HomeMy WebLinkAboutResubdivision Plan REV 11-2-19996 = 02'02'06" TF - 300.53 -
R =84x,64 INV. IN EXISTING 15" RCP = 296.51
T=15 00 INV. OUT EXISTING 15" RCP = 296.76
L=30 00 INV. OUT PROPOSED 15" RCP =296.51
A = 02'02'06" C= 30 00
�c�\\ T=150064 CB=Nt4'18'23"E �s
N/F
WELLS ON SMITH, TOLEDO, AND FESIK PROPERTY , PETER J. 8 CAROL A._L=30-00
�� ��o
ARE MORE THAN 150' OFF STREETPROPERTY LINE SEPOWITZ CB=N16'20'29"E
�2\u� /`'�<
zMON / -- kA ",N
N/F
� Z /
f ND \ ,..e�.-_ - F N E,
JOHN J. 6 SUSAN SMITH
Z
pn MON EXISTING 13"RCP
SO49po0�7 ` l///�/
FN !^\ \ \� TO BE ABANDONED
v �, ti 1 0= 05'13'11"
m cn Ftir �'T,� R=560 00 1
T Q)"'. �n T=25.53 Y 04 __ 15"RC j \ N j F
SF N / F l,y� , L=51.02 (2 �j \g �, nA \/ \ 300 CHRISTOPHER J & SUSAN M
_ BENITO TOLEDO TF = 282.60 CB=N19'58'08"E /�v� K.OB'fLUCK
INV, IN EXISTING 15" RCP = 279.65 �� 32 _ \ oRO� \t \\
m INV. IN (NEW 15" RCP) = 279.80 �/ 5�P , �� MONUMENT \ OS \ \
D A = 06'38'50" INV. OUT EXISTING 15' RCP =279.80 �N SETFp \
z I R =560.00 \ \ / \ \ \ \ \\�3
T=32.52 ` �\ _ \
S. MONUMENT �- �' 3
06
L-64.97 �\ SET qg �� ~� l" I \ \ \ t �\ 2 ? \�
C=64.93 '�
-d
CB=
REBAR �, \ �\\ R` Ts \ I \ \ Z 302 �\
SET I tiU 0-0
\ \ \
S� \
MONUMENT ' � J �,r.` \ ,� � �5 3A
' 280 SET \
a , �I ` \
REBAR N 39 L2'06" E -- !c'. ,�✓/ _ ~ �.. \ \ \
SET _ - N rin /\\ \ ` \ �\
118.40' MON \ \ \ '�. FND
1P
- - - J FND TS4 \` 20' CONSERVATION \ \ \ \ \ \ TS\ \
o \
1, rET POSTS & EXCAVATE 2. STAF'L,- THE W! <E
A 6" x 6" TRENCH. SET MESH FENCING TO
POSTS DOWNSLOPE. AN;LE END POST.
UPSLOPE FOR STABS LITY
& SELF-CLEANING
U min.
1F -I
FILTER COMPACTED
FABPC — BACKFILL —\
flow
-(y,'- i ce• I L _ " ', u
3. ATTACH FILTER FABRIC TO 4. BA('KF'ILL THE TRENCH
THE WIRE FENCING & el COMPAC t WITH
EYTENO IT INTO THE TRENCH. E).CAVaTED SOIL
FILTER FABRIC SEDIMENT BARRIER
300
tF 1G -� R _ ��`'-' EASEMENT TO BE GRANTED �� I ` STONE \ \ \ \ \ \ \ \ \
P 0 — Z\ TO THE TOWN OF MONTVILLE HEADWALL INSTALL ADDITIONAL � �\P \ \\ � 298
lE -4�e'- �' 1H \ � . , 32' OF 15"RCP \ 3E3
CHESTER 2E
TALL
ETARY �DI /! \ p RIP -RAP \ \ 3
PAD I O' I W) x 12'(L) �. -�- \ \\
/IREBAR'r
S CLEAN
/WELL f EXISTING \`
74 f 2° s 2� -` o j SWALE ZA \ \\ \\ \ C7703 \ \ \ I
REBA \ \ \ \ Z
I .�SET
278 ' ttt REBAR n I 1 \ \ ` \ \ \\ 49 , \\ \\ \ Il ¢6,.<?9 F
i PROPOSED �� SET r i ` \ \
f a
/ �'
s. I F I \ 20• WIDE 2B �--._. \ \ \ \ RSA- 194,373 sq.f� \"
HOUSE �- O i?, DRAINAGE ?
r 6�c�yT I o EASEMENT - R C 4.46 acres
o \ I \
27I �OA�CI P'�M \ (EXISTING)
1A v
ID / \ I I \ ` \ \ \ f ( j INLAND % \
WETLANDS
I 1 C \ \\ ` �}` \ \ _ _ 51_j/
AREA= 1/19.310 sq ft. \ \ . \ ! 298 ; �., FNC
SEBAR `" 4.12 ocre5- ` \ SILT FENCE S
276 , / 276
77 I -N
JAMES EDWARD MOROSKY &
_ _---------- .....• NOTE: INDIVIDUAL SITE PLANS ARE REQUIRED
� - �aAT THE TIME OF DEVELOPMENT
� . _ . ,._.... -- ..... :_.,.. _ .. ...... _
JOSEPHINE DORIS SMITH ( IN FEET
1 inch = 40 ft.
THIS DRAWING IS THE PROPERTY' OF THE LAND SURVEYOR.
THIS PLAN AND REPRODUCTIONS OR REVISIONS OF THIS PLAN
ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE
OF THE LAND SURVEYOR WHO PREPARED THIS PLAN.
JOB #98- 039
DIETER & GARDNER
LAND SURVEYORS • PLANNERS
19 MILITARY HIGHWAY
GALES FERRY, CT. 0633
(860) 464--7455
FAX (860) 464-502P
FND FND
N ; F
WALTER J
JCSEPHINE DORIS SMIT"
LEGEND
CC `�oG < STONE WALL
--- - — PROPERTY LINA.
- -- - — STREET LIN---
IF
IN-IP FNO IRON PIPE FOUNC
DH SET DRILL HOLE SE
.» DN FP.0 DRILL HC)LE FOt�NL
M�?N FND MONI,fAENT FrrI.INC
0 PEE.AR OP Dr -ILL HOLE
Ti, PE �E
C N,ON11VENT ;F-'
- -- — EXI 4r, C.C. U�
ELr:E
07 VVETLAND'
{ DEEP TES' PC
CAA;N-
=- UTILITY' PGL'
EDlE OF POND / STREAM u� E3!.IILLI!r,C, SETE;A( LINT
F PRIMAR r FF'TIC ARE
P FESERVC SEF HC AREA
`a -o ASSE SSORS LOT NUMEEP
Q SILT FEN;'_
TS TOPSOI!, STOCKPILE.
U --G- U PPGP.-)SED UNDERGROUND UTILITIES
�------� PROPOSED CONT01IF
F'EPi_CIl_ATI{_!N TEST LOCAT101,
av I-IG1 ASSESS'_ ;, LO" N I'APEF
53 STREET ADDF:ES-
I1""EA?",,T SM0WIjs,�C;
F'IIZES I=7EST-TT3I-IVISI0IN,
xD
11FNL- N j F T�l T;?nTD, TA�T?`r
MAPr E '': JCILENE
^' EN411—IA I -'IBES
I�IItiES DRIZTE
�Z(�NTZ�II✓T_E, C"0-_ ice: EC= 'IC'I
S C_ A E FI :
T\I .A. TZ C IJ 1 9 0
REVISED NOVEMBER 2,1999
THS `;URVEY LND MAP H PE F
SHEET
' ytc
A�. EN F'R�FAGED IN AC'�Ot<GA"+C'E WITH �EC'TiQN; �!•�-? n
T'-'F'ti 2(-301�b-_^'J C- THE NE6ULATI"'N_ OF CONNEC �^UT STATE AC, i - N� L',
EN _ISS • M! J D�Jt.
STANDAP;;`_ F,, -!F `_URvE)S ANI, MAPS IN THE ,TATE OF rNNEr_TiLUT' AS ENC`CRSED BY THE
CONNECTICUT AS_.t;IC;AT!(_`N rF LAND SUPVFYCrP_, INC IT IS A DEPENCtEN T PESuP•-.EY BASE[ -
'N A RESURVEY t•C)NFCRl+;KN �1 (�G
3
-'` Ham. IZJNTAL A _C1 -}P,4'_ r CLAS A -C' ANL? A TOPOGFAPHi;
SUP,/FY CONF,;,RY NG TC) T(DPc-c.AA^H;r AC r'UP4' -T T_.
TC' N+Y F N�'W_EDCE AND RELIEF, TRIC MAP IS C'_'?STANTIALLti C17RRE':'TrAC NOTED HEREON.
D71'r LANs, ;I It yE CT N-
A rE.
.A'E. MAG(. '1. ,y�: a �►
i DATE OF COMPLETION OF
ALL WORK
i �
I
I CHAIRMAN
DATE
I
APPROVED BY THE CHAIRMAN OF THE MONTVILLE WATER POLLUTION
CONTROL AUTHORITY, THE PUBLIC WORKS
DIRECTOR, THE HEALTH
lOFFICER, ASSESSOR, AND THE MAYOR.
W.P.C.A. CHAIRMAN
DATE
i PUBLIC WORKS DIRECTOR
!
DATE
I
HEALTH OFFICER.
i
'
DATE
ASSESSOR
——h1Al'OR —
DATE
----`
DATE
jAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
I CHAIRMAN
DATE
SECRETARY
DATE i
PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW !
HAVE BEEN CONSIDERED IN THE DEVELOPMENT
OF THIS PLAN
APPLICANT -
_--
DATE
-- LAND SURVEYOR
DATE
LEGEND
CC `�oG < STONE WALL
--- - — PROPERTY LINA.
- -- - — STREET LIN---
IF
IN-IP FNO IRON PIPE FOUNC
DH SET DRILL HOLE SE
.» DN FP.0 DRILL HC)LE FOt�NL
M�?N FND MONI,fAENT FrrI.INC
0 PEE.AR OP Dr -ILL HOLE
Ti, PE �E
C N,ON11VENT ;F-'
- -- — EXI 4r, C.C. U�
ELr:E
07 VVETLAND'
{ DEEP TES' PC
CAA;N-
=- UTILITY' PGL'
EDlE OF POND / STREAM u� E3!.IILLI!r,C, SETE;A( LINT
F PRIMAR r FF'TIC ARE
P FESERVC SEF HC AREA
`a -o ASSE SSORS LOT NUMEEP
Q SILT FEN;'_
TS TOPSOI!, STOCKPILE.
U --G- U PPGP.-)SED UNDERGROUND UTILITIES
�------� PROPOSED CONT01IF
F'EPi_CIl_ATI{_!N TEST LOCAT101,
av I-IG1 ASSESS'_ ;, LO" N I'APEF
53 STREET ADDF:ES-
I1""EA?",,T SM0WIjs,�C;
F'IIZES I=7EST-TT3I-IVISI0IN,
xD
11FNL- N j F T�l T;?nTD, TA�T?`r
MAPr E '': JCILENE
^' EN411—IA I -'IBES
I�IItiES DRIZTE
�Z(�NTZ�II✓T_E, C"0-_ ice: EC= 'IC'I
S C_ A E FI :
T\I .A. TZ C IJ 1 9 0
REVISED NOVEMBER 2,1999
THS `;URVEY LND MAP H PE F
SHEET
' ytc
A�. EN F'R�FAGED IN AC'�Ot<GA"+C'E WITH �EC'TiQN; �!•�-? n
T'-'F'ti 2(-301�b-_^'J C- THE NE6ULATI"'N_ OF CONNEC �^UT STATE AC, i - N� L',
EN _ISS • M! J D�Jt.
STANDAP;;`_ F,, -!F `_URvE)S ANI, MAPS IN THE ,TATE OF rNNEr_TiLUT' AS ENC`CRSED BY THE
CONNECTICUT AS_.t;IC;AT!(_`N rF LAND SUPVFYCrP_, INC IT IS A DEPENCtEN T PESuP•-.EY BASE[ -
'N A RESURVEY t•C)NFCRl+;KN �1 (�G
3
-'` Ham. IZJNTAL A _C1 -}P,4'_ r CLAS A -C' ANL? A TOPOGFAPHi;
SUP,/FY CONF,;,RY NG TC) T(DPc-c.AA^H;r AC r'UP4' -T T_.
TC' N+Y F N�'W_EDCE AND RELIEF, TRIC MAP IS C'_'?STANTIALLti C17RRE':'TrAC NOTED HEREON.
D71'r LANs, ;I It yE CT N-
A rE.
.A'E. MAG(. '1. ,y�: a �►
N / F
CHRISTOPHER J. & SUSAN M.
KOBYLUCK
98-003
49
AREA = 4.46 ACRES
98-002
51
AREA = 4.12 ACRES
R-40
EROSION AND SEDIMENTATION CONTROL PLAN FOR CONSTRUCTION OF NEW HOMES
LOT 49
TEST PITS WITNESSED BY RAY ANDREWS R.S.
UNCAS HEALTH DISTRICT ON 1/4/99.
TP 3A
0-14" TOPS
14"-48" SUS L
LEDGE @ 48", NO GROUNDWATER
NO MOTTLING DEPTH nF
/IVHOLE 48"
TP 3B
0-10" TOPSOIL
�gMFs
C, 0R0
10"-36" SUBSOIL
4b / 36"-60" GREY SANDY TILL
THIS PLAN HAS BEEN DEVELOPED TO MINIMIZE EROSION AND SEDIMENTATION AND REDUCE THE O �OROsky MO TLINCG @ 36 R DEPTHOF
@ 58"
OF
IMPACT OF STORM WATER RUNOFF DURING CONSTRUCTION USING ENGINEERING PRINCIPALS HOLE 60
DETAILED IN THE CONNECTICUT GUIDELINES FOR SOIL AND EROSION AND SEDIMENT CONTROL. TP 3C
0-16" TOPSOIL
THE ACCOMPANYING PLANS PROVIDE THE FOLLOWING INFORMATION FOR THE IMPLEMENTATION 16"-28" SUBSOIL
OF THIS PLAN: 28"-58" GREY SANDY TILL
- LOCATION OF SEDIMENT CONTROL BARRIERS LEDGE @ 60", GROUNDWATER @ 50"
MOTTLING @ 36", DEPTH OF
- FINISHED GRADES TO BE ACHIEVED HOLE 60"
- CONSTRUCTION SEQUENCE AND DETAILS TP 3D
0-10" TOPSOIL
THIS PROJECT IS FOR THE DEVELOPMENT OF A THREE LOT RESIDENTIAL SUBDIVISION. 10"-50" SUBSOIL
THERE ARE NO INLAND WETLAND IMPACTS ANTICIPATED, NO ACTIVITY IS PROPOSED
WITHIN 50 -FOOT WETLANDS BUFFER. LEDGE @ 50", NO GROUNDWATER
NO MOTTLING, DEPTH OF
CONSTRUCTION SEQUENCE: HOUSES HOLE 50"
/ F
& JOLENE S.
STER
1(
TOTAL AREA = 11.96 ACRES
GRAPHIC SCALE
1. STAKEOUT LIMITS OF CONSTRUCTION FOR THE DRIVEWAYS, HOMES AND SEWAGE DISPOSAL SYSTEM.
2. INSTALL SEDIMENTATION CONTROL BARRIERS AS SHOWN ON THE PLAN.
3. REMOVE EXISTING VEGETATION AND TOPSOIL WITHIN THE LIMITS OF CONSTRUCTION.
STOCKPILE TOPSOIL AS SHOWN ON THE PLAN.
4. ROUGH GRADE THE DRIVEWAYS AND HOUSE AREAS.
5. INSTALL/CONNECT UTILITIES
6. FOLLOWING CONSTRUCTION OF THE HOMES, FINISH GRADE ALL DISTURBED AREAS,
7. LOAM AND SEED ALL DISTURBED AREAS.
MAINTENANCE
INSPECT SEDIMENT BARRIERS AFTER EACH STORM EVENT AND REPAIR OR REPLACE
AS NECESSARY. CLEAN OUT OF ACCUMULATED SEDIMENT IS NECESSARY IF 1/2 OF
THE ORIGINAL HEIGHT OF THE BARRIER BECOMES FILLED IN WITH SEDIMENT.
GENERAL NOTES
1. MAINTAIN ALL SEDIMENT AND EROSION CONTROL FACILITIES UNTIL ALL
AREAS HAVE BEEN STABILIZED.
2. LIMITS OF DISTURBANCE AND EROSION AND SEDIMENT CONTROL MEASURES
ARE TO BE CONSIDERED AS TYPICAL MINIMUM STANDARDS. THE GENERAL CONTRACTOR
WILL BE RESPONSIBLE FOR INSTALLING AND MAINTENANCE OF EROSION AND SEDIMENT
CONTROL AND FOR IMPLEMENTING ADDITIONAL MEASURES AS SITE CONDITIONS WARRANT.
PERMANENT SEEDING
SEED BED PREPARATION: FINE GRADE AND RAKE SOIL SURFACE TO REMOVE STONES LARGER
THAN 2" IN DIAMETER. APPLY LIMESTONE AT A RATE OF 90 Ibs./1000 S.F. FERTILIZE WITH
10-10-10, OR EQUIVALENT, AT A RATE OF 7.5 Ibs./1000 S.F. WORK LIMESTONE AND FERTILIZER
INTO SOIL UNIFORMLY TO A DEPTH OF 4" WITH A HARROW OR EQUIVALENT. SEED APPLICATION:
APPLY LAWN SEED BY HAND, CYCLONE SEEDER OR HYDROSEEDER. LIGHTLY DRAG OR ROLL THE
SEED SURFACE TO COVER SEED. SEEDING SHOULD BE DONE BETWEEN APRIL 15 AND JUNE 15 OR
BETWEEN AUGUST 15 AND SEPTEMBER 30. IF SEEDING CANNOT BE DONE DURING THESE TIMES.
REPEAT MULCHING PROCEDURE BELOW UNTIL SEEDING CAN TAKE PLACE. NOTE: IF HYDROSEEDER
IS USED, INCREASE SEED MIXTURE BY 10%. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH
THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 Ibs./1000 S.F. SPREAD MULCH
BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE OR DISK
HARROW.
TEMPORARY SEEDING
USE A TEMPORARY VEGETATION COVER OF ANNUAL RYE GRASS AT A RATE OF 1.0 Ibs./
1000 S.F. APPLY 10-10-10 FERTILIZER, OR EQUIVALENT, AT A RATE OF 7.5 Ibs./1000 S.F.
AND LIMESTONE AT A RATE OF 90 lbs./1000 S.F. APPLY STRAW OR HAY MULCH AT A
RATE OF 70 Ibs./1000 S.F.
CC THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR.
THIS PLAN AND REPRODUCTIONS OR REVISIONS OF THIS PLAN
ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE
OF THE LAND SURVEYOR WHO PREPARED THIS PLAN.
JOB#98-039
TEST PIT WITNESSED BY RAY ANDREWS R.S.
UNCAS HEALTH DISTRICT ON 10/15/99.
TP 3E
0-10" TOPSOIL
10"-40" SUBSOIL
40"-88" LIGHT GREY
MEDIUM COMPACT SANDY SILT
NO LEDGE
NO GROUNDWATER
MOTTLING @ 40"
DEPTH 88"
PERCOLATION TEST PRIMARY AREA
4/16/99
PERCOLATION RATE: 13.3 MIN./INCH
PERC HOLE DEPTH: 23"
:00 5 1/2"
:05 9"
:10 13 1/2"
:15 15 1/2"
:20 17"
:25 18"
.30 19"
:35 19 3/4"
:40 20 1/2"
:45 21 1/2"
:50 DRY
PERCOLATION TEST RESERVE AREA
4169
PERCOLATION RATE: 10 MIN./INCH
PERC HOLE DEPTH: 21"
:00 5"
:03 7 1/2"
:05 9 1/2"
:07 12"
:10 14"
:12 15"
:15 15 3/4"
:17 16"
:20 16 3/4"
:25 17"
:30 18"
.35 18 1/2"
:40 19"
:45 19 1/2-
:50 20"
( IN FEET )
1 inch = 100 ft.
LOT 51
0
3T PITS WITNESSED BY RAY ANDREWS R.S.
UNCAS HEALTH DISTRICT ON 1/4/99.
TP 2A
12" TOPSOIL
-24" SUBSOIL
24"-72" GREY SANDY TILL
NO LEDGE, GROUNDWATER @ 24"
MOTTLING @ 24", DEPTH OF
HOLE 72"
TP 2B
0-8" TOPSOIL
8"-24" SUBSOIL
24"-50" GREY SANDY TILL
LEDGE @ 50", GROUNDWATER @ 24"
MOTTLING @ 24", DEPTH OF
HOLE 70"
TP 2C
0-9" TOPSOIL
9"-28" SUBSOIL
28"-58" GREY SANDY TILL
LEDGE @ 58", GROUNDWATER @ 28"
MOTTLING @ 28", DEPTH OF
HOLE 58"
TP 2D
0-10" TOPSOIL
10"-24" SUBSOIL
24"-68" GREY SANDY TILL
LEDGE @ 68", GROUNDWATER @ 24"
MOTTLING @ 24", DEPTH OF
HOLE 68"
TEST PIT WITNESSED BY RAY ANDREWS R.S.
UNCAS HEALTH DISTRICT ON 10/15/99.
TP 2E
0-12" TOPSOIL
12"-36" SUBSOIL
36"-80" SANDY GRAVEL
NO LEDGE
WATER @ 72"
MOTTLING @ 36"
DEPTH 80"
PERCOLATION TEST PRIMARY AREA
4/16/99
PERCOLATION RATE: 6.66 MIN./INCH
PERC HOLE DEPTH: 24"
:30 6"
:33 12"
:35 18"
:37 18 1/2-
:40 19 1/2-
:45 20 1/4"
:50 21"
:55 21 3/4"
:00 22 1/2"
:05 DRY
PERCOLATION TEST RESERVE AREA
4/16/99
PERCOLATION RATE: 5.7" MIN./INCH
PERC HOLE DEPTH: 21"
:00 1 1/2"
:05 3"
:10 6"
:15 9"
20 12"
25 15"
:30 16"
GENERAL NOTES
1) MAP REFERENCES:
A) CHARTER OAK SUBDIVISION PROPERTY OF ALEJO ORTEGA, RAYMOND HILL ROAD,
MONTVILLE, CONN., SCALE 1"=40', MARCH 4, 1974, PREPARED BY BERNARD F.
STONE AND ASSOCIATES, SALEM, CONN., SHEET 8 OF 11
B) FINAL PLAN PIRES SUBDIVISION SECTION I PREPARED FOR MANUEL PIRES OWNER
AND DEVELOPER SIMPSON LANE MONTVILLE CONNECTICUT SHEET 1 OF 3 SCALE:
1"=100' OCTOBER 1979 PREPARED BY BERNARD F. STONE & ASSOC., INC. SALEM
CONNECTICUT REVISED 10/23/79, REVISED 10/31/79, REVISED 11/13/79, REVISED
11/27/79, NOTE #12 ADDED, REVISED 11/28/79 WELL LOCATION NOTE #4
C) BOUNDARY SURVEY MAP RESUBDIVISION LOT 13 PIRES SUBDIVISION SECTION II
PIRES DRIVE MONTVILLE, CONN. PREPARED FOR MANUEL PIRES OWNER &
DEVELOPER SCALE 1"=100' DATE APRIL 81, REVISED 6/17/81, REVISED SEPT.21,
1981 REVISED 12/7/81
D) LOT LAYOUT PLAN SPRUCE HILL II SUBDIVISION PREPARED FOR RICHARD D. LOVE
& RICHARD E. LOVE SPRUCE LANE MONTVILLE, CONNECTICUT SCALE 1"=40' DSGN/
DWN MB DATE NOVEMBER 1990, REVISIONS "A" PER COMMENTS 1-7-91 "B" PER
APPROVAL 2-28-92 DWG No. 8932551 2 OF 8 S-1 JOB No. 89-3-25 TOTAL
TECHNOLOGY INC CONSULTING ENGINEERS/LAND SURVEYORS 458 WILLIAMS STREET
NEW LONDON, CT 06320"
E) SUBDIVISION PLAN PREPARED FOR JEFFREY T. AND GWEN R. REYNOLDS, RAYMOND
HILL ROAD AND LISA ROAD, MONTVILLE, CT SCALE 1"=100' DATE JULY 1994,
IDENTIFICATION NUMBER 94-1447
F) MAP SHOWING PARCEL "A" TO BE CONVEYED TO LOT No. 16 FROM LOT No. 15
LOCATED IN PIRES SUBDIVISION SECTION II PIRES DR. MONTVILLE CT, 1"=100'
JULY 2, 1984 PREPARED BY FRANSEN CONSULTANTS 12 CASE ST. SUITE 317
NORWICH CONN
2) HOUSES, DRIVEWAYS, UTILITY HOOKUPS ARE SHOWN CONCEPTUALLY ONLY TO DEMONSTRATE
FEASIBILITY AND CONFORMANCE WITH ZONING AND SUBDIVISION REGULATIONS. INDIVIDUAL
SITE PLANS ARE REQUIRED AT THE TIME OF DEVELOPMENT.
3) INLAND WETLANDS DELINEATED BY R. RICHARD SNARSKI, CERTIFIED SOIL SCIENTIST.
4) ELEVATIONS SHOWN HEREON ARE BASED ON U.S. GEOLOGICAL SURVEY DATUM.
5) CONTRACTORS TO LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION. CALL BEFORE YOU
DIG 1-800-922-4455.
6) ALL NEW UTILITIES, INCLUDING CATV AND TELEPHONE TO BE INSTALLED UNDERGROUND.
7) OWNER AT THE TIME OF CONSTRUCTION WILL SERVE AS CONTACT PERSON FOR INSTALLATION,
INSPECTION AND MAITENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES.
:40 18" 1/-+ DIE'YER & (UARDNER
:45 19" LAND SURVEYORS • PLANNERS
:50 19 3/4" 19 MILITARY HIGHWAY
:55 DRY GALES FERRY, CT. 06335
(860) 464-7455
FAX (860) 464-5028
ADJOINING PROPERTY OWNERS
PHYLLIS JACOBWITZ
57 PIRES DRIVE
OAKDALE, CT. 06370
ELAINE SHELLY TOPOROWSKI
& JAMES EDWARD MOROSKY
571 ROUTE 163
MONTVILLE, CT. 06353
WALTER J. &
JOSEPHINE DORIS
230 LYNCH HILL ROAD
OAKDALE, CT. 06370
DORAN & ELAINE SHUMWAY
34 PIRES DRIVE
OAKDALE, CT. 06370
JOHN J. & SUSAN SMITH
46 PIRES DRIVE
OAKDALE, CT. 06370
LOT 53
CHRISTOPHER J. &
SUSAN M. KOBYLUCK
39 PIRES DRIVE
OAKDALE, CT. 06370
RONALD J. BENEDICT &
SANDRA J. EICHELBERG
63 LISA LANE
UNCASVILLE, CT. 06382
MARK E. & JOLENE S. HESTER
62 LISA LANE
UNCASVILLE, CT. 06382
PETER J. & CAROL A. SEPOWITZ
40 PIRES DRIVE/P.O. BOX 148
UNCASVILLE, CT. 06382
BENITO TOLEDO
54 PIRES DRIVE
OAKDALE, CT. 06370
NICHOLAS M. & THERESA M.
FESIK
58 PIRES DRIVE
OAKDALE, CT. 06370
TEST PITS WITNESSED BY RAY ANDREWS R.S.
UNCAS HEALTH DISTRICT ON 1/4/99.
TP 1A
0-86" BLACK COMPOST
NO LEDGE, NO GROUNDWATER
NO MOTTLING, DEPTH OF
HOLE 86"
TP 1B
0-12" TOPSOIL
12"-36" SUBSOIL
36-86" GREY SANDY TILL
NO LEDGE, NO GROUNDWATER
NO MOTTLING, DEPTH OF
HOLE 86"
TP 1C
0-36" BLACK COMPOST
36"-86" SUBSOIL
NO LEDGE, NO GROUNDWATER
NO MOTTLING, DEPTH OF
HOLE 86"
TP 11)
0-25" BLACK COMPOST
25"-50" SUBSOIL
50"-70" GREY SANDY TILL
NO LEDGE, NO GROUNDWATER
NO MOTTLING, DEPTH OF
HOLE 72"
TEST PITS WITNESSED BY RAY ANDREWS R.S.
UNCAS HEALTH DISTRICT ON 3/25/99.
MAYOR
APPROVED BY THE MONTVILLE PLANNING
TP 1E
TP 1G
0-7" TOPSOIL
0-10" TOPSOIL
7"-22" SUBSOIL
10"-38" SUBSOIL
22"-84" GRAVEL
33"-88" GRAVEL
NO LEDGE, NO GROUNDWATER
NO LEDGE, NO GROUNDWATER
NO MOTTLING, DEPTH OF
NO MOTTLING, DEPTH OF
HOLE 84"
HOLE 84"
TP 1F
TP 1H
0-8" TOPSOIL
0-4" TOPSOIL
8"-32" SUBSOIL
4"-82" SUBSOIL
32"-86" GRAVEL
NO LEDGE, NO GROUNDWATER
NO LEDGE, NO GROUNDWATER
NO MOTTLING. DEPTH OF
NO MOTTLING, DEPTH OF
HOLE 84"
HOLE 84"
PERCOLATION TEST PRIMARY AREA
PERCOLATION TEST RESERVE AREA
10/21/99
3/25/99
PERCOLATION RATE: 8 MIN./INCH
PERCOLATION RATE: 5 MIN./INCH
PERC HOLE DEPTH: 24"
PERC HOLE DEPTH: 28"
:00 1"
:25 1 1/4"
:05 4 1/2"
:30 2 1/4"
:10 7 1/4":35
3 3/4"
:15 ill'
: 40 5"
:20 13"
: 45 6 1/4"
:25 14 3/4"
: 50 7 1/2"
:30 16"
:55 8 112-
:35 17 1/8"
:00 9 1/2"
:40 17 5/8"
:05 10 1/2-
45 18 1/2"
:10 11 1/2-
/2"50
50 19 "
:20 13 1/2-
:55 19 3/4"
:25 14 1/2"
MINIMUM LEACHING SYSTEM SPREAD (MLSS)
LOT 49
20X1.5 X1.5= 45 LF
LOT 51
42 X 1.5 X 1.2 = 75.6 LF
SHEET INDEX
1. 100 SCALE, GENERAL NOTES,
TEST PIT DATA
2. 40 SCALE DETAIL LAYOUT
NAME/ADDRESS SUBDIVIDER
PAULA NEGRON
25 EDGEWOOD AVE. #102
NEW BRITAIN, CT. 06051
NAME/ADDRESS OWNER
AMELIA PIRES
C/O PAULA NEGRON
25 EDGEWOOD AVE. #102
NEW BRITAIN, CT. 06051
L0 CATI ® N MAP
ZONING DISTRICT R-40
GRAPHIC SCALE
1000 0 500 1000 2000 4000
M E-
( IN FEET )
1 inch = 1000 ft.
ASSESSOR
DATE
MAYOR
APPROVED BY THE MONTVILLE PLANNING
DATE
AND ZONING COMMISSION
CHAIRMAN
DATE
SECRETARY
DATE
PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW
HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN
APPLICANT
DATE
LAND SURVEYOR
DATE
PIAN S]E�®WING
PIRES R.ESTJPIDIVISI®N
PR®PEP.TY CF
E1\411 -,IA PIRES
P IRE S ID RIVE
1�®NTVI7LI�E, C®NNECTICTJT
SCA -7-E: 1 "_ 100
MARCM 1999
REVISED: NOVEMBER 2, 1999
SHEET 1 OF 2
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1
THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM
STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A DEPENDENT RESURVEY BASED
ON A RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS "D".
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
TITLE: LAND SURVEYOR CT No. 14208
DATE: MARCH 31, 1999