HomeMy WebLinkAboutPlot Plan7-
7
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HEA'TH DISTRICT
,
SITE INVESTIGATION FOR SUBSURFACE SEWAGE DISPOSAL
Owner: Colchester Construction LLC Location: 604 Fire Street Montville
DATE: January 30, 2014
Test Hole # I
Test Hole # 2
Test Hole # 3
Test Hole # 4
0 - 6" Topsoil
0 - 6" Topsoil
0 - 5" Topsoil
0 - 7" Topsoil
6 - 38" Loamy subsoil
6 - 39" Loamy subsoil
30" Loamy subsoil
7 - 36" Loamy subsoil
38 - 84" Fine sand w/
39 - 72" Fine sand w/
30 - 90" Fine sand w/
36- 87" Fine sand wl
trace of silt
RI
trace of silt
trace of silt
trace of silt
Mottling.- 33"
F -Mottling. 34 _"
Mottling: 32"34"
Mottling
GW: None
GW: None
GW: 75
GW: None
Ledge: None
Ledge. 72"
Ledge. Nome
Ledge: None
A
Roots: 41"
Roots: 53"
Roots: 54"
Restrictive. 33
Restrictive: 72
Restrictive: 32"
Restrictive: 34"
PERC TEST PIT DATA
PERC TEST No. I
TAKEN ON FEBRUARY 1, 2014
DEPTH 29
NAIL DOWN 3
PRESOAK @ 9:27 - DRY @ 11:00
12:06 0"
12:11 7 1/8"
12:16 11"
12:21
14 1/2"
12:26 17"
12:31 - 18 7/8"
12:36 20 1/4"
12:41 21 1/2
12:46 22 3/8"
12.51 23 1/8"
12:56 - DRY
PERC RATE 6.66 MIN IN
3 1
Log
---
--
-
508
49
5 5Q2 508 500 506 0
44 49
490 492 8
506
�
504
486 488
484\
% 504 502
A
OW ARF- PROPOSED
FRON4, L
WELL
k Q
FOOTING IN(5 DRAIN OUTLET
FL. @ END = 494.0+% '
RIP-RAP
94.0+/-
RIP-RAP g OUTLET AL
'P-
LOT AREA = 7.94 ACRES
LAND TO BE CONVEYED BY ALBERT MENCARELLI - FIRE STREET -
MONTVILLE, CONNECTICUT - DATE SEPTEMBER 2011 - SCALE 1'r
50'- SHEET 1 OF I - BY KARL F. ACIMOVIC P.E. & L.S.
NO DECLARATION IS EXPRESSED OR
IMPLIED UNLESS THIS PLAN BEARS THE TO MY KNOWLEDGE AND BELIEF, THIS MAP IS
IMPRESSION (EMBOSSED) SEAL OF THE SUBSTANTIALLY CORRECT AS NOTED HEREON
PROFESSIONAL WHERE SIGNATURE
APPEARS HEREON-
McMINN ASSOCIATES LAND DEVELOPMENT
CONSULTANTS, SURVEYORS, MAP MAKERS.
ALL RIGHTS RESERVED. UNAUTHORIZED 'N,.,PAUL STOWELL
DUPLICATION OR MODIFICATION IS A REGISTERED LAND SURVEYOR LIC. No. 70216
VIOLATION OF APPLICABLE LAWS.
Traverse PG
50 1 '1�510
I I
N
CID
I -
MATERIAL NIF ROBERT G. KRA WIC
STOCKPILE 30,
AREA,
PROPANE TANKS
3 BEDROOM RAISED RAN(
_;ARAGE SLAB ELEV. = 501,50
BASEMENT SLAB LE.LEV. ra 502,0."'
508
5R6 TOP OF BANK
504 13.23'
N 71 °09'16"E
23.43'
N71 D50'05"E
002
5_2
500
TP -4 1. P. REC. o01
A
1c;
0 TP -3 498
o-&
�J
-IROJE.C1 BENC-FIMARK -'FOP OF IR(l)'A
PT -1 (2)
OT CORNER - ' IhAr--M r --I �0,' Alr�
100011,
1b
)0
Q
TP -2
SED 1000 GAU C"N TiC TANK
FLO'01LINE @ 1-10i ISE = 498,,'
1
0 496 FLOWIL-INE INTO I-ANK
490 4'
/0001 FLO'VvILINE OUT TANK
61
TP -1
44 486 48
/000,
Iitjt
49
1. P. REC.
1_7 /100,
0� �\
498xO ../00,
\ \ \, _,,,
% )
4
_
'00/
io_
494
TA
.0/
-TRUCTION ENTRANCE!
IJ THIS P01.11,,17
�t>g QOM 1492
C3
IV,
490
REQL
O
0,
Z
/
CP -7748
CONN. DOT 21'-, 11<;- '�
FIL rj ER FA -8 R 1
_01
1C01VSTRUC?70N ENTRAMCF. PAi
ELJEN MANTIS ITH HOLES
ORIGINAL
-7
SSELECT FILL MIN.
4' 5' SELECT FILL MIN.
5' COMMON FILL MIN.
,gyp6"
5
GRADE
0
boa
2 _-3- -_ 4
<^O
3
10
LEGEND <
491
TEST PITS
#1
PERC TESTS
PROPOSED GRADE
LEDGE OUTCROP
-7-
EXISTING CONTOURS
72
PROPOSED CONTOURS
42
PROPOSED WELL
30
SILTFENCE BARRIER
26
BUILDING SETBACK LINES
491
MATERIAL STOCKPILE AREA
34
TREELINES3 AS NOTED
PeWER
PROPOSED UTILITIES LINE
t
RESTRICTIVE LAYER e-
STRIP TOPSOIL LAYER
IRON PINS RECOVERED
<_
FOOTING « ROOF LEADER DRAINS
30
BOUNDARY POINTS NOT RECOVERED
3 1
Log
---
--
-
508
49
5 5Q2 508 500 506 0
44 49
490 492 8
506
�
504
486 488
484\
% 504 502
A
OW ARF- PROPOSED
FRON4, L
WELL
k Q
FOOTING IN(5 DRAIN OUTLET
FL. @ END = 494.0+% '
RIP-RAP
94.0+/-
RIP-RAP g OUTLET AL
'P-
LOT AREA = 7.94 ACRES
LAND TO BE CONVEYED BY ALBERT MENCARELLI - FIRE STREET -
MONTVILLE, CONNECTICUT - DATE SEPTEMBER 2011 - SCALE 1'r
50'- SHEET 1 OF I - BY KARL F. ACIMOVIC P.E. & L.S.
NO DECLARATION IS EXPRESSED OR
IMPLIED UNLESS THIS PLAN BEARS THE TO MY KNOWLEDGE AND BELIEF, THIS MAP IS
IMPRESSION (EMBOSSED) SEAL OF THE SUBSTANTIALLY CORRECT AS NOTED HEREON
PROFESSIONAL WHERE SIGNATURE
APPEARS HEREON-
McMINN ASSOCIATES LAND DEVELOPMENT
CONSULTANTS, SURVEYORS, MAP MAKERS.
ALL RIGHTS RESERVED. UNAUTHORIZED 'N,.,PAUL STOWELL
DUPLICATION OR MODIFICATION IS A REGISTERED LAND SURVEYOR LIC. No. 70216
VIOLATION OF APPLICABLE LAWS.
Traverse PG
50 1 '1�510
I I
N
CID
I -
MATERIAL NIF ROBERT G. KRA WIC
STOCKPILE 30,
AREA,
PROPANE TANKS
3 BEDROOM RAISED RAN(
_;ARAGE SLAB ELEV. = 501,50
BASEMENT SLAB LE.LEV. ra 502,0."'
508
5R6 TOP OF BANK
504 13.23'
N 71 °09'16"E
23.43'
N71 D50'05"E
002
5_2
500
TP -4 1. P. REC. o01
A
1c;
0 TP -3 498
o-&
�J
-IROJE.C1 BENC-FIMARK -'FOP OF IR(l)'A
PT -1 (2)
OT CORNER - ' IhAr--M r --I �0,' Alr�
100011,
1b
)0
Q
TP -2
SED 1000 GAU C"N TiC TANK
FLO'01LINE @ 1-10i ISE = 498,,'
1
0 496 FLOWIL-INE INTO I-ANK
490 4'
/0001 FLO'VvILINE OUT TANK
61
TP -1
44 486 48
/000,
Iitjt
49
1. P. REC.
1_7 /100,
0� �\
498xO ../00,
\ \ \, _,,,
% )
4
_
'00/
io_
494
TA
.0/
-TRUCTION ENTRANCE!
IJ THIS P01.11,,17
�t>g QOM 1492
C3
IV,
490
REQL
O
0,
Z
/
CP -7748
CONN. DOT 21'-, 11<;- '�
FIL rj ER FA -8 R 1
_01
1C01VSTRUC?70N ENTRAMCF. PAi
MARK REY06LDS
REGISTERED PROFESSIONAL ENGINEER
LIC. No. 19789
LEACHING TRENCH SECTION B=B
NO SCALE
McMINN ASSOCIATES
U)
LAND USE CONSULTANTS z
0
PAUL STOWELL REG. L.S.
>
171 WILCOX ROAD
MILFORD, CONNECTICUT
(860 537-0046
CONNECTICUT — FIGURE 1:
536-8 GRAVITY SAND FILL CROSS SECTION
VEGETATIVE CO -ER
IN
CLEAN BACKFILL 9" �
o 4" SDP 12"
ELJEN MANTIS ITH HOLES
ORIGINAL
-7
SSELECT FILL MIN.
4' 5' SELECT FILL MIN.
5' COMMON FILL MIN.
15�
GRADE
2 _-3- -_ 4
F
3
10
10
491
SEE NOTE
#1
PROPOSED GRADE
-7-
18-22
72
7
42
34
30
29
26
221-
26
491
58 48 42
I
34
313
28
26
t
RESTRICTIVE LAYER e-
STRIP TOPSOIL LAYER
25.1-
5b
49 42 34
30
28
26
24
18" MIN.
39
TRENCHES TO BE INSTALLED NO DEEPER THAN 14" INTO ORIGINAL 6RALYE
MARK REY06LDS
REGISTERED PROFESSIONAL ENGINEER
LIC. No. 19789
LEACHING TRENCH SECTION B=B
NO SCALE
McMINN ASSOCIATES
U)
LAND USE CONSULTANTS z
0
PAUL STOWELL REG. L.S.
>
171 WILCOX ROAD
MILFORD, CONNECTICUT
(860 537-0046
CONNECTICUT — FIGURE 1:
536-8 GRAVITY SAND FILL CROSS SECTION
VEGETATIVE CO -ER
IN
CLEAN BACKFILL 9" �
o 4" SDP 12"
ELJEN MANTIS ITH HOLES
1.1- 2-1- 31 -
SPECIFIED SAND AT Vii, 7 & 12 CYCLOCK
6.1-
6"
15�
L 36"
-18" MINIMUM FROM
48" -_.4 1301 TOM OF UNIT TO
I SEASONAL HIGH WATER TABLE
6" MIN
NOTE: VENTING REQUIRED WHENIMCIRE THAN 18" OF COVER AS
MEASURESED FROM THE —1 OP OF THE UNIT TO FINISHED GRADE
g
U
Rf" _qATIoN
125 McKee Street
East Hartford, CT 06108
Tel: 800444-1359 - Fax: 860-610-0427
k-v.efien.com
C-33 SAND FILL
S"o-, Square Opening Specification Pers:,.;Sieve Si size Passing
0,315' 9.5 mm 100,0
44 4,75 mm 950-100,00
#8 2 36 mm 80.0-100,0
#16 1.18 mm 50,0_850
#30 600 pm 25,0_6100
#50 300 Wn 5.0-30.0
0100 150 Jun < 10,0
; 0200 75 Ijm -50
BASIS OF SANITARY DESIGN
i
3BEDROOM HOUSE 6.66 Min/In PERC RATE
495 SQ. FT. OF LEACHING AREA REQUIRED
USE 1 ROW OF 18" HIGH MANTIS (MODEL 536-8) @ 11 SQ. FT,
OF LEACHING PER LINEAL FT. x 55 LINEAL FT. = 605 SQ. FT.
OF LEACHING AREA PROVIDED
USE MINIMUM 1000 GALLON SEPTIC TANK.
HF 28 x FF 1.5 x PF 1.2 = MLSS 50.4
21.00
N 05*33'37" W
G.
P
Nl'
KRA
580
.58' 67039"56,,j
IE 29.48`
S 43'08'59" E
21,26° IV)F ROBERT G.
S 57'15'27" E RA IC
27.74'
S 53'52'54" E
22.95'
S 45'39'12" E
U)
13.23'
0 AM
CONSTRUCTION NOTES
THE ENGINEER SHALL BE NOTIFIED PRIOR TO CONSTRUCTION 1 T
0 SET LOCATION AND
GRADE STAKES FOR THE SUBSURFACE SEWAGE DISPOSAL SYSTEM TO INCLUDE: FILL
MATERIAL, SEPTIC TANK, PRIMARY LEACH SYSTEM. SIMILAR STAKING REQUIRED
FOR ALL CURTAIN AND FOUNDATION DRAINS AND WELL_
NOSOIL STRIPPING OR EXCAVATION SHALL BEGIN WITHIN THE AREA OF THE
SUB -SURFACE SEWAGE DISPOSAL SYSTEM WITHOUT A VALID CONSTRUCTION PERMIT,
A LICENSED SEWAGE DISPOSAL SYSTEM INSTALLER SHALL OBTAIN A CONSTRUCTION
PERMIT AND ARRANGE FOR THE SITE INSPECTION PRIOR TO CONSTRUCTION. THE
SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THIS PLAN AND ALL APPLICABLE
STATE, AND LOCAL RULES, REGULATIONS AND CODES.
TOPSOIL TO BE STRIPPED AND STOCKPILED PRIOR TO ANY FILLING. SCARIFY AREA
BEFORE FILLING. AVOID STRIPPED AREA WITH HEAVY VEHICLES ON WHEELS TO
MINIMIZE COMPACTION, PLACE FILL AT EDGE OF PREPARED AREA AND SPREAD WITH
BULLDOZER IN 6" LIFTS AND COMPACT TO 90% MAXIMUM DENSITY.
SANT ARIAN TO INSPECT ANY FILL OVER 24" DEEP PRIOR TO CONSTRUCTION.
TRENCH BOTTOMS SHALL BE LEVEL AND SET TO FOLLOW CONTOURS OF EXISTING
GRADE. TRENCH LATERALS SHALL BE LEVEL'AIYTH PERFORATIONS DOWNWARD.
NO CONSTRUCTION BELOW ORIGINAL GRADE IN THE LEACHING SYSTEM AREA SHALL TAKE
PLACE WITHIN 48 HOURS OF A RAINSTORM OR WITH STANDING PUDDLES.
ALL FOOTING DRAINS, CURTAIN DRAINS AND SUBSURFACE SEWAGE DISPOSAL SYSTEM
COMPONENTS SHALL BE INSPECTED BY THE TOWN AND LOCATED 'AS -BUILT" BY
THE ENIGINEER/LAND SURVEYOR PRIOR TO COVERING. INSPECTION SHALL BE WITHIN
2 WORKING DAYS FOLLOWING TIMELY NOTIFICATION BY THE
CONTRACTOR TO PROTECT OPEN WORK FROM SILTATION AND EROSION -
ALL DISTURBED AREAS SHALL. BE GRADED, LOAMED, AND SEEDED AS SOON AS
POSSIBLE AFTER CONSTRUCTION. IF SEEDING CANNOT TAKE PLACE DURING THE
GROWING SEASON. A TEMPORARY MULCH COVER SHALL BE PLACED AND MAINTAINED
UNTIL PERMANENT'COVER CAN BE ESTABLISHED.
A LICENSED WELL DRILLER SHALL OBTAIN A PERMf1r PRIOR TO ANY DRILLING. THE
WELL SHALL BE PROVIDED IN ACCORDANCE WITH THIS PLAN AND AILL APPLICABLE
STATE AND LOCAL REGULATIONS AND CODES.
SATISFACTORY COMPLETION OF ALL THE ABOVE REQUIREMENTS SHALL PRECEED THE
PINM R1_cPf7r_T1nNAh11'1APPRnVAI OF THF RtIRSURFACE SEWAGE DISPOSAL SYSTEM AND
WVMXW� Siff ^Wr0WAAW,0M_
f FAW 17
A�Maz_ lee
1;3 Iir
nn tj
C-1 I'M MA
AVACH MTER PABRM TO Td& R1W 4, RACKML rXIF lnENCFf C4W-.AC T
f`kWC_W6 a FKrew TWT TVATRDSM
=1 11
TYPICAL BVSIrAL" r.10ffl
HYDRAULIC FACTOR I HF I
HYDRAULIC GRADIENT (% OF SLOPE)
<1
1.1- 2-1- 31 -
4.1-
6.1-
15�
2 _-3- -_ 4
F
3
10
10
417.9
SEE NOTE
#1
18-22
72
62 54 48
42
34
30
29
26
221-
26
66
58 48 42
I
34
313
28
26
24
25.1-
5b
49 42 34
30
28
26
24
20
39
30.1-
38
"
42 34 30
28
1 26
24
20
18
36.1-
42
42
36 311 28
26
24
20
18
11b
42.1-
36
32 28 26
24
20
18
15
14
48
48 5 1 0
30
Za 24 22
20
18
1
16
1
14
10
60
MLS NEED NOT
BE C
NSIDJRED
20' 0 20' 40' #1 CANNOT BE APPROVED UNLESS HYDRAULIC ANALYSIS
DEMONSTRATES SUITABILITY
PLOT PLAN
MENCARELLI PROPERTY
PREPARED FOR
COLCHESTER CONSTRUCTION
FIRE STREET - MONTVILLE, CONNECTICUT
SCALE 1 20' FEBRUARY 10, 2014
TAX MAP No, 13 LOT No. 5
GENERAL NOTES
PRIMARY AND RESERVE AREAS ARE TO BE PROTECTED FROM COMPACTION
AND DAMAGE BY MACHINERY AND EQUIPMENT DURING CONSTRUCTION.
ADDITIONAL TEST PITS MAY BE REQUIRED TO CONFIRM SOIL CONDITIONS IN THE AREA
OF THE PRIMARY AND RESERVE LEACHING FIELDS. PITS ARE TO BE DUG PRIOR TO THE
START OF CONSTRUCTION OF THE SEPTIC SYSTEM AND ARE TO BE STAKED IN THE FIELD
BY ENGINEER TO ENSURE PROPER LOCATIO,
DISTRIBUTION BOXES TO BE INSTALLED TO CREATE A HIGH LEVEL OVERFLOW (4- MIN
SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT STATE OF CONNECTICUT PUBLIC
HEALTH CODE.
IF FIELD CONDITIONS (MOTTLING, LEDGE OR GROUNDWATER) ARE ENCOUNTERED
AT SHALLOWER DEPTH THAN THOSE SHOWN IN THE DEEP TEST HOLE RESULTS, THE
ENGINEER SHALL BE CONTACTED IMMEDIATELY AND CONSTRUCTION HALTED UNTIL
FURTHER DIRECTED.
SDR 35 TIGHT PIPE FROM TANK TO D. BOX AND BETWEEN D. BOXES.
CONTOURS TAKEN FROM ON SITE FIELD TOPOGRAPHY AND ARE TO T-2 STANDARDS.
REQUIRED FILL SPECIFICATIONS
ALL LEACHING PRODUCTS WITH EFFECTIVi-, LEACHING CREDITS OF 7.4 SF/LF AND HIGHER
SHALL NOT BE UTILIZED WHERE THE UNDLRLYING NATURALLY OCURRING SOILS HAVE
A MINIMUM PERCOLATION RATE SLOWER THAN THIRTY (30) MINUTES PERC RATE.
SELECT FILL MATERIAL AND SELECT BACKFILL MATERIAL, PLACED WITHIN AND ADJACENT
TO PROPOSED LEACHING AREAS SHALL BE COMPOSED OF CLEAN SAND AND GRAVEL,
FREE FROM ORGANIC MATTER AND FOREIGN SUBSTANCES. THE FILL AND 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 ) 3 1 INCHES.
2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED
ON THE #4 SIEVE (THIS 13 THE GRAVEL PORTION OF THE SAMPLE).
3. THE MATERIAL THAT PASSES THE #4 SIEEVE 15 THEN REWEIGHED AN THE SIEVE
ANALYSIS STARTED.
THEREMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA:
SIEVE SIZE PERCENT PASSING PERCENT PASSING
#4 100% 100%
#10 70%-100% 70%-100%
#40 1ov-50% 10%-75%
#100 0%-20% 0%-5%
4200 0%-5ol. 0%-2.5%
WET SIEVE TEST DRY SIEVE TEST
THERESPONSIB/LITY FOR THE PREPARATION OFA LEACHING AREA UTILIZING SELECT
MATERIAL IS THAT OF THE LICENSED INSTALLER, THE INSTALLER SHALL TAKE THE
NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCURRING SOILS FROM
OVERCOMPACTION AND SIL TA TION ONCE EXPOSED.
INOTE: WATER TREATMENT DEVICES F40T TO DISCHARGE INTO SEPTIC SYSTEM.1
EROSION CONTROL NOTES
GENERAL REQUIREMENTS FOR EROSION CONTROL:
SEEDING, SODDING, OR REVEGETATION PLANS AND SPECIFICATIONS FOR ALL
UNPROTECTED OR UNVEGETATED AREAS SHALL BE IMPLEMENTED AS SOON AS
POSSIBLE.
EXCA VA TIONS, FIL L S AND GRADING
CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 3:1 UNLESS STABILIZED BY A
RETAINING WALL OR CRIBBING, EXCEPT AS APPROVED BY THE COMMISSION UNDER
UNDER SPECIAL CONDITIONS.
ADEQUATE PROVISIONS SHALL BE MADE f0 PREVENT SURFACE WATER FROM
DAMAGING THE CUT FACE OF EXCAVATION OR THE SLOPING SURFACES OF FILLS.
OUT AND FILLS SHALL NOT ENDANGER ADJOINING PROPERTY.
FILL SHALL BE PLACED AND COMPACTED 30 AS TO MINIMIZE SLIDING OR EROSION
OF THE SOIL.
GRADING SHALL NOT BE DONE IN SUCH A WAY SO AS TO DIVERT WATER ONTO
THE PROPERTY OF ANOTHER LANDOWNER WITHOUT THE EXPRESSED CONSENT OF
THAT LANDOWNER AND THE COMMISSION
FILLS SHALL NOT ENCROACH ON THE NATURAL WATERCOURSES OR CONSTRUCTED
CHANNELS.
DURING GRADING OPERATIONS, NECESSARY MEASURES FOR DUST CONTROL SHALL
BE EXERCIZED.
GRADING EQUIPMENT WILL NOT BE ALLOWED To GROSS LIVE STREAMS EXCEPT BY
MEANS OF BRIDGES AND CULVERTS OR OTHER METHODS AS APPROVED BY THE
COMMISSION.
IMPLEMENTATION PROCEDURES:
WHEREVER FEASIBLE, NATURAL VEGETATION SHOULD BE RETAINED AND PROTECTED.
ONLY THE SMALLEST PRACTICAL AREA OF LAND SHOULD BE EXPOSED AT ANY ONE TIME
DURING DEVELOPMENT.
WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE EXPOSURE SHOULD BE KEPT TO
THE SHORTEST PRACTICAL PERIOD OF TIME.
WHERE NECESSARY, TEMPORARY VEGETATION AND/OR MULCHING SHOULD BE USED TO
PROTECT AREAS EXPOSED DURING DEVELOPMENT.
THE PERMANENT FINAL VEGETATION AND STRUCTURES SHOULD BE INSTALLED AS SOON
AS PRACTICAL IN THE DEVELOPMENT.
REFERENCE NOTE
THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE
REGUILSTIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-30OB-1
THROUGH 20-300B AND THE "STANDARDS FOR SURVEYS AND MAPS
IN THE STATE OF CONNECTICUT" ADOPTED FOR USE BY THE CONNECTICUT
ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1995
THE TYPE OF SURVEY IS A "IMPROVEMENT LOCATION SURVEY"
THE BOUNDARY DETERMINATION CATEGORY IS "DEPENDENT RESURVEY".
THE HORIZONTAL ACCURACY CONFORMS TO "A-2" STANDARDS.
THE VERTICLE ACCURACY CONFORMS TO "T-2" SURVEY
SHEET I OF 1