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CL&P
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9.5 t ACRES
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ARC LENGTH - 103.13
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MAP 44, LOT 7-A
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VOL. 190/
PAGE 689
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N/F
VOL. 47/
- -220- -
EXISTING CONTOURS
MADELYN E.
PAGE 651
9.5 t ACRES
3.0 f ACRES
HAMMOND
STONEWALL
- - -- -
GRAVEL DRIVE
MAP 44, LOT 7-A
EXISTING TRAIL
x
WIRE FENCE
N/F
DAVID HAMMOND do
VOL. 190/
PAGE 689
4.0 f ACRES
5.1 t ACRES
LINDA M. HAMMOND
0„ -12" Topsoil
0"•-8" Topsoil
12"-39" Brown Sandy Loam w/rock
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VOL. 381 / PG. 834
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S
REVIEWED DATE
1�\
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ARCHITECTURAL
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BOUNDARY POINT
- -220- -
EXISTING CONTOURS
.. 2
PROPOSED CONTOURS
BACKFILL
BUILDING SETBACK LINE
•OOcDC Cx00-
STONEWALL
- - -- -
GRAVEL DRIVE
----------
EXISTING TRAIL
x
WIRE FENCE
0-
SILT FENCE
WLFI
LIMITS OF INLAND WETLANDS
TPS
0„ -12" Topsoil
60 30 0 60
GRAPHIC SCALE IN FEET
QUALITY CONTROL CERTIFICATION
GROUP
REVIEWED DATE
PROJECT MANAGER
�� �( .o
SURVEY
�•�
ENVIRONMENTAL
SELF CLEANING
CIVIL
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STRUCTURAL
35"-101" Sand and Gravel
ARCHITECTURAL
75'
FILE
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CARL E. FREEMAN JR & s \` `6 \ \ `V
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PHYLLIS A. FREE mss, \ I 3.s6' -. Y'
LPIPE
VOL. 383 / PG. 450 \s�!` ,� g 132.50'6 9.96' (Ff�UND)
E` . 585'44'2 " E 1A S 8T55'24" E 34.57' _\
--_ S 86'25'41
48'25"
N/F 60' REAR YARD` \
DONALD F. BARNES SR & SETBACK (TYP) \
/ LISA BARNES
/ VOL. 96 / PG. 559
I
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N/F
FRANK C. DVORAK &
SOPHIE M. DVORAK
VOL. 87 / PG. 620
FILTER
FABRIC
I
ANGLE 10' UP SLOPE
= 9.14 min/in
TP -1
FOR STABILITY AND
0"-10" Topsoil
0"-8" Topsoil
SELF CLEANING
POST
20"-35" Brown Very Silty Loam
MLSS Required =
35"-101" Sand and Gravel
No Ledge observed
75'
N Ground Water sere
0 observed
No Ledgeobserved
g
No Mottling observed
No Ground Water observed
M
Mottles at 37"
Q
TP-
0
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W
COMPACTED
0"-8"Topsoil
\\�\\�\���\\/ N o
BACKFILL
38"-74" Sand and Gravel
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SILT FENCE
NOT TO SCALE
TO MY
CORRO
LOCATION MAP SCALE 1 "=1000'
Pond
TEST HOLE DATA
PER UNCAS HEALTH
11/23/05
= 9.14 min/in
TP -1
TP -4
0"-10" Topsoil
0"-8" Topsoil
10"-20" Brown Sandy Loam
8"-72" Sand and Gravel
20"-35" Brown Very Silty Loam
MLSS Required =
35"-101" Sand and Gravel
No Ledge observed
75'
N Ground Water sere
0 observed
No Ledgeobserved
g
No Mottling observed
No Ground Water observed
M
Mottles at 37"
Q
TP-
0
0"-8"Topsail
TP-
8"-20" Brown Sandy Loam
0"-8"Topsoil
20"-38" Grey Silt
8"-40" Brown Sandy Loam
38"-74" Sand and Gravel
35"-101" Sand and Gravel
J
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0
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No Ledge observed
No Ground Water observed
No Ground Water observed
Mottles at 38"
No Mottling observed
�
0 o
TP -6 (existing house)
TPS
0„ -12" Topsoil
0"•-8" Topsoil
12"-39" Brown Sandy Loam w/rock
8"-20" Brown Sandy Loam
39"-74" Grey Till
20"-57" Grey Silt
w/cobbles and boulders .
57"-92" Sand and Gravel
J iG.9�
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No Ledge observed
No Ledge observed
No Ground Water observed
Ground Water at 84"
No Mottling observed
MoAles at 57"
PERC 1
z
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Percolation Rate
= 9.14 min/in
PERC 2 (existing
house)
Percolation Rote
= 10.6 min/in
SEPTIC DESIGN
z
Based on a 4 -Bedroom Residence
MLSS Required =
28 x 2.0 x 1.2 = 67.2'
MLSS Provided =
75'
Effective Leaching
Area Required = 660 SF
Effective Leaching
Provided = 675 SF
3 rows of 75'X4'X1' Trenches (3.0 sf/If)
EROSION AND SEDIMENT CONTROL PLAN
1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM.
2.) • DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
3.) ALL TOPSAIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR
SILT FENCE.
4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES,
5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE
SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
INSPECTION CAN OCCUR.
6.) THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL REOURED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION.
7.) DUST COl`ffROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY VEOrTATNE COVER PLANTING SCHEDU F
MULCHES APPLICATION RATE NOTES SEEDING DATES:
PER 1000 S.F. APRIL 1 - JUNE 15
STRAW/HAY 70-90 lbs. FREE FROM WEEDS AUGUST 1 -SEPTEMBER 15
AND COARSE MATTER
SEED MIXTURE:
WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER 45% RED FESCUE
AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS
12lbs NITROGEN / TON 10% PERENNIAL RYE
LIMITS OF INLAND WETLANDS AS FLAGGED
BY COLEOS S.
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s (FOUND) DELTA - 1757'30"
\ R!• ARC LENGTH - 103.13
RADIUS - 455.98 (FOUND) DELTA = 2. 20'15"
CHORD - N8726'38"W 102.91 I ARC LENGTH - 108.19
RADIUS
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\ _�l N DAVID HAMMOND &
\
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GROUP REVIEWED DATE
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00 N N MADELYN HAMMOND ` ' 4
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FRANK C. DVORAK &
SOPHIE M. DVORAK
VOL. 87 / PG. 620
-> $4 W
<"`' "Y # EROSION AND SEDIMENT CONTROL PLAN (SHEET 2 OF 2)
\ \ \ \ F# e' "�•. 12A CERTIFIED BY THE MONTVILLE PLANNING AND ZONING
NIFCOMMISSION
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CARL E. FREEMAN JR &
PHYLLIS A. FREEEMAN ,rtemss, ,� \ \ 3.56'F#>`•:' \ �°
\ b N SIGNATURE DATE
VOL. 383 / PG. 450 �'�• ifg \ LPIPE \ooh •,sol
132,50 89.96' (F UND3)4,57
� FINAL SUBDIVISION APPROVAL GRANTED BY THE
F �5'444'ZO" E A S 87 55'24" E S 86'25'4 7� , = MONTVILLE PLANNING AND ZONING COMMISSION
`x.,.48'25'
_ N/F \ SIGNATURE DATE
DONALD F. BARNES SR & \
LISA BARNES
J VOL. 96 / PG. 559 PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW
HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN
SIGNATURE DATE
DATE OF COMPLETION OF ALL WORK
SIGNATURE DATE
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LOCATION MAP SCALE 1 "=1000'
MAP REFERENCES
1.) FINAL SUBDIVISION PLAN MADE FOR WILLIAM STAUBLEY OXOBOXO DAM ROAD MONTVILLE.
CONN. SCALE: 1"=100'. DATE: APRIL 28 1981. CHANDLER, PALMER & KING NORWICH,
CONNECTICUT. ADDITIONS: MAR. 10, 1983.
BOUNDARY SURVEY PREPARED A
2. BOU E EO FOR FRANK C. DVORAK &PHIE M. DVORAK WILLIAMS
SO LL S
ROAD & OXOBOXO DAM ROAD MONTVILLE, CONNECTICUT
DATE: APRIL 20, 1981, SCALE 1"=100', J. ROBERT PFANNER PE LS, EAST LYME, CONN.
REVISED OCT. 23, 1980.
mm
1.) THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996.
THE TYPE OF SURVEY PERFORMED IS A PROPERTY/BOUNDARY SURVEY CONFORMING TO THE
STANDARDS OF ACCURACY FOR A HORIZONTAL CLASS A-2 AND A VERTICAL CLASS T-2, AND
IS AN INDEPENDANT RESURVEY OF THE SUBJECT PROPERTY.
BOUNDARY DETERMINATION CATEGORIES ARE AS FOLLOWS:
-THIS IS A RESURVEY OF THE ENTIRE PARCEL.
-PROPOSED SUBDIVISION LOT LINES BASED ON AN ORIGINAL SURVEY
THIS SURVEY WAS PkEPARED TO DEPICT THE BOUNDARY AND EXISTING CONDITIONS OF THE
SUBJECT PROPERTIES.
2.) ELEVATIONS DEPICTED HEREON ARE BASED ON ASSUMED DATUM.
3.) THE SUBJECT PRC°ERTY IS SHOWN ON THE TOWN OF MONTVILLE TAX ASSESSOR MAP
No. 44, AS LOT 6-D (ADDRESS: 350 OXOBOXO DAM ROAD MONTVILLE, CT), LOT 7
(ADDRESS: 376 OXOBUXO DAM ROAD MONTVILLE, CT) & 7-A (ADDRESS: 372 OXOBOXO DAM
ROAD MONTVILLE, CT).
4.) DELINEATED WETLANDS IDENTIFIED ON THE GROUND BY IAN T. COLE, C,P.S.S.
5.) THE SUBJECT PROPERTY IS LOCATED IN ZONE R-120.
6.) UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED
HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE
RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND
FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN
NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF
WHICH ARE UNKNOWN TO CME ASSOCIATES, INC. THE SIZE, LOCATION AND EXISTENCE OF
ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE
AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455.
7.) THIS SITE IS NOT LOCATED IN A COASTAL AREA MANAGEMENT ZONE.
8.) THE SUBJECT PROPERTY DEPICTED HEREON LIES PARTIALLY WITHIN ZONE A (AREAS OF
100 -YEAR FLOOD); REFER TO THE FIRM FLOOD INSURANCE RATE MAP FOR TOWN OF
MONTVILLE, NEW LONDON COUNTY, CONNECTICUT, COMMUNITY PANEL NUMBER
090099-0004-B, EFFECTIVE DATE: JULY 2, 1980,
9.) ANY REQUIRED PUBLIC IMPROVEMENTS MUST BE COMPLETED WITHIN FIVE (5) YEARS OF
APPROVAL DATE.
10.) AN IRON PIN OR DRILL HOLE TO BE SET AT ALL LOT CORNERS. A MONUMENT WILL BE
SET AT ONE FRONT CORNER OF EACH LOT.
11.) THE TOWN OF MONTVILLE ZONING ENFORCEMENT OFFICER MUST BE NOTIFIED 48
HOURS IN ADVANCE CF THE COMMENCEMENT OF CONSTRUCTION OF ANY IMPROVEMENTS
WITHIN THIS RESUBDNISION
12.) A WATER ANALYSIS WILL BE REQUIRED FOR EACH WELL IN ACCORDANCE WITH THE
REQUIREMENTS OF CONNECTICUT PUBLIC HEALTH -CODE.
13.) A 52000. E & S BOND WILL BE REQUIRED PRIOR TO THE START OF CONSTRUCTION,
IFS
N/F NOW OR FORMERLY
FF FIRST FLOOR
ELEV ELEVATION
SF SQUARE FEET
C9 MONUMENT TO BE SET
0 BOUNDARY POINT
— —220— — EXISTING CONTOURS
STONEWALL
— — -- — GRAVEL DRIVE
EXISTING TRAIL
+ - WIRE FENCE
+- WLFJ LIMITS OF INLAND WETLANDS
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TO MY K AND BELIEF, THIS MAP IS SUBSTANTIALLY
CORRE HEREON.
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RIC4ReH. STROUSE, L.S. #9679 DA E
LIMITS OF INLAND WETLANDS AS FLAGGED
BY COLE,
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