HomeMy WebLinkAboutPlan500 ----- EXISTING CONTOUR
EDGE WOODS OR CLEARING
50' BUFFER WETLAND
ANTI -TRACKING PAD -
PRIMARY PRIMARY
NO. BEDROOMS: 3 NO. BEDROOMS: 2
SYSTEM AREA REQUIRED: G75 5.F. CODE COMPLIANT REPLACEMENT SYSTEM AREA REQUIRED: 500 S.F. USE GALLERY - 12G L.F. REQUIRED U5E GALLERY - 9G L.F. REQUIREDUSE (2) ROWS OF 12" GALLERY @ G4 L.F. EACH USE (2) ROW5 OF 1211 GALLERY @ 48 L.F. EACH
M L55 M L55
RESTRICTIVE LAYER : 28" RESTRICTIVE LAYER: 20" SLOPE : 9.2% SLOPE : G. I % SN7 1323
FERC. RATE : 20 MIN./IN, PERC. RATE: 20 MINJIN.
H f" FF PF Hf FF PF \ 2G x 1.5 x 1,5 = 58.5 L.F. 34 x l .0 x 1.5 = 51 L.F. \\
b
AIM nt&CMNG PAn tZw - 1
NOT •
I
t
a
CO
Ask
E
SNET 134 `I * \ tih \\
N \
MIN.
Qr
SET POSTS / EXCAVATE
G°` X G" TRENCH / SET POST
WIRE FENCING DOWN5LOPE/5TAPLIf WIRE MESH SNET 1237
FILTER FABRIC FENCING TO POSTS / ATTACH FILTER
FABRIC TO FENCING / EXTEND INTO TRENCH
BACKFILL TRENCH / COMPACT EXCAVATED SOIL
COMPACTED BACKFILL ..,..
1000
FLOW
ARC 28.
TRENCH CUT
G" TO 8" DEEP
G" TO 8" WIDE
FOLD I`ABRIC UP SLOPE
290-
288-
286-
284
10
2" X 4" X 5' STAKES DRIVEN
INTO GRADE 12" MIN.,
SET 8' TO 10' APART, AND
CANTED ! 00 INTO SLOPE
v
PROPOSED GROUND
EXISTING GROUND
G" TOPS
LEGEND
EG. 288.0 FG. 287.0
50T.287.2
SITE INVESTIGATION FOR SUBSURFACE SEWAGE DISPOSAL
12i
IrI
DA TE 10/25/07
PROPERTY LINE PERC TEST LOT A 10/25/07 PERC TEST LOT B 10/25/07
PARCEL A"
BUILDING LINE PRESOAK ONE HOUR DEPTH 23" PRESOAK ONE HOUR DEPTH 23"
0" - 6" TOPSOIL
LOAM 6" - 28" BROWN SANDY LOAM
0" - 16" TOPSOIL
16" - 41" BROWN SANDY LOAM
ANGLE POINT TIME WATER DIFF. TIME WATER DIFF.
41 - 113" GREY SANDY TILL LEDGE = NONE 53" - 92" GREY SANDY TILL
10:22 3 3/4" 0" 10:24 3"
LEDGE
0" 0 IP FND IRON PIN OR PIPE FOUND 10:27 4 1/4- 1/2" 10:29 4 1/4to 3/4"
61 MON FND MONUMENT FOUND 10:32 4 3/4" 1/2to
10:34 4 1/4to 1 /2"
0 DH FND DRILL HOLE FOUND 10:37 5 1/8" 5/8" 10:39 5"
on the approved plan. ANY CHANGES TO THE LOCATION OF THE DRAINS OR TH
3/4"
0 IP SET IRON PIN TO BE SET 10:42 10 1/2 to 3/8" 10:44 5 1/2 1/2 "
It MON SET MONUMENT TO BE SET 10:47 5 7/8" 3/8" 10:49 6"
on all lots where there is potential for erosion and for degradation of
1/2to
O DH SET DRILL HOLE TO BE SET 10:57 6 3/8" 5/8" 10:59 6 1/2 1/2to
1 1:07 6 7/8" 2" 1 1:09 7 1 /4„ 3/4is
STONE WALL 11.17 7 3/8 12 11:19 8 3/4 ,s
WIRE FENCE 11:27 7 7/8" 1/2" 11:29 8 3/4" 3/4"
r SILTFENCE OR HAYb1ALES RATE 20 MIN/INCH RATE 13.3 MIN/INCH
500 ----- EXISTING CONTOUR
EDGE WOODS OR CLEARING
50' BUFFER WETLAND
ANTI -TRACKING PAD -
PRIMARY PRIMARY
NO. BEDROOMS: 3 NO. BEDROOMS: 2
SYSTEM AREA REQUIRED: G75 5.F. CODE COMPLIANT REPLACEMENT SYSTEM AREA REQUIRED: 500 S.F. USE GALLERY - 12G L.F. REQUIRED U5E GALLERY - 9G L.F. REQUIREDUSE (2) ROWS OF 12" GALLERY @ G4 L.F. EACH USE (2) ROW5 OF 1211 GALLERY @ 48 L.F. EACH
M L55 M L55
RESTRICTIVE LAYER : 28" RESTRICTIVE LAYER: 20" SLOPE : 9.2% SLOPE : G. I % SN7 1323
FERC. RATE : 20 MIN./IN, PERC. RATE: 20 MINJIN.
H f" FF PF Hf FF PF \ 2G x 1.5 x 1,5 = 58.5 L.F. 34 x l .0 x 1.5 = 51 L.F. \\
b
AIM nt&CMNG PAn tZw - 1
NOT •
I
t
a
CO
Ask
E
SNET 134 `I * \ tih \\
N \
MIN.
Qr
SET POSTS / EXCAVATE
G°` X G" TRENCH / SET POST
WIRE FENCING DOWN5LOPE/5TAPLIf WIRE MESH SNET 1237
FILTER FABRIC FENCING TO POSTS / ATTACH FILTER
FABRIC TO FENCING / EXTEND INTO TRENCH
BACKFILL TRENCH / COMPACT EXCAVATED SOIL
COMPACTED BACKFILL ..,..
1000
FLOW
ARC 28.
TRENCH CUT
G" TO 8" DEEP
G" TO 8" WIDE
FOLD I`ABRIC UP SLOPE
290-
288-
286-
284
10
2" X 4" X 5' STAKES DRIVEN
INTO GRADE 12" MIN.,
SET 8' TO 10' APART, AND
CANTED ! 00 INTO SLOPE
v
PROPOSED GROUND
EXISTING GROUND
G" TOPS IL
EG. 288.0 FG. 287.0
50T.287.2
SITE INVESTIGATION FOR SUBSURFACE SEWAGE DISPOSAL
12i
IrI
FG. 2'87 7
DA TE 10/25/07
2. EROSION CONTROLS. Areas to be disturbed shall be bounded by staked21 - 38" BROWN SANDY LOAM
38;; - 60" GREY MOTTLED SILT
PARCEL A PARCEL A„
TEST
PARCEL 'A' PARCEL A" TEST PIT #1A DEPTH 113 PIT #2A DEPTH 98" TEST IT #3A DEPTH 92"
OP OF SLOPE
DEPTH 95" Q" - 12" TOPSOIL
12" - 28" BROWN SANDY
0" - 6" TOPSOIL
LOAM 6" - 28" BROWN SANDY LOAM
0" - 16" TOPSOIL
16" - 41" BROWN SANDY LOAM
PIT4A
0" --
13" -
13" TOPSOIL
30" BROWN SANDY LOAM
87.2
SILT 28" - 98" GREY SANDY TILL 41 " -- 53" GREY MOTTLED SILT 30" -
2
41 - 113" GREY SANDY TILL LEDGE = NONE 53" - 92" GREY SANDY TILL 45" -
1
LEDGE = NONE
STRIPPED GR UND
LEDGE = NONE LEDGE NONE
APPROX.12 EPTH) E
MOTTLING =31 "
OMMON FILL
27" ROOTS = NONE GROUNDWATER = NONE ROOTS = NONE
SELECT FILL (SEE
NONEGROUNDWATERNONE
NOTES FOR MAT KIAL
COMPACTIONS ECS)
THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75' OF THE SEPTIC
10 20
CROSS SECTION "AA"
HORIZONTAL SCALE 1 "=10'
VERTICAL SCALE 1 "=2'
30, 40
MAP REFERENCE:
PLAN OF PROPERTY OF EVA SHANKOWITZ, SCALE I " = 40'5
DATED: 8/25/83, BY KING * MULLEN.
2. "FINAL SUBDIVISION PLAN PREPARED I=OR GERALD 5M7T 111
SCALE 1 " = 501, JOB NO. 81 -3G, DATED FEB 1582,
REVISED TO 5/25/82, 15Y TOWNE ENGINEERING INC.
SBC 1322>(,
1
t
1 1 U3o
i 87x0I ( Nlf
JOHN dp JUNON
of
i-110
I • ' B. M. 10 " MAPLE
p ELEV. 281.82
751
WF 4
ti \
WF 3 *
IV\2,54.0 FOND
0WF 2 -'''
1-1 10' MAPLE
GALLERY I
UNCAS HEALTH DISTRICT
EG. 288.0 FG. 287.0
50T.287.2
SITE INVESTIGATION FOR SUBSURFACE SEWAGE DISPOSAL
OVERFLOW 288.0 FG. 2'87 7
DA TE 10/25/07
2. EROSION CONTROLS. Areas to be disturbed shall be bounded by staked21 - 38" BROWN SANDY LOAM
38;; - 60" GREY MOTTLED SILT
PARCEL A PARCEL A„
TEST
PARCEL 'A' PARCEL A" TEST PIT #1A DEPTH 113 PIT #2A DEPTH 98" TEST IT #3A DEPTH 92" TEST DEPTH 95" Q" - 12" TOPSOIL
12" - 28" BROWN SANDY
0" - 6" TOPSOIL
LOAM 6" - 28" BROWN SANDY LOAM
0" - 16" TOPSOIL
16" - 41" BROWN SANDY LOAM
PIT4A
0" --
13" -
13" TOPSOIL
30" BROWN SANDY LOAM28" - 41" GREY MOTTLED
It
SILT 28" - 98" GREY SANDY TILL 41 " -- 53" GREY MOTTLED SILT 30" - 45" GREY MOTTLED SILT41 - 113" GREY SANDY TILL LEDGE = NONE 53" - 92" GREY SANDY TILL 45" - 95" GREY SANDY TILLLEDGE = NONE MOTTLING =28" LEDGE = NONE LEDGE NONEMOTTLING =28" ROOTS = NONE MOTTLING =31 " MOTTLING 27" ROOTS = NONE GROUNDWATER = NONE ROOTS = NONE ROOTS NONEGROUNDWATERNONEGROUNDWATER = 70" GROUNDWATER = 68"
SBC 1322>(,
1
t
1 1 U3o
i 87x0I ( Nlf
JOHN dp JUNON
of
i-110
I • ' B. M. 10 " MAPLE
p ELEV. 281.82
751
WF 4
ti \
WF 3 *
IV\2,54.0 FOND
0WF 2 -'''
1-1 10' MAPLE
GALLERY I GALLERY 2
EG. 288.0 FG. 287.0
50T.287.2 BOT.286.2
INV.287.7 INV.28G.7
OVERFLOW 288.0 FG. 2'87 7
FG.286.7
2. EROSION CONTROLS. Areas to be disturbed shall be bounded by staked
Y\ . \ \
SEQUENCE OF ACTIVITY - HOUSE LOT DEVELOPMENT
4.
1. LIMITS OF DISTURBANCE. Upon approval of individual site plan
B"
development, the limit of devetopment shalt be established in the fieldPARCEL
EST PST
for each proposed structure, Disturbance limits shall be 25-35 feetT_ #1.-B,.. ..QEPTH 99"
0" - 11 " FILL
beyond the proposed louitding and shall be bounded by staked haybates orsiltfence.
11, - 21 " TOPSOIL 2. EROSION CONTROLS. Areas to be disturbed shall be bounded by staked21 - 38" BROWN SANDY LOAM
38;; - 60" GREY MOTTLED SILT
haybates or sitt fence. Att erosion controls, including silt fence and
60 - 99 GREY SANDY TILL antitracking pad, shall be installed and inspected lay the Land Use
LEDGE = NONE
Ptanner/ZED and Wetland Agent Prior To Stumps Being Putted, Grubbing,
MOTTLING =31 "
Or Excavation, The Planner/ZED and Wetland Agent may modify the
0-3
erosion control requirement based on field conditions so as toROOTS = NONE adequatety control erosion and siltation from the site.
GROUNDWATER = 71 " 3. TREES CLEARED , Trees shall be cleared and cut to length and stacked
or removed f rom site, Then the putting of stumps, grubbing and or
2.
excavation will begin.
Y\ . \ \
SEPTIC SYSTEM CONSTRUCTION NU_ TESL 4. DRIVEWAYS, All driveway and driveway shoulders shall be stripped,
1, CONSTRUCTION SE UENCE.,
perennial grasses suitable for the respective amount of sun or shade and
graded as shown on plan, and gravelled, All driveway shoulders shall be
Ar STRIP & STOCKPILE TOPSOIL FROM LEACHING GALLERY AREA,
Q1). NICHOLSO.N
stabilized immeoliately upon grading, either by diverting runoff,
mulching, or seeding, haybates and silt fence
0-5
B. PLACE & COMPACT SELECT FILL TO 6' BELOW FINISHED GRADE,
mulchedrior to Certificate e of Zoning Compliance,
or other approved measures the same day that cuts are made,
I.I ` `\\
C, CONSTRUCT LEACHING GALLERYS TO DESIGN LINE & GRADE, 5, TOPSOIL. All topsoil shalt be stripped and saved In an
0-3
D, LOAM, FINE GRADE TO FINISHED GRADE AND SEED, PROTECT DISTURBED AREAS
10. FINAL STABILIZATION. EROSION CONTROLS SHALL BE MAINTAINED ON THE
area as
shown on the plan or as approved by the Planner and Wetland Agent,
e` \\ •
WITH EROSION CONTROLS UNTIL FIRST MOWING Topsoil shall not be removed from the site except as in compliance with
2.
LOT AS LONG AS THEY ARE NEEDED TO CONTROL EROSION AND SEDIMENTATION.
the Zoning Regulations,
87 \
THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA HEAVY
CAST IRON, DUCTILE IRON OR EXTRA STRENGTH PVC ASTM D1785 SCHD 40 OR CONSTRUCTION AND DISTURURBED AREA. Excavati on and construction shall
TRENCHES SHALL NOT EXCEED 10" INT ORIGINAL
APPROVED EQUAL, commence following inspection and approval of erosion control and
3, ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED
construction of the driveway, The disturbed area shall be so as
EQUAL UNLESS NOTED, to contain runoff within the lot to the greatest extent possible,
4. SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL
7, SITES IN WINTER, When a site will be open during the winter months,
rough grading and 4-6 inch mulching mustORBROKENSTONEONCOMPACTEDSUBGRADE. occur prior to construction in
order to minimize erosion and uncontrolled runoff during the winter
5 THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75' OF THE SEPTIC months,
SYSTEM AS SHOWN ON THIS PLAN, 8 DRAINS, Foundation and curtain drains shall toe installed as shown
6 APPROVED STONE AGGREGATE FOR LEACHING TRENCHES SHALL BROKEN STONE., on the approved plan. ANY CHANGES TO THE LOCATION OF THE DRAINS OR THCRUSHEDSTONE, OR SCREENED GRAVEL MEETING CT DDT FROM 814A SPECIFIC ADDITIONS OF ANY DRAINS SHALL BE APPROVED BY THE PLANNERER AND WETLANDSFOR14.01r01 FOR NO. 4 STONE: AGENT PRIOR TO INSTALLATION
SIEVE SIZE PERCENT PASSING (BY WEIGHT) 9. COMPLETE SITE WORK, Finish grading shall occLar as2 -INCH 100 soon as ossiblep
1_1/2 --INCH 90--100 on all lots where there is potential for erosion and for degradation of
1 INCH 20---55 wetlands and watercourses, Lots shall be finish graded, seeded with
Y\ . \ \ NN F 3/4 -INCH 0-15 perennial grasses suitable for the respective amount of sun or shade and
C Q1). NICHOLSO.N 3/8 -INCH 0-5 mulchedrior to Certificatee of Zoning Compliance,
I.I ` `\\ AIR 1M MLA Jif. LEVINE 440 0-3 10. FINAL STABILIZATION. EROSION CONTROLS SHALL BE MAINTAINED ON THE
e` \\ • 200 0-1r5 LOT AS LONG AS THEY ARE NEEDED TO CONTROL EROSION AND SEDIMENTATION.
87 \
t
7. THE DEPTH
GRADE,
OF THE LEACHING TRENCHES SHALL NOT EXCEED 10" INT ORIGINAL
p y11, Alt E&S controls shall be inspected on a Bail ' basis and maintained
qs • \G. • • \ 0-4 8, THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM WITH BENC I as necessary until all disturbed areas are permanently vegetated. or0 "'r
MARK SHALL BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR. otherwise stabilized,
iu'
O INV. 5 p, 00-
0 INV.28.95 LEACHDESIGNTsq. . , \ E S GN NO -TES,
94 A L TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND I. ALL CONSTRUCTION TO CONFORMOR TO STANDARDS OF THE C[1NNECTICUT
f \ JP\ \\ ir slur TREKS TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (SELECT FILL) PLACED PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANITARIAN.
ice AND COMPACTED IN 6' LIFTS287 SELECT F:LL SHALL MEET THE FOLL OWNG MINIMUM REOUIREMENI , 2PERCOLATION RATE FOR DESIGNS PO MIN PER INCH
IN %3 N ;1`10 C,
1 ''t A. HE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 NI DEPTH TO LEDGE: NONEbFL\' 1doo 3 B. THE FiLL SHALL NOT CONTAIN MORE THAN
I H1=S
DEPTH TO MOTTLING., 28' Test Pi12a87xN45PERCENTGRAVEL (GRAVEL IS BETWEEN NO, 4 8 3 SIEVES) t lA91 , , \ \ , -
f o NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE NO, 4 SIEVE
2 N \ \ \ \ `"
1 o C. THE FILL LESS THE GRAVEL SHALL MEET THE FOLLOWING GRADATION CRITERIA: 3. REQUIRED EFFECTIVE LEACHING AREA FOR 3 BEDROOM HOUSE = 675 SF.
4 ° 5 \ `\ \\ \ \ \ `' S 4. PROVIDED 2 - 64 LF OF 12' LEACHING eller (4'WIDE) = 759Y5 SFSLOP \ ` #
4 #10 #40 #100 #200RIGHT \\ , - SIEVE SIZE: 5. THIS SYSTEM
1 '
E HAS NOT BEEN DESIGNED FOR THE USE OF LARGEWELLTBEANDONED , Q %PASSING: 100 70-10010-50 p-20 0-5 WET SIEVE CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS, RESIDENTIALBYALICIiNSEWELLDRILLERPRIOR '
TO 155U010E F SEPTIC PERMQT` \ % PASSING., 100 70-100 10-75 0-5 0-2=5 DRY SIEVE GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN, IN THE3 \ / EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE1 e C DE CO NT ; _ a \ I \ ER F
Ir\\
PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE P`K,_N1 PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING
N ,' a _ t `,` \\ PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DEES NOT EXCEED 5 FIELD CAPACITY WILL BE REQUIRED,
i I PR r 1EX. WELL S r APP \ APPROX. DOCUKENTATI N FLEAiNGARA \ t 0 O TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRICT, 6. THE DESIGN SHOWN HEREON CONFORMS TC' /SEPT _, 1 !' O ALL APPLICABLE STATE AND LOCAL HEALTH4 \ / T PER FIEL O SE 3 Ic N \ \ \ 0
R OWN
K \
NO` v \ _ __/ ' FILL .,"MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION, NO TRAFP'„ -T CODE REQUIREMENTS AND TO GOOD ENGINEERING PRACTICE, WE CAN NOT GUARANTEEC, ER5\TIES DATA Af B F _ HER THAN AGAINST FAILURE DUE TO IMPROPER INSTALLATION, IMPROPER MAINTENANCETRACT( -DRIVEN EQUIPMENT IS OR TO0OCROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA
NATURAL PHENOMENA BEYOND THE SCOPE OF NORMAL FIELD INVESTIGATION, 1 I \
AFTER' TOPSOIL REMOVAL. FILL MATERIAL TO BE DUMPED AT THE EDGE OF THET RSTRIPPEDAREA ANDPARCEL1 B" \ \ SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES, \ ICLES, STOCKPILING IS TO TAKE PLACE UPGRADI'NT OF 7. A 1,000 GALLON, E COMPARTMENT SEPTIC TANK IS REQUIRED, r I '-R-
THE LEACHING AREA; THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED PROVIDED Wt-+ / ,40, $56 SO. FT. \ i ITH AN OUTLET FILTER DEVICE (TUF-TITS-EF-4
0. $4 ACRES ,,. ,_ DR APPROVED EQUAL)
r lt*j.
BARBARA ANN
o U
SNETCO 1236
1
6IL !L r 3
1 1 4
W
I
3
coCOVER W/ NON -WOVEN
300 12" 1 41 1 2toFABRIC FILTER
EXISTING GRADE FINISH RA E
PLACE 6" SALVAGED TOPSIOL
CEDA TO FIN. GRADE LOAM, SEED & MULCH1i
v alar 0
1 ff Rf 5Y DECLARE THAT THE WETLANDS
ON THIS MAP (PLAN) ARE
5U55TANTIALLY -CPRfZ7.
RuAR-C1S5'.KS,L 5CIET15T DATE
REYNOLDS ENGINEERING
SERVICES, LLC
o my know`edge o^c cc =` s rap is substan: c / correct as noted hereon.
I(lark A. Reynolds, P.E. C LIC.# 19789
Certification is ^-c; va,io wit'0_t live sgnature and e-z__:ed (impression) type seal.
18" MIN.i 1 " BROKEN STONE
MAX. GROUND WATER 48" MIN. APPROVED AGGREGATE
LEDGE ROCK
TYPICAL 12" CONCRETE i E CHING rel 1 cav PjEcn0N
TO MY KNOWLEDGE AND BELIEF, TH15 MAP 15GRAPHICSUM5U55TANTIALLYCORRECTASNOTEDHEREON.
30 0 30 GO
IN FEET )
Inch = 30 ft.
THIS DRAWING IS NOT VALID UNLESS IT BEARS
AN EMBOSSED OR COLORED INK SEAL AND
QRIGINAL COLORED SIGNATURE,
ROBERT W. HELLSTROM, L.5: # 13G2G
2 01-02-08 5ANITAR:IAN COMMENT5
1 12-10-07 5ANITARIAN COMMENTS
N0. DATE n r_QiG
RONALD F. LAVIGNE CURRENT 77vV'ER
GRANTEE
VOL. 357 / PC. 560
8/1%1)
P,ANTO R
DAWN MALINOW5KY
GRANTEE
VOL. 294 /PC. 711
1/24/97)
RANTOR
DAVID * ROSE M. BARK., R
GRANTEE
VOL. 123 / PC. 708
12/27/74)
RANTOR
BARNEY * R05E 5t1ABAN0'',V7Z
GRANTEE
VOL. 54 / PC. 425
1126151)
JACOB SAFAROWITZ CREATES T GRANTC=
ROB HELL STROM
LAND SURVEYING
32 MAIN STREET
HEBRON, CT.
860) 228-9853
P.O. Box 497
COLUMBIA, CT. 062--37-A97,
DATE N0VEMRE 20. 2007 B7-
MAP STANDARD NOTES
1. TI -115 SURVEY (OR MAP) HAS BEEN PREPARED PURSUANT TOTHEREGULATIONSOFCONNECTICUTSTATEAGENCIESSECTIONS20-300b- I THKU 20-300b-20 AND THE STANDARDS FORSUKVEYSANDMAPSINTHESTATEOFCONNECTICUT" AS ADOPTEDBYTHECONNECTICUTASSOCIATIONOFLANDSURVEYORS, INC. ON SEPTEMBER 2G, 1996; THE TYPE OF SURVEY IS A IMPROVEMENTLOCATIONMAP. BOUNDARY DETERMINATION 15 BASED ON A RESURVEYOFPROPERTYANDCONFORMTOTHEA-21 (,'[.A55 OF AC(;UKACY,
2. TOPOG = RAPHIC FEATURES, If= SHOWN H_REON,WERE PREPAREDINACCORDANCEWITHCLA55T2 .
IMPROVEMENT LOCATION PLAN
PREPARED FOR -
MICHELLE VIGNE
SHOPPING LOT SPLIT,
HOUSE &SEPTIC DESIGN
225 LYNCH HILL ROAD
MONTVILLE,
SHEET N0. I Off
So
E.R.r. SCALE I H= 30'
CONNECTICUT
JOB NO. 2000-088
FILE NO. LA00088A