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ROBE T JOHNSTON, P. E. 08961
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JAMES W.OUTTON, L.S. AF70074
This document is an Instrument of
professional service, and shall not be used, In
whole or In port, for any project other then
for which it was created without the express,
written consent of DUTTON do JOHNSTON, LLC.
Any unauthorized use, reuse, mod/flcation or
conversion of this document shaft be of the
user's sole risk without liability or legal
exposure to DUTTON do JOHNSTON, LLC.
O 2002 — DUTTON & JOHNST'W LLC.
THIS PLAN HAS BEEN
PREPARED AND APPROVED
BY DUTTON & JOHNSTON, LLC
FOR: 1APPR. BY I DATE:
AL
REVISIONS:
1212212005- SEPTIC, GRADING
nK1-,?.1/9fnFi - i4n1I SF nnivF R
DATE: 11/09/2005
SCALE: 1' - 20'
SHEET 2 of 3
A -44-087-P1
04087 -PLOT PLAN.DWG
TURN END SECTIONS
OF SEDIMEN T BARRIER
UP SLOPE TO PREVENT
BYPASS OF WATER
END SE•CTION�
RL TER FABRIC•
OAK STAKES 10' ON
CEN7ER, TYPICAL
THE MIDDLE SECTION SHALL
BE INSTALLED LEVEL FOLLOWING
THE GROUND CONTOUR UNE
I SEC770N
GRADE, TYP.
/-F/L MER FABRIC
EXCAVATE EXISTING SOIL
AND FIRMLY EMBED BOTTOM
OF F7L TER FABRIC
--- FLOW
i --EXISTING GRADE, TYP.
STAKE 12" MIN.
PO
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CT D.O. T. 2" STONEad� a3 a'3
aClo c) bba Qggn b qq
F7L7ER FABRIC
EXISTING GRADES . c;
PROVIDE RISERS IF 774E TOP OF FINAL
/-THE SEP71C TANK IS DEEPER 714AN 12"1 -GRADE
MIN. 17" DIA. MANHOLE
INSPECTION OPENING a if
(OPTIONAL)l k,v= WARKIN
LU
INLET
INLET BAFFLE
--- OUTLET
C)U7LET FX IFR
UEWaE
� A
1/3 REQUIRED CAPACITY -1
C0NCRE7E SEP77C TANKS SHALL CONFORM TO SECTION V.
"SEPTIC TANKS" OF THE "CONNECTICUT PUBLIC HEALTH
CODE, REGULA 710NS AND 7ECHN/CAL STANDARDS FOR
SUBSURFACE SEWAGE DISPOSAL SYSTEMS", REVISED
THROUGH JANUARY 1, 2004.
NOT TO SCALE
GRADE
LOAM AND SEED
FILTER FABRIC, TYPAR / 3151
OR APPROVED EQUAL
1'0 DIA. CRUSHED STONE
4" PERFORATED A V C. PIPE
HOLES DOWN
ocy, -men WIT RW3141
N
VLSAND FILL, IF REQUIRED
BOTTOM OF TOPSOIL, TYPICAL
4'1'DE LEACHING ll4ENCH
NOT TO SCALE
OPTIONAL OUTLET LOCATION
90' PVC ELL
I– _ –_--�
1 1
/IVLer I OUR ET—
NOTE. INLET FLOW UNE ELEVATION AT 774E \_PERFORATED
DISTRIBUTION BOX SHALL SIE SETA MINIMUM DISTRIBUTION PIPE
OF 6" BELOW THE OUTLET ELEVATION OF THE
SEPTIC TANK.
NOT TO SCALE
PROVIDE ..5' OF
COVER OR INSULA W q
AS REQUIRED M
0o00000
°0 0000 °o
0000 °o
:o0 '00o 00
�c°0°00000 00000
OGo-%0000;0
DISTRIBUTION BOX
SEE DETAIL
SEPTIC SYSTEM NOTES:
THE SEP77C SYSMY SHALL BE INSTALLED IN ACCORDANCE WITH THE STATE OF CONNECTICUT PUBLIC
HEALTH CODE. SERIAL O/S7R/BU770N SHALL BE USED.
TOPSOIL W1774IN 774E LEACHING AREA SHALL BE STRIPPED PRIOR TO PLACEMENT OF 774E SAND FILL,
EXCAVATION EQUIPMENT IS NOT PERMITTED IN 774E LEACHING AREA UN71L THE SAND FILL HAS BEEN
PLACED AND COMPACTED.
THE SAND FILL SHALL BE COMPACTED TO 90X OF OP77MUM DENSITY AND SHALL BE PLACED IN LIFTS
NOT EXCEEDING 12 INCHES /N DEP774.
SAND FILL SHALL CONSIST OF A CLEAN UNIFORM BANK RUN SAND OR GRAVEL AND SHALL BE
APPROVED BY 774E LOCAL HEALTH AUTHOR/TY PRIOR TO PLACEMENT.
A LICENSED SEPTIC INSTALLER MUST OBTAIN A "PERMIT TO CONSTRUCT" FROM 714E HEAL 7H
DEPARTMENT BEFORE BEGINNING THE SEPTIC SYSTEM.
THE LEACHING AREA SHALL BE STAKED FOR CONSTRUCTION BY A LICENSED LAND SURVEYOR.
714E CONTRACTOR SHALL COORDINATE INSPECTIONS WITH THE HEALTH DEPARTMENT.
PIPING FROM 774E FOUNDA77ON WALL TO THE SEPTIC TANK SHALL BE 4" MINIMUM /N DIAMETER AND
COMPLY W774 TABLE NO. 2 OF THE HEALTH CODE. THE PIPE SHALL BE INSTALLED AT A MINIMUM
P/TCH OF 1/4 IN117.
PIPING FROM THE SEPTIC TANK TO THE DISTRIBUTION BOX, BETWEEN INE DISTRIBUTION BOXES AND
PERF0RA7ED DISTRIBUTION PIPE SHALL BE 4" IN DIAMETER AND COMPLY WITH TABLE Na 5 OF THE
HEALTH CODE.
ALL CHANGES /N PIPE DIRECTION OR GRAD SHALL BE MADE W1 TH PROPER F1 mws.
THE SEPTIC TANK INSPECTION OPENINGS SHALL BE PROVIDED Wl TH RISERS IF GREA TER THAN 12"
BELOW GRADE.
TOPSOIL AND 0774ER ORGANIC MATERIAL WHIN THE LEACHING AREA SHALL BE STRIPPED PRIOR TO
PLACEMENT OF SELECT FILL MATERIAL
774E LEACHING AREA SHALL BE "ROPED OFF" OR 0774ERWISE PROTECTED FROM DIS7URBANCE UNTIL
CONSTRUCTION ON THE LEACHING AREA IS STARTED.
SELECT FILL
IT /S THE RESPONSIBILITY OF 774E SEP71C INSTALLER TO PROVIDE SELECT FILL MATERIAL 1N
CONFORMANCE Wl TH THE FOLLOWING.
THE SEP77C INSTALLER SHALL PROVIDE A SIEVE ANALYSIS TO THE HEALTH DEPARTIWENT FOR
APPROVAL /F REQUESTED.
SELECT F7LL PLACED WITHIN AND ADJACENT TO LEACHING SYSTEM AREAS SHALL BE COMPRISED OF
CLEAN SAND, OR SAND AND GRAVEL,, FREE FROM ORGANIC MATTER AND FOREIGN SUBSTANCES. THE
SELECT FILL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS O7HERWISE APPROVED BY A
PROFESSIONAL ENGINEER FOR USE W1 THIN THE LEACHING AREA:
THE SELECT FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 774REE (3) INCH SIEVE.
UP TO 45X OF THE DRY WEIGHT OF 774E REPRESENTA77VE SAMPLE MAY BE RETAINED ON 774E k#4
SIEVE (THIS IS 774E GRAVEL PORTION OF THE SAMPLE).
774E MATERIAL THAT PASSES THE #4 SIEVE /S 774AN REWETGHED AND 774E SIEVE ANALYSIS STARTED.
THE REMAINING SAMPLE SHALL MEET THE FOLLOWING CR17ERIA:
SIE VE SIZE
PERCENT PASSING
WET SIEVE
DRY SIEVE
14
100
100
110
70– 80
70– 100
140
10-50*
10– 75
1100
0-20
0 – 5
1200
0– 5
0– 2.5
*PERCENT PASSING THE 140 SIEVE CAN BE INCREASED TO NO GREATER
THAN 75X IF 774E PERCENT PASSING 774E J100 SIEVE DOES NOT EXCEED
10% AND THE 1200 SIEVE DOES NOT EXCEED 5r
SEPTIC SYSTEM DESIGN
THE SEPTIC SYSTEM DESIGN /S BASED ON A PERCOLATION RATE OF LESS THAN 10.1 MIN11N AND
A 3 BEDROOM HOUSE, 774E REQUIRED EFFECTIVE LEACHING AREA IS 495 SQ.FT.
THE LEACHING SYSTEM SHALL CONSIST OF 2 ROWS Of 4' WIDE, 83 FEET LONG LEACHING TRENCHES
PROVIDING AN EFFEC77VE LEACHING AREA OF 495 SQ. FT.
ELEVATIONS OF THE SEP77C SYSTEM SHALL BE ADJUSTED IN THE FIELD SO THAT THE FLOW LINES OF
THE LEACHING TRENCHES ARE NOT MORE THAN 24 INCHES BELOW EXISTING GRADE.
MLSS ANAL PSIS:
NO RES7R1C77VE LAYER PER HEALTH DEPARTMENT
NO MLSS ANALYSIS REQUIRED
UNDERGROUND OIL TANKS ARE NOT PERMITTED.
1 1/2" DIA. POLYETHYLENE
FORCE MAIN, PER
WAL 774 CODE TABLE 2D
MANHOLE TO GRADE
, FINISHED GRADE-%
CL-
U
CHECK VALVE
90' ELL.
HEAVY DUTY SUBMERSIBLE
SEWAGE PUMP
PUMP REMOVAL
CHAIN
PROVIDE 3.5' COVER
PER HEALTH CODE
a PIPE FROM
SEPTIC TANK
co 2
I
-.-�--�---ter-- _
STEEL FLOA T '
SUPPORT STRAP
6e-
12" EL 99.00
1000 GAL. PRECAST f
CONCRETE PUMP CHAMBER
FLOAT, TYP.
ON–OFF STORAGE
90 GAL
SEWAGE PUMP,DETAIL
NOT TO SCALE
NOTES:
THE CONDI TIONS OF APPROVAL OF THE SUBDIVISION ARE A PART OF THIS PLAN. THE OWNER AND
BUILDER SHALL READ AND BECOME FAMILIAR WITH 774E CONDITIONS. ALL DEVELOPMENT AND
CONSTRUCTION ACTI VI TIES SHALL COMPLY W774 THE SAID CONDITIONS.
774E PROPOSED TOP OF FOUNDATION (TOP FDN.), BASEMENT FLOOR (BSMT. FLR), GARAGE FLOOR
(GAR. FLR.) AND GRADING SHOWN ON THIS PLAN SHALL BE REVIEWED /N 714E f1ELD BY THE OWNER,
BUILDER AND ARCH17E-CT PRIOR TO C0NS7RUC770N TO INSURE CONFORMANCE TO THE ARCH17ECTURAL
PLANS AND CONCEPTS ANY ADJUSTMENTS TO THE PROPOSED ELEVA 77ONS OR GRADING SHALL BE
REVIEWED WI774 THE ENGINEER AND 774E HEAL774 DEPARTMENT TO INSURE PROPER FUNCTION OF 774E
SEPTIC SYSTEM AND DRAINAGE:
PRIOR TO ANY EXCAVATION OR GRADING ON 714E SITE, THE CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL UNDERGROUND UTILITIES BY CONTACTING TIME CONNEC77CUT UNDERGROUND UTILITY
PROTECTION PLAN FOR U77UTY MARK—OUT (7EL.1-800-922-4455)
PRIOR TO THE START OF CONS7RUC770N. STRIPPING OR GRADING. SEDIMENT BARRIERS SHOWN ON
774IS PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS OUTLINED
IN THE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, SECOND PRINTING,
JANUARY 1988. THE BARRIERS SHALL REMAIN 1N PLACE AND BE PROPERLY MAINTAINED UNTIL ALL
UPS7REAM AREAS ARE STABILIZED TO THE SA77SFAC77ON OF THE ENVIRONMENTAL PLANNER.
AT THE REQUEST OF THE ENVIRONMENTAL PLANNER, ADDITIONAL EROSION AND SEDIMENTi4770N
CONTROL MEASURES SHALL BE INSTALLED TO ADDRESS FIELD CONDITIONS
ALL DISTURBED AREAS WHICH ARE TO BE STABILIZED W1 TH VEGETATIVE COVER SHALL BE TOPSO/LEO,
FERTILIZED, SEEDED AND MULCHED IN ACCORDANCE WITH THE CONNECTICUT GUIDELINES FOR SOIL
EROSION AND SEDIMENT CONTROL, SECOND PRINTING, JANUARY 1988.
ALL UNDERGROUND U77UTY (ELECTRIC, TELEPHONE, CA 7V, ETC.) INSTALLATION SHALL PROVIDE FOR
EFFECTIVE EROSION AND SEDIMENTA TION CONTROL TO THEIR POINT OF CONNECTION.
INSPECTION BY THE TOWN STAFF /S REQUIRED PRIOR TO 774E ISSUANCE OF A CERTIFICATE OF
OCCUPANCY. 774IS INSPECTION EVALUATES COMPLIANCE TO THE APPROVED PLOT PLAN AND THE
PERMANENT STABILIZATION REQUIREMENT. 774E BUILDER SHALL NOTIFY THE TOWN UPON COMPLETION
OF PERMANENT STAB/UZA TION
A CERTinCALE OF OCCUPANCY SHALL NOT BE ISSUED PRIOR TO ADEQUATE S17F STABILIZATION AS
DEIERM/NE0 BY TOWN STAFF.
ALL DRIVEWAY SMOULDERS SHOULD BE STABILIZED IMMEDIA TEL Y UPON COMPLETION OF ROUGH
GRADING. THE DRIVEWAY ROADBED SHOULD BE STABILIZED WITH COMPACTED GRAVEL OR
AGGREGATE AS SOON AS POSSIBLE.
TOPSOIL AND/OR EXCAVATED SUBSOIL SHOULD BE STOCKPILED W117-I/N 714E AREA OF DISTURBANCE /F
NOT USED FOR ON S17E REGRADING. EACH STOCKPILE SHALL BE RINGED WI7H SEDIMENT BARRIERS
AND STABILIZED AS DIRECTED BY 774E ENVIRONMENTAL PLANNER.
LUMBER AND BUILDING MATERIAL STOCKPILES, VEHICLE PARKING AND MOVEMENT SHALL BE CONFINED
TO THE AREA OF DISTURBANCE. THE BUILDER SHALL PROVIDE A DUMPSTER FOR STORAGE AND/OR
DISPOSAL OF ALL CONSTRUCTION WASTE.
THE CON7RACTOR SHALL VERIFY THE FOUNDATION DIMENSIONS
ANY CONFLICTS SHALL BE RESOLVED BY 774E ENGINEER.
SOIL TEST DATA
Uncas Health District
SITE INVESTIGATION FOR SUBSURFACE SEWAGE DISPOSAL
Owner. Robert Kmiewsld Location: 42 Hidden Acres
Deeu Teat Hole Data/Soil Descriptions
DATE: 8-25-05 (Record All Test Holes)
Test Hole: #. I
Test Hole # 2
Test Hole # 3
Test Hole # 4 5
04" Topsoil
0-4" Topsoil -
0-4" Topsoil
0-5" Topsoil
4-23" Brown sandy
4-29" Brown sandy
4-55" Brown sandy
5-27" Brown sandy loam
loam
loam
loam
Time
23-75" Grey sandy till
29-86" Grey sandy till
55-74" Grey sandy till
27-85" Grey sandy till
Mottling. —
Mottling: --
Mottling:
Mottling: --
GW:
GW: --
GW: —
GW:
Ledge:---
Ledge: --
Ledge:
Ledge:
Roots:
Roots:
Roots: 1
Roots:
Restrictive: ---
Restrictive: --
Restrictive: =-
Restrictive: ---
Comments:
Groundwater Table: (Near max, below max, etc.) Below max
Percolation Test Data
Date: 8-26-05
Perc # 1
Pere Rate:
4 mm/mch
Pere #
Pert -Rate:
mm/
D the 26"
the
Presoak time. 3:30 8-25-05
Presoalc
–••--------•–
Time
Reading
Time
Reading
Time
Reading
Time
Reading
9:39
1925"
TREE./SHRUB
CO .1:KV j Z 1< U
LIGHT POLE 3�E
BUILDINGS
a
9:47
25.5"
S1EPS/HATCHWAY MC:33
CANG PAVEMENT C — — — — — —
CONCRETE PA VEMENT--------------
BI T PA►�uEnir _
B17UMINOUS PAVEMENT
MEN
9:52
27.25"
STORM SEWERS —�
r r
FOUNDA TION DRAIN F F
u ev
CURTAIN DRAIN cs ca
10:10
31.75"
SEP77C TANK
❑
D1S7R/BU77ON BOX ❑
LEACHING TRENCH —�
INFX 7RA TORS
�'p
7EST PIT LOCATION
oKELL�
SWELL
SEDIMENT BARRIER "'� -•.
CONSTRUCTION ENTRANCE
SOIL STOCKPILE TA
ABBRE96 TIONS
CONC, CONCRETE
BIT. BI 77JMINOUS
Comments
Soil Moisture ( High, medium, low, etc.)
OBSERVATION PITS: DATE: 8-12-05 WATER TABLE: below max
SOIL DESCRIPTIONS
Test Hole # F
Test Hole # ` A
Test Hole # 6
Test Hole #
0-86" Unsuitable
Fill
0-67" Unsuitable
Fill
0-84" Unsuitable
Fill
PROPERTY LINE
–••--------•–
67-104" Topsoil
GROUND CONTOURS 2
98
+101.25
SPOT ELEVA 7701V 222.2
N
7REE UNE
'
TREE./SHRUB
Test Hole # Location, Depth Ledge Water Mottling
1 See map 86' --- --- ---
2 See map 104" --- --- ---
6 See map 84" --- --- ---
NOTES
1. ALARM SHALL BE AUDIO do VISUAL AND SHALL BE LOCA TED IN HOUSE.
2. FL OA T CONTROL SWI TCHES SHALL BE USED (NO MERCURY)
J. THE PUMP SHALL MEET THE FOLLOWING REQUIREMENTS. -
A. HEAD — HEAD— 10' OR LESS TO 25' OR MORE
— GPM = 10 MIN.
B. DESIGNED FOR SEWAGE
C. SOUDS HANDLING 3/4"
4. EXTRA ELECTRIC WIRE SHALL BE PROVIDED SO 774AT 714E PUMP
AND CONTROL CAN BE REMOVED FROM THE CHAMBER
W774OUT DISCONNECTING.
5. PUMP CHAMBER SHALL BE WA TERPROOF.
6. CHAMBER SHALL BE ANCHORED IF 774E BOTTOM OF THE
CHAMBER 1S BELOW 774E WATER TABLE.
Z ELECTRIC SHALL BE IN ACCORDANCE WITH ELEC7RIC CODE,
NOTE.* INSIDE OF TANK IS AN EXPL09W ENVIRONMENT.
8. *SET HORIZONTAL WCATION OF INLET do OUTLET PER PLAN
9. 2'--6" MIN. COVER IS REQUIRED T 4 PREVENT FLOTATION.
126
126
124
122
120
118
SECTION A -A
SCALE. 1 = 2' VERTICAL
1"--20` HORIZONTAL
LEGEND
EXIS77NG
PROPOSED
0
IRON PIN O
■
CONCRETE MONUMENT O
N
PROPERTY LINE
–••--------•–
ABUTTING PROPERTY LINES -------------
GROUND CONTOURS 2
98
+101.25
SPOT ELEVA 7701V 222.2
N
7REE UNE
'
TREE./SHRUB
CO .1:KV j Z 1< U
LIGHT POLE 3�E
BUILDINGS
a
ROOF OVERHANG i r ---j j
t]
S1EPS/HATCHWAY MC:33
CANG PAVEMENT C — — — — — —
CONCRETE PA VEMENT--------------
BI T PA►�uEnir _
B17UMINOUS PAVEMENT
MEN
SCLC
BITUMINOUS CURB
:C8
••l�D D
STORM SEWERS —�
r r
FOUNDA TION DRAIN F F
u ev
CURTAIN DRAIN cs ca
UTILITIES (ELEC, 7EL, TV) _U_U
O O
SEP77C TANK
❑
D1S7R/BU77ON BOX ❑
LEACHING TRENCH —�
INFX 7RA TORS
�'p
7EST PIT LOCATION
oKELL�
SWELL
SEDIMENT BARRIER "'� -•.
CONSTRUCTION ENTRANCE
SOIL STOCKPILE TA
ABBRE96 TIONS
CONC, CONCRETE
BIT. BI 77JMINOUS
Wl'_K WALK
VOL. VOLUME
PG. PAGE
N11F NOW OR FORMERLY
BCLC 817UMINOCIS CONCRETE UP CURB
GC GRANI7E CURB
T.F. TOP OF FRAME
T. G. TOP OF GRA TE
INV. INVERT
X11
F.L FLOW LINE
SAW SANI TAR MANHOLE
C.B. CA TCH BASIN
A.K.A. ALSO KNOWN AS
F. Y. FRONT YARD
S Y. SIDE YARD
R Y. REAR YARD
RET. RETAINING
EXIST. EXISTING
HYD. HYDRANT
moll
HELCO HARTFORD ELECTRIC LIGHT COMPANY
CL&P CONNECTICUT LIGHT do POWER
WL WETLANDS
TOP FND. TOP FOUNDA 77074 ELEVA TION
BSMT. FLR. BASEMENT FLOOR ELEVATION
GAR. FLR. GARAGE FLOOR ELEVATION
PLA PRIMARY LEACHING AREA
RLA RESERVE LEACHING AREA
:0
Eli,
0
FIJI
Asan
SECTION A -A
SCALE. 1 = 2' VERTICAL
1"--20` HORIZONTAL
LEGEND
EXIS77NG
PROPOSED
0
IRON PIN O
■
CONCRETE MONUMENT O
N
PROPERTY LINE
–••--------•–
ABUTTING PROPERTY LINES -------------
GROUND CONTOURS 2
98
+101.25
SPOT ELEVA 7701V 222.2
N
7REE UNE
'
TREE./SHRUB
CO .1:KV j Z 1< U
LIGHT POLE 3�E
BUILDINGS
a
ROOF OVERHANG i r ---j j
t]
S1EPS/HATCHWAY MC:33
CANG PAVEMENT C — — — — — —
CONCRETE PA VEMENT--------------
BI T PA►�uEnir _
B17UMINOUS PAVEMENT
air. culla
SCLC
BITUMINOUS CURB
:C8
••l�D D
STORM SEWERS —�
r r
FOUNDA TION DRAIN F F
u ev
CURTAIN DRAIN cs ca
UTILITIES (ELEC, 7EL, TV) _U_U
O O
SEP77C TANK
❑
D1S7R/BU77ON BOX ❑
LEACHING TRENCH —�
INFX 7RA TORS
�'p
7EST PIT LOCATION
oKELL�
SWELL
SEDIMENT BARRIER "'� -•.
CONSTRUCTION ENTRANCE
SOIL STOCKPILE TA
ABBRE96 TIONS
CONC, CONCRETE
BIT. BI 77JMINOUS
Wl'_K WALK
VOL. VOLUME
PG. PAGE
N11F NOW OR FORMERLY
BCLC 817UMINOCIS CONCRETE UP CURB
GC GRANI7E CURB
T.F. TOP OF FRAME
T. G. TOP OF GRA TE
INV. INVERT
F.L FLOW LINE
SAW SANI TAR MANHOLE
C.B. CA TCH BASIN
A.K.A. ALSO KNOWN AS
F. Y. FRONT YARD
S Y. SIDE YARD
R Y. REAR YARD
RET. RETAINING
EXIST. EXISTING
HYD. HYDRANT
W.G. WA TER GA 7E'
HELCO HARTFORD ELECTRIC LIGHT COMPANY
CL&P CONNECTICUT LIGHT do POWER
WL WETLANDS
TOP FND. TOP FOUNDA 77074 ELEVA TION
BSMT. FLR. BASEMENT FLOOR ELEVATION
GAR. FLR. GARAGE FLOOR ELEVATION
PLA PRIMARY LEACHING AREA
RLA RESERVE LEACHING AREA
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?OBER JOHNSTON, P.E. #8961
fits document is on instrument of
professional service, and shall not be used, In
whole or In part for any project other than
for which It was created without the express
written consent of DUrTON & JOHNSTON, LLC
Any unauthorized use. reuse, modilkotion or
conversion of this document shall be at the
users sole risk without lkbi#lty or legal
exposure to DUTTON & JOHNSTON, LLC.
O 2001 — DUTTON & JOHNSTON, LLC.
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REVISIONS:
12/2212005 ~ TOWN COMMENTS
05/24/2006 ---SEPTIC LEACHING
AREA
DATE: 11/09/2005
SCALE: AS NOTED
SHEET 3 of 3
A -04-087—D 1
FILE.• 04087—PLOT PLAN.DWG