. HAYBALES SHALL BE INSTALLED PRIOR TO CONSTRUC77ON AND
SHALL REMAIN UNTIL NATURAL RESOURCE OFFICER APPROVES L 0 T 9
THEIR REMOVAL.
Q) LOT /O
Y ".6c 9,545 SFf
LL z o w 0 2 Acf
Q I (n 0
O� O 12'x 10' - !'
Ln DECK
94.6 153.68' 1
I l 921 r \ DRYWELL .�
O 89? C 1 \ 94..v 16.4ft98+ _
�V 10.1
Q 1\ 90.5 \ ?
93.2 \\ .0.
O \
5M2ft \ o\ 97.
\ 90.7
AKA
CAPT.'S
V7LLAGE
t�G
VO C
HRS
GRAY R0
p
QO
LONG
NORTH
L OCl1 TION ffA P
LEGEND
EXTSRNG SPOT EL£VA TION
OOXO
EXIS77MG CONTOUR - - -
- 00 - - -
FINAL SPOT EL£VA T70N
00
SOIL TEST LOCA 77ON
TOWN WATER = =
= W
N
W E
S
A012
_ ,�, /
S. T
20.Oft f
e / 122 ft dW
FOwN 1yq rERT//1
EL=85.5'± rr 8 t` 1 \ \ HA w l(\\
DR -
PARlKNG �
1 a �_
/994.
189.4�I98.5
�o d
93.7
07 {�
lc�/n
L.C. PL 28410 / 11
/d
X961-%
BOARD OF HEALTH
AGENT
SITE PLAN
T IN= zOFT
0
y
DATE_
REGISTERED SANITARIAN LOCATION.
PROFESSIONAL LOT �l10233A/LONG POND 'RA
RICHARD N Y�R1Y1 OUTH 111 A.
LAND SURVEYOR O'HEARN J ES m1
N0.27871 EA y
P. L T . S.
R.
S.
�S�O� ASSESSORS MAP 59 PARCEL 83
SFDNALLAN F P\P� FLOOD ZONE. C ELEVATION. N A MAP DATE 7/029/92
ALL COVERS TO SANITARY
4' SCH 40 PVC
UNITS SHALL BE BROUGHT
PIPE - MIN PITCH
10 FT. MIN. TO Wi THIN 6" OF
1/8' PER FOOT
FINISH GRADE
NO
TOP OF FOUND
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY x 1 BR. ) ......
EL= 103.0 I
FIRST 2' TO
REQUIRED SEPTIC TANK CAPACITY ...................
BE LEVEL
MIN. 3' DOUBLE PREFORA TED
DISTRIBUTION LINE - SLOPE
0.005 FT. PER FOOT
3" MIN UNPERFORATED
PIPE - MIN PITCH CLEAN SAND /
1/8" PER FOOT
MIN. 'T 7 7
GRADE
ENDS TO BE CAPPED
OR CONNECTED TOGETHER
BY UNPERFORA TER
PIPE
MAX EL=101.68 2• LAYER OF
rMIN EL=99.68 I/8"-1/2' DOUBLE
WASHED STONE
36' MAXI I 6' MAY
l-
9 MIN
L
-- J6' MAX
FLOW UNE - £L - 98.68
EL- 100.0 EL= 99.75 fC= 98.3 10" MIN. £L=99.00 EL - 98.18
� a 6 -
BAFFLE m m £L = 96.18
4' CAST IRON ( OR EL = 96.3 -
EOUAL ) PIPE - MIN. W 3/4' r0 1 f/2"
PITCH 1/4" PER FT DOUBLE WASHED 5 FT MIN.
DIST. STONE -
2'x 2' - G4 FT PRONDED
BOX '
OUTLET TEE
LIQUID DEPTH TEE DEPTH - - - _ - - 6' OF CRUSHED STONE
BELOW FLOW LINE 1500 GAL LW MECHANICALLY
4 FT. 14 INCHES SEPTIC COVPACTED LEVEL BASE - - -
5 FT 19 INCHES TANK BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL = 86.08
0/ /05) EL =
6 F7. 24 INCHES ADJUSTED GROUND WATER FABLE 0
7 FT 29 INCHES PROFILE OF MONITORING WELL MIW 29, ZONE A. OCT READING - 8.2
8 FL 34 INCHES SEXACE DISPOSAL SYSTEM CORRECTION - 1.7 FT WATER EL = 87.78
NOT TO SCALE
DL'S/GN CALCULATIONS
#1
DEEP OBSERVATION HOLE
NUMBER OF BEDROOMS ....................................
1
VJ
GARBAGE DISPOSAL UNIT ................................
NO
10/25/05
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY x 1 BR. ) ......
1)0
GAL./DAY
REQUIRED SEPTIC TANK CAPACITY ...................
220
1500
GAL.
GAL.
ACTUAL SIZE OF SEPTIC TANK .........................
ELEV.
DEPTH FROM
SURFACE
SOIL CLASSIFICA77ON......................... ......... -
I
0.74
GAL/SF
EFFLUENT LOADING RATE ........ ......................
TALOAM
ELEV.
LEACHING AREA PROVIDED
SOL SOIL
HORIZON TEXTURE
- 27
SID(F25 4LL,)+ BOTTOM
BOTTOMS.
+2 x 2x 2 + 25'x 2' _..................
158
F.
...............................................
LEACHING CAPACITY BOTTOM) ..
DW
117
GAL.
71 /SFL
/ 58 SF x0.4CA
OOTSo-a"98.33
RESERVE LEACHING CAPACITY ...........................
117
GAL.
PERCOLATION TEST
DATE: 10/25/05 DEPTH F PERC.
TIME. RATE MIN. PER INCH ��
NOTES:
1 AND fTHE TO OF KMANSHIP ANYARMOUTHLS SHALL LES ANDFREGULA77ON5 FOR THE
SUBSURFACE DISPOSAL F SEWAGE.
2. ALL COVERS TO SAN/TATY UNITS SHALL BE BROUGHT TO WITHIN 6 INCHES
OF FINISH GRADE
J. EXISTING AND FINAL GRADES SHALL REMAIN£ ESSENTIALLY THE SAME, EXCEPT
AS INDICATED
4. NO DETERMINATION HAS BEEN MADE BY TH1S OFFICE AS TO COMPLIANCE
WITH TOWN ZONING REGULATIONS. OWNER / APPLICANT SHALL OBTAIN SUCH
DETERMINATION FROM THE APPROPRIATE AUTHORITY
5. THIS PLAN IS VALID IF IT IS STAMPED AND SIGNED IN RED. THIS FFICE
ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES
WHICH DO NOT HAVE ORIGINAL STAMPS AND SIGNATURES.
6 ALL APABLE OF
WITHSTANDIENTS OF THE NG H-10 LOADING NUNLESS THITARY EY ARE UNDER M SHALL BE COR WTHIN 10
FEET F DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR
WITHIN 10 FEET F DRIVES OR PARKING AREAS.
7. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION F ALL LOCATIONS AND
EY DISCREPANCIES ARE FOUND, THISNG EXIST7NG TIOU IF
OEEC£ SHALL BE NO FIED
AN
IMMEDU TEL Y.
8. DEED RESTRICTION FOR ONE BEDROOM HOME TO BE RECORDED AT
BARNSTABLE REC157PY F DEEDS.
9. HAYBALES SHALL BE INSTALLED PRIOR TO CONSTRUC110N AND LOT 9
SHALL REMAIN UNTIL NATURAL RESOURCE OFT7CER APPROVES
THEIR REMOVAL.
YAI2lANCES.'
TOWN OF YARMOUTH VARIANCES:
SECTION 3.7 - DISTANCES & LOCA77ON OF DISPOSAL FACILITIES
SEPTIC TANK TO BE 88 FT FROM WETLAND -
VARIANCE OF 12 FT
RESERVE AREA TO BE 90 FT FROM WETLAND -
AKA
CAPT.'S
#1
DEEP OBSERVATION HOLE
LOG
EXISTING CONTOUR ----00
VJ
DATE: 10125105 DEPTH OF PERC. 61'<
DATE F FEST
10/25/05
C,
TIME. 11: 00 RATE MW. PER INCH 2
LONG
WTTN£SSED BY
L. MULKEEN
ELEV.
DEPTH FROM
SURFACE
OL SOL SOIL
TURE COLOR MOTTLING
PERFORMED BY
R W. W.
0 - 7"
TALOAM
ELEV.
DEPTH FROM
SURFACE
SOL SOIL
HORIZON TEXTURE
- 27
THER
99'0
A LOAM SAND
2.5Y 3/288.8
OOTSo-a"98.33
- 23"97.0823"
B LOAM SAND
ND
r6/1
00TS8'
- 156'
C FINE/MED "
86.0
SANDER"
- EL6.08
PERCOLATION TEST
DATE: 10/25/05 DEPTH F PERC.
TIME. RATE MIN. PER INCH ��
NOTES:
1 AND fTHE TO OF KMANSHIP ANYARMOUTHLS SHALL LES ANDFREGULA77ON5 FOR THE
SUBSURFACE DISPOSAL F SEWAGE.
2. ALL COVERS TO SAN/TATY UNITS SHALL BE BROUGHT TO WITHIN 6 INCHES
OF FINISH GRADE
J. EXISTING AND FINAL GRADES SHALL REMAIN£ ESSENTIALLY THE SAME, EXCEPT
AS INDICATED
4. NO DETERMINATION HAS BEEN MADE BY TH1S OFFICE AS TO COMPLIANCE
WITH TOWN ZONING REGULATIONS. OWNER / APPLICANT SHALL OBTAIN SUCH
DETERMINATION FROM THE APPROPRIATE AUTHORITY
5. THIS PLAN IS VALID IF IT IS STAMPED AND SIGNED IN RED. THIS FFICE
ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES
WHICH DO NOT HAVE ORIGINAL STAMPS AND SIGNATURES.
6 ALL APABLE OF
WITHSTANDIENTS OF THE NG H-10 LOADING NUNLESS THITARY EY ARE UNDER M SHALL BE COR WTHIN 10
FEET F DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR
WITHIN 10 FEET F DRIVES OR PARKING AREAS.
7. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION F ALL LOCATIONS AND
EY DISCREPANCIES ARE FOUND, THISNG EXIST7NG TIOU IF
OEEC£ SHALL BE NO FIED
AN
IMMEDU TEL Y.
8. DEED RESTRICTION FOR ONE BEDROOM HOME TO BE RECORDED AT
BARNSTABLE REC157PY F DEEDS.
9. HAYBALES SHALL BE INSTALLED PRIOR TO CONSTRUC110N AND LOT 9
SHALL REMAIN UNTIL NATURAL RESOURCE OFT7CER APPROVES
THEIR REMOVAL.
YAI2lANCES.'
TOWN OF YARMOUTH VARIANCES:
SECTION 3.7 - DISTANCES & LOCA77ON OF DISPOSAL FACILITIES
SEPTIC TANK TO BE 88 FT FROM WETLAND -
VARIANCE OF 12 FT
RESERVE AREA TO BE 90 FT FROM WETLAND -
AKA
CAPT.'S
VILLAGE
PERCOLATION TEST
PDO
```�rr
EXISTING CONTOUR ----00
VJ
DATE: 10125105 DEPTH OF PERC. 61'<
00
SOIL TEST LOCATION
C,
TIME. 11: 00 RATE MW. PER INCH 2
LONG
#2
DEEP OBSERVA77ON HOLE LOG
ELEV.
DEPTH FROM
SURFACE
OL SOL SOIL
TURE COLOR MOTTLING
OTHER
98.8
0 - 7"
TALOAM
SAND 10YR 6/1 NO
ROOTS98.27'
- 27
SAND fOYR 6/4
ROOTS96.5527"
- 120'/MED
2.5Y 3/288.8
ND
NGWE
PERCOLATION TEST
DATE: 10/25/05 DEPTH F PERC.
TIME. RATE MIN. PER INCH ��
NOTES:
1 AND fTHE TO OF KMANSHIP ANYARMOUTHLS SHALL LES ANDFREGULA77ON5 FOR THE
SUBSURFACE DISPOSAL F SEWAGE.
2. ALL COVERS TO SAN/TATY UNITS SHALL BE BROUGHT TO WITHIN 6 INCHES
OF FINISH GRADE
J. EXISTING AND FINAL GRADES SHALL REMAIN£ ESSENTIALLY THE SAME, EXCEPT
AS INDICATED
4. NO DETERMINATION HAS BEEN MADE BY TH1S OFFICE AS TO COMPLIANCE
WITH TOWN ZONING REGULATIONS. OWNER / APPLICANT SHALL OBTAIN SUCH
DETERMINATION FROM THE APPROPRIATE AUTHORITY
5. THIS PLAN IS VALID IF IT IS STAMPED AND SIGNED IN RED. THIS FFICE
ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES
WHICH DO NOT HAVE ORIGINAL STAMPS AND SIGNATURES.
6 ALL APABLE OF
WITHSTANDIENTS OF THE NG H-10 LOADING NUNLESS THITARY EY ARE UNDER M SHALL BE COR WTHIN 10
FEET F DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR
WITHIN 10 FEET F DRIVES OR PARKING AREAS.
7. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION F ALL LOCATIONS AND
EY DISCREPANCIES ARE FOUND, THISNG EXIST7NG TIOU IF
OEEC£ SHALL BE NO FIED
AN
IMMEDU TEL Y.
8. DEED RESTRICTION FOR ONE BEDROOM HOME TO BE RECORDED AT
BARNSTABLE REC157PY F DEEDS.
9. HAYBALES SHALL BE INSTALLED PRIOR TO CONSTRUC110N AND LOT 9
SHALL REMAIN UNTIL NATURAL RESOURCE OFT7CER APPROVES
THEIR REMOVAL.
YAI2lANCES.'
TOWN OF YARMOUTH VARIANCES:
SECTION 3.7 - DISTANCES & LOCA77ON OF DISPOSAL FACILITIES
SEPTIC TANK TO BE 88 FT FROM WETLAND -
VARIANCE OF 12 FT
RESERVE AREA TO BE 90 FT FROM WETLAND -
AKA
CAPT.'S
VILLAGE
0�
PDO
```�rr
EXISTING CONTOUR ----00
VJ
FINAL SPOT ELEVA 770N
00
SOIL TEST LOCATION
C,
TOWN WATER = =
LONG
No
RD -
GRAY
NORTH
LOUY1 TION rl/IAP
LEGEND
EXISTING SPOT ELEVATION
00x0
EXISTING CONTOUR ----00
- - -
FINAL SPOT ELEVA 770N
00
SOIL TEST LOCATION
01
TOWN WATER = =
=W --
N
W E
r
S
Y
v
Q
LOT /O m
545 SFf cn
L'
z o ; 0 2 ACf7 40
� o
Ly
Op 12x 10' 1 pOH `O
U-) DECK 1
3 94.6 153.68' 1
/ 110.0ft
92.1 DRYWELLV
,6.4ft98 I
100, 89.��\ \\ ��\\ 94.� ! Old
Q 10.1
� o h / Q
107 11 ob IQOfl �?
Q \ 90.5 \\ 220, S. T.j{20 111 \ (00
\ 93.2 \ 20.Ok 1
(D ® \ \\ \ \ p 97.B. Oft JNA
® \\ 50.12k \4oft "\ ' �, �O 122S.T1f1 \ J 3
\ \ 90.7 \ \ ? Q L` wq rER H
EL=85.5't 8 1 1 1 \* wr 11\ r ORyry�[[ g
1 C
DRIVt& N 7 I!Rs
/'ARK/NC
IJ\ 100
8 \` \\ \\ �\ ��� 97.8 1994
tl I�89.4 4l'7 985
FND 1 941.1
s .1 1 89,>�
93.7 \ ��
927 6' J�Jn y
VARIANCE OF 10 FT. --
SEPTIC TANK TO BE 83 FT FROM WETLAND
VARIANCE OF 17 FT. L.C. PL 28410 J
11 Ja
'966
APPROVED. BOARD OF hrEALTZf
11 11 05 - DRYWELLS WORK LIMIT DATE AGENT SITS' PLAN
> tN = 20 FT
RE 10131105 SOIL TEST, TOWN WATER 6P
COAf"ArTS.- 1 � 1. J� P VJ
I'D . 1055R DAA` OCT. 11, 2005
'VENT'GAUDE7TE scALE: 1 fN = 20 FT DATE ���v
DR. BY: R. OH. SHEET 1 OF 2
NOF IAAF LOT 10 e2 LONG POND ISD.
OF M P� Ss LOCATION
� REGISTERED SANITARIAN �,P�j� AssgC �`� �
R. O He a 111 PROFESSIONAL �� RICHARD Sp o RICHARD N Y�IRIiTOUTHA•
LAND SURVEYOR J. �* JAMES
0 '� EARN
ti a ASSESSORS MAP 59 PARCEL 83
35 ROUTE 134, P. O. BOX 237 � NOH.�� � °' y
SWAN RIVER PLAZA, UNIT 2 P. L. S. �. S.°c1011 n QI FLOOD ZONE C ELEVATION. N A MAP DATE: 7/02/92
SOUTH DENNIS, MA. 02660 Fssl �pKo ITAa`
r