Conservation Commission Agenda (linked)

N/F ms)
THOMAS DEDRICK Sr. 
S 35°39'41" E hy,
fe)
& 1.94" es
MARUORIE T. DEDRICK a a
ae 195.03 oO
N 83°35'43" E aie’ a eee : ies S 3714'47" E
104.86’ N 82 22a DRIVE a 51.71
pak cr in sa ieee 368.19 .
N 74°44'23" E 33" E NBM OS een
: N 82°33 33 em 139.78
sr i535
A a. 9 S
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ib
FON L
\ we Sat
: meee. AREA=573,3104 Sq. Ft. _
a (\— |\pRoposen 13.16 ACRES ‘eG
s \ HOUSE a
SEE SHEET 2 NO,
1 FOR DETAILS 
eX °.
N/F 2 a
CENTRO GA WATERFORD oe q — ’ *
COMMONS LLC AN SEPTIC : woe N
\ RESERVE —s we
le ° ‘LEAH S. IACONO
ee wae a Is 88°17'39” W
399.96". —— - —— a JONATHAN\ JIMENEZ 40.64’
—-Zgsn6'24" W S B4°57'10" W zs ae W GONZANEZ & S_86°05'19” W
60.56" | CRISS DAVILA 65.87
dein S 85'05'02” W S sie 24 W co 83°43'57” W
52.54" 7 S 86°38'57” w \ 44.95
oe N_7817'49” W S _ aL W 42.04
N ae W 22.04 S 79°35'22" W
, S_74°29'10"_W S_83°00'03” W 27.03
50.39! S 834913" W ante
N/E N 741013" _W
/' 33.63 mage
BFLO WATERFORD
ASSOCIATES LLC
MINIMUM 17” sae _—
DIAMETER MANHOLE IAMETER MAN
| " GRAPHIC SCALE
V v v
GRADE:
INSPECTION 100 0 50 Wi 200 400
OPENING
is ERY PS r] a a Fig i aE © ( IN FEET )
INLET 2 | a Pe ourcer 1 inch = 100 ft.
coer s: MN
INLET ; sl >
BAFFLE rs LIQUID | MID-DEPTH | SX EFFLUENT FILTER
. DEPTH | CONNECTION A / BAFFLE
2/3 REQUIRED i ead we:
CAPACITY is re 1/3 REQUIRED
7z - ; nn CAPACITY
bias LENGTH NOT GREATER THAN
4 TIMES WIDTH OR DEPTH
|
NOTE: CLEANOUT MANHOLES AND ALL BAFFLED INSPECTION MANHOLES
SHALL BE LOCATED AT A DEPTH NOT GREATER THAN
FINAL GRADE.
TYPICAL SEPTIC TANK
NOT TO SCALE
LEGEND
> | SSS SS PROPERTY LINE
—~ STREET LINE
INLAND WETLANDS AS SHOWN
ON MAP REFERENCE 1
THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF
THE PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS
BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF.
AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY.
NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL
INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS
BEING ACCURATELY LOCATED OR DEPICTED.
THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR.
THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF
THIS PLAN ARE NOT VALID WTHOUT THE EMBOSSED SEAL AND
SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN.
JOB# 23—064.DWG FBK#524
12” BELOW
536-8 Gravity Sand Fill Cross Section
VEGETATIVE COVER
TOPSOIL
9” MIN.
{
18”
_ WITH HOLES
6" SAE tae oy
36" <_ 18” Mi
” NIMUM FROM
i 48 ~ BOTTOM OF UNIT TO
SEASONAL HIGH WATER TABLE
6” MIN
NOTE: VENTING REQUIRED WHEN MORE THAN 18” OF COVER AS
MEASURED FROM THE TOP OF THE UNIT TO FINISHED GRADE
LAND SURVEYORS «* PLANNERS
P.O. BOX 335
THE STONE WALLS AND/OR FENCES SHOWN AS BOUNDARIES 1641 CONNECTICUT ROUTE 12
MAY HAVE IRREGULARITIES OF COURSE BETWEEN PRINCIPAL GALES FERRY, CT. 06335
(860) 464-7455
POINTS OF COURSE INDICATED
EMAIL: DIETER.GARDNER@YAHOO.COM
2-1/2” BITUMINOUS CONCRETE OR MILLINGS
1. SET POSTS & EXCAVATE 2. STAPLE THE WIRE
A 6” x 6” TRENCH. SET MESH FENCING TO
POSTS DOWNSLOPE. ANGLE END POST.
UPSLOPE FOR STABILITY
& SELF—CLEANING.
FILTER |
FABRIC ——>||
3. ATTACH FILTER FABRIC TO 4. BACKFILL THE TRENCH
THE WIRE FENCING & & COMPACT WITH
EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
FILTER FABRIC SEDIMENT BARRIER
NOT TO SCALE
2” STONE
MINIMUM
THICKNESS
FILTER FABRIC
TEMPORARY CONSTRUCTION ENTRANCE
ay
NOT TO SCALE
12’ PAVED DRIVEWAY
Koo GRADE
!
4” PROCESSED GRAVEL
8” BANK RUN GRAVEL
_ PAVED DRIVEWAY CROSS-SECTION
NOT TO SCALE
EXCAVATE UNSUITABLE MATERIAL &
\ TOPSOIL, REPLACE WITH COMPACTED
BANK RUN GRAVEL
MAR 2 6 2024
Planning & Developmet
Town of Waterford, CT
eT
GENERAL NOTES
1. MAP REFERENCE:
PROPERTY SURVEY AND EXISTING CONDITIONS PLAN PROPERTY OF CONSTANCE
A. COOK ET ALS DAYTON ROAD WATERFORD, CONNECTICUT DATE: JUNE 14,
2005 SCALE: 1”=60" DiCESARE—BENTLEY ENGINEERS/SURVEYORS/PLANNERS.
SHEET 1 OF 1.
2. THIS LOT WAS TOPOED IN THE AREA OF THE HOUSE AND SEPTIC SYSTEM AND
BENCH MARK SET BY DIETER & GARDNER, INC. LAND SURVEYORS IN AUGUST 2023.
INLAND WETLANDS AS SHOWN ON SUBDIVISION PLAN.
3. AT THE TIME OF THIS DESIGN THERE WERE NO EXISTING WELLS WITHIN 75’ OF THE
PROPOSED SEPTIC SYSTEM AND THERE WERE NO EXISTING SEPTIC SYSTEMS WITHIN
75’ OF THE PROPOSED WELL LOCATION.
4. TOPSOIL OR ORGANIC MATERIAL BELOW THE TOP OF THE LEACHING SYSTEM SHALL
BE REPLACED WITH SELECT FILL. "SELECT FILL MATERIAL”, PLACED WITHIN AND
ADJACENT TO PROPOSED LEACHING AREAS SHALL BE COMPRISED OF CLEAN SAND
AND GRAVEL, FREE FROM ORGANIC MATERIAL AND DELETERIOUS SUBSTANCES. THE
FILL MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE
APPROVED BY A PROFESSIONAL ENGINEER FOR USE WITHIN THE LEACHING AREA:
1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN
THREE INCHES.
2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE
MAY BE RETAINED ON THE #4 SIEVE. THIS IS THE GRAVEL PORTION
OF THE SAMPLE.
3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED
AND THE SIEVE ANALYSIS STARTED.
4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADUATION
CRITERIA:
SIEVE SIZE WET SIEVE DRY SIEVE
#4 100% 100%
#10 70%—-100% 70%-100%
#40 10%—-50%* 10%-75%
#100 0%—20% 0%-—5%
#200 O%—- 5% 0%-2.5%
*PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN
75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND
THE #200 SIEVE DOES NOT EXCEED 52.
THE LICENSED INSTALLER IS RESPONSIBLE FOR PREPARING THE LEACHING AREA WITH
NECESSARY SELECT FILL. THE TOPSOIL IN THE LEACHING SYSTEM AREA MUST BE
REMOVED AND THE SUBSOIL SCARIFIED PRIOR TO SELECT FILL PLACEMENT UNLESS
OTHERWISE DIRECTED BY THE DESIGN ENGINEER. THE INSTALLER SHALL TAKE
NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING SOIL FROM
OVER COMPACTION OR DAMAGE. SELECT FILL SHALL EXTEND A MINIMUM OF FIVE (5)
FEET LATERALLY IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING
SYSTEM.
THE COMMISSIONER OF PUBLIC HEALTH MUST APPROVE MANUFACTURED FILL. ROCK USED
TO PRODUCE MANUFACTURED FILL MUST HAVE A LOSS OF ABRASION OF NOT MORE THAN
50% USING AASHTO METHOD T—96. SUPPLIERS OF MANUFACTURED FILL MUST MAKE
APPLICATION FOR APPROVAL TO THE COMMISSIONER OF PUBLIC HEALTH. DOCUMENTATION
MUST BE SUBMITTED ON THE QUARRY OPERATION, AND PRODUCTION PROCESS. FILL
SPECIFICATIONS (GRADUATION, PERMEABILITY, ETC.) AND A NARRATIVE OF THE QUALITY
CONTROL/QUALITY ASSURANCE PROGRAM MUST ALSO BE INCLUDED. THE MANUFACTURED
FILL PRODUCERS MUST PROVIDED ANNUAL PRODUCT REGISTRATIONS TO THE COMMISSIONER
OF PUBLIC HEALTH.
5. FOUNDATION DRAINAGE AND THE FOUNDATION OUTLET DRAIN SHALL BE LOCATED A
MINIMUM DISTANCE OF 25’ FROM THE SEPTIC SYSTEM. A RODENT PROOF COVER SHALL
BE PROVIDED AT THE FOUNDATION OUTLET DRAIN AT “DAYLIGHT”.
6. PRIOR TO FOUNDATION INSTALLATION AND SUBSEQUENT TO LOT CLEARING, THE
FOUNDATION AND SEPTIC SYSTEM SHALL BE STAKED OUT AND GRADES ESTABLISHED BY
A LICENSED LAND SURVEYOR.
7. APPLICANT: BEN TOPKIN
860—326—4650
BTOPKIN@AOL.COM
8. ENGINEER: JOHN MARTUCCI
C/O DIETER & GARDNER, INC.
1641 ROUTE 12
GALES FERRY, CT 06335
(860) 464-7455
ZONING COMPLIANCE TABLE R-40 ZONE
ITEM REQUIRED PROVIDED
FRONT YARD 50’ 647.5
SIDE YARD 20° 171.1
REAR YARD 50’ 353.6"
MINIMUM LOT FRONTAGE 100° 609.4’
MINIMUM LOT AREA (Sq. Ft.) 40,000 Sq. Ft. B75c10e Sa. Ft,
MAXIMUM HEIGHT (EFF. 8/01/02) 35’ LESS THAN 30’
MAXIMUM BUILDING COVERAGE 25% 0.27%/1,600 Sq. Ft.
SHEET INDEX
SHEET 1) 100 SCALE MAP, GENERAL NOTES & SITE DETAILS
SHEET 2) 30 SCALE SITE PLAN
PLAN SHOWING
PROPOSED HOUSE, DRIVE,
UTILITY CONNECTIONS
AND SEPTIC SYSTEM
PREPARED FOR
BEN TOPKIN
TG DAYTON ROAD
WATERFORD, CONNECTICUT
SCALE: : i.°=100°
OCTOBER 2023
REVISED: FEBRUARY 6, 2024
SHEET 1 OF 2
THIS MAP AND SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20—300B-—1
THROUGH 20—300B—20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES—"MINIMUM
STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT”, ADOPTED EFFECTIVE JUNE 21, 1996, REVISED OCTOBER 26, 2018.
IT IS A BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO
HORIZONTAL ACCURACY CLASS A-—2.
TO MY KNOWLEDGE, AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
TITL RVEYOR CT No. 14208
DATE: OBER 5, 2023

EVERSOURCE GJ
4082
N/F
COooaoESOGHGS THOMAS DEDRICK Sr.
a Kn OSes BID DODODOS &
exeSRS SS s cee at o lie 244 242 240 MARJORIE T. DEDRICK
PROPOSED E Cee vy 236 254 252 — PROPOSED ee
Bare EXISTING GROUND ) / ae DSSSSS00SS50000 WATER CONSTRUCTION
fb ELEVATION j / ra / / CONNECTION ENTRANCE
/ / fe 7
Se weeks Fi | / #
200 / / | | / ee PODOODSO SoS te
/ / | / —” PROPOSED AS
/ f / WATER 
an \ on eee
| CONNECTION se
a" 
:
PROPOSED 32 LF i As
12” PIPE ee’
/ fe
/ SS
|
oe 198
ae
248. — / ; | INSTALL INTERMEDIATE
/ | RIP—RAP
| —— ‘ PROPOSED 32 L.F \
246 | | | / 12” PIPE \
\ | |]
\ i INVERT=198.0
SCALE:..1°=30' HORIZ:.:.1°=3" VERT. a \ | }
CROSS—SECTION OF PIPE. UNDER DRIVE \ VAs | \
| | | 230 400’ \
\ |
|
\ | j PROPOSED \
_ \ / UNDERGROUND
r / | | UTILITY CONNECTION
\ a /
pe ah ra/ TP 6
240 _ /
\ tls, INLAND
eH / WETLANDS
i
238 ~ ele =
TOPSOIL sta
STOCKPILE ~~
GARAGE “INLAND f
> Me “WETLANDS
Oe Rg Rae ae PB be BO ey EN Oe Be RR ON ee ae SZ Ms
Yn
eS
w5 PROPOSED DEEP TEST PIT DATA 
SANITARY DESIGN CRITERIA
ee DEEP TEST PIT RESULTS WITNESSED AND RECORDED BY DANIELLE HOLMES REHS/RS, LEDGE LIGHT HEALTH A. PROPOSED THREE BEDROOM HOME. NO TUBS GREATER THAN 100 GALLONS
DISTRICT AUGUST 21, 2023. SANITARY ELEVATION DATA: 
IN SIZE. (SYSTEM DESIGN FOR FOUR BEDROOMS).
BR @ TP 5 — DEPTH 56” TP 10 — DEPTH 98” G@) SANITARY INVERT AT FOUNDATION: 236.50 B. Toe TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND
Z ee Hf 0-8” TOPSOIL 0-6” TOPSOIL ye r
. 8-20" ORANGE BROWN FINE SANDY LOAM 6-30” ORANGE BROWN FINE SANDY LOAM @ tM. OPE 2 1/4 EER ELE C. DESIGN PERCOLATION RATE: UP TO 10 MIN./IN.
a 20-56” LIGHT GRAY BROWN SANDY TILL, 30-48” POCKET OF YELLOW TO GRAY BROWN
y COMPACT W/ROCKS SILTY LOAM, MOTTLED 1250 GALLON TWO COMPARTMENT SEPTIC TANK
i) 48-98” LIGHT GRAY BROWN SANDY TILL, FRIABLE © INVERT IN: 235.00 ee eee
= NO GW/NO APPARENT REDOX INVERT OUT. 234.75 HF = 20, GRADIENT BETWEEN 10.1 — 15.0%
a ROOTS TO 38” | RESTRICTION BETWEEN 30.1 TO 36.0”
> REFUSAL AT 56”—ROCK? NO GW . @ 198’ — 4” DIA. SDR 35 PVC PIPE FF = 1.75, FOUR BEDROOM HOME
z @ MOTTLED AT 36 PF = 1,0, PERC RATE 1"/5. MIN.
S gail NO REFUSAL © "b” Box MLSS = HF X FF X PF = 20 X 1.75 X 1.0 = 35.0'
‘ TP 6 — DEPTH 56” INVERT IN: 221.70
222 " 0-9” TOPSOIL TP 11— DEPTH 90” INVERT OUT: 221.50 E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 577.5 S-F.
S 2 Sa oe FINE SANDY LOAM 0-8" TOPSOIL F. MANTIS 536-8 SELECTED FOR PRIMARY SYSTEM DESIGN.
a i Z ~56" LIGHT GRAY BROWN SANDY TIL 8-30" ORANGE BROWN FINE SANDY LOAM © 55’ LONG MANTIS 536-8 EFFECTIVE LEACHING AREA PROVIDED PER L.F. PER CODE: 11.0 S-F.
. /' 30-90” LIGHT GRAY BROWN SANDY TILL, BOTTOM UNIT ELEV.: 220.5 MINIMUM LENGTH OF TRENCH REQUIRED: 577.5 S.F./ 11 S.F./L.F.=52.5’
Le ” FRIABLE W/COBBLES TRENCH INV.: 221.5
ROOTS TO 55
i e NO GW/NO APPARENT REDOX G. EFFECTIVE LEACHING AREA PROVIDED:
\ bs i. @ REFUSAL AT 56 NO GW/NO APPARENT REDOX 1 ROW — 55 LONG MANTIS 536-8 = 1_ x 55’ X 11 S.F./LF. = 605 SF,
NO REFUSAL
\ Se ~ 298 H. 100% RESERVE AREA REQUIRED AND PROVIDED, SAME AS PRIMARY.
% 1? 7 — DEPTH 78”
% 0-9” TOPSOIL
mf \ # 9-28” ORANGE BROWN FINE SANDY LOAM
TM 28-78” LIGHT GRAY BROWN ; 4
‘ase en ena . \ aa. < / 34 wee BR SANDY TILL DEEP TEST PIT DATA 
226
RESERVE! \ A \ \ \ \ / “g 
WITNESSED AND RECORDED BY KIMBERLY HAMLEY /RS SENIOR SANITARIAN LEDGE
\ \ | ee, / 2 OAK TREE ELEV. =238.91 NO GW/NO APPARENT REDOX ELEVATION
\ B kit \ a Vy / 7 ROOTS TO 50 TP A TP B yt 224
\ \ \ \ 7 / 4 Sap 0-10” TOPSOIL 0-10” TOPSOIL /
B \ \ N \ \ * aa as — we , 10-40” ORANGE/BROWN FINE SANDY LOAM 10—32” ORANGE/BROWN FINE SANDY LOAM 7
VA \\\ a \ \ : ris TP 8 — DEPTH 27 40-75” GREY FINE SAND AND GRAVEL 32-80” GREY FINE SAND AND GRAVEL, PROPOSED
\ \ \ " BENCHMARK: NAIL. SET IN ie ee = REFUSAL AT 27 WITH COBBLES DRY GRADE -
LEV, =228.89 NOT SUIT t 222
‘ \ ) \ pee TREE ELEV. = LF = NO MOTTLING NO MOTTLING we
\ ——-—— NO WATER NO WATER 
whi
— | \ \ ae ra 264 soa ee NO LEDGE NO LEDGE 4° DISTRIBUTION PIPE
\ NAAN A a ea | PO OO eee : MANTIS
218 220 ; Se < ad 0-8 TOPSOIL MANTIS 536-8 SPEC + 220
222 224 a ag ee eG sath apa bye oes LOAM SUPPORT MODULE B ——Sanb
= re 
—48” AY BROWN FINE
LEGEND oS SILTY LOAM, MOTTLED Z, PLAN SHOWING
0 PSS OS SSCCGEGKS, 48-66” GRAY BROWN SANDY TILL W/ROCKS cs
ate sae der aeave a 1 one PROPOSED HOUSE, DRIVE,
CODOSOSSOOS STONEWALL F MAX GW 29” SEASONAL HIGH Pr
ate water ROOTS TO 48" GROUNDWATER, dia" oe UTILITY CONNECTIONS
— PROPERTY LINE REFUSAL AT 66 HIN: ABOVE LEDGE. MOTTLING
— — ——— STREET LINE PERCOLATION TEST — A PERCOLATION TEST — B SECT "A?—"A” an AND SEPTIC SYSTEM
PERFORMED BY DIETER & GARDNER, INC. PERFORMED BY DIETER & GARDNER, INC. , oe
wats 2 ceca ll meal i EXISTING CONTOUR ON SEPTEMBER 15, 2023 FEBRUARY 9, 2024 SCALE: 1°=30 HORIZ. : 1°=3° VERT. PREPARED FOR
GRAPHIC SCALE Senn ee BEIM: su
2 2 PROPOSED CONTOUR TIME READING _ TIME EAUIRE! BEN TOPKIN
30 0 15 30 80 120 11: 30 3.1/2" 8:55 2.
APPROXIMATE DEEP TEST PIT LOCATION ee 11:35 12° 9:00 ‘ 2 TG DAYTON ROAD
11:40 15” 9:05
APPROXIMATE PERC TEST LOCATION 
¢ Breer) 11:45 18” 6-10 8 3/8”
eH 19 3/4" 6.48 9 7/8” WATERFORD, CONNECTICUT
INLAND WETLANDS AS SHOWN ON PROPERTY SURVEY 1 inch = 30 ft. bie ab a? 11/4"
AND EXISTING CONDITIONS PLAN PROPERTY OF CONSTANCE [* 9:20 12 3/4" =o . 29 >
A. COOK ET ALS DAYTON ROAD WATERFORD, CONNECTICUT 12:00 21 3/4 9:25 bh ALE: 1°>30
12:05 22: 7/8 9: 30
—o—o—o—1—»—— SILT FENCE/WOODCHIPS OR HAYBALES/CLEARING LIMITS 12:10 DRY 9:35 14 5/8” OCTOBER 2028
FD FOOTING DRAIN be 9:40 ln REVISED: OCTOBER 23, 2025
PERC. RATE: 1”/5 MINS. : FEBRUARY 15, 2024
Ps PROPOSED CLEANOUT PERC. RATE: = 1°/4 MINS. REVISED: MARCH 7, 2024
% WATER GATE
ANANAAANWA- CLEARING LIMITS ny Smet 2 OF 2
a My THIS MAP AND SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20—300B-—1
Sr CONN My . THROUGH 20-300B—20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES—"MINIMUM
NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL & rn Ze A STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION FOR SURVEYS AND MAPS IN THE
INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS as Re Ji STATE OF CONNECTICUT”, ADOPTED EFFECTIVE JUNE 21, 1996, REVISED OCTOBER 26, 2018.
DIETER & GARDNER o/* IT IS AN IMPROVEMENT LOCATION SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING
BEING ECE EOpAeD Oe eee THE STONE WALLS AND/OR FENCES SHOWN AS BOUNDARIES
MAY HAVE IRREGULARITIES OF COURSE BETWEEN PRINCIPAL
POINTS OF COURSE INDICATED.
THE WORD “CERTIFY” IS UNDERSTOOD TO BE AN EXPRESSION OF
THE PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS
BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF.
AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY.
© THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR.
THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF
THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND
SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN.
JOB# 23-064.DWG FBK#324
LAND SURVEYORS e¢ PLANNERS
P.O. BOX 335
1641 CONNECTICUT ROUTE 12
GALES FERRY, CT. 06335
(860) 464-7455
EMAIL: DIETER.GARDNER@YAHOO.COM
TO HORIZONTAL ACCURACY CLASS A—2. TOPOGRAPHIC ACCURACY T—2.
TO MY KNOWLEDGE A BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
TITLE:
WAND SURVEYOR CT No. 14208
DATE: 0)