HomeMy WebLinkAboutSite PlanNORTH
(I'ER REFERENCE MAP #1)
N/F
JEFFREY P. CROUCH &
JUNE E. DEMLER
VOL.294 PG.603
WL -2
N/F
ARTHUR W. CHAPPELL &
EMILY A. CHAPPELL
VOL. 205 PG. 391
(10' RIGHT OF WAY) 10'
348.34'
N/F
MONTGOMERY P. MERTENS &
KATHRYN A. MERTENS
VOL. 301 PG. 584
a
�¢ EXISTING-
� WOODLINE
N/F
JEAN M. JELLY
I
VOL. 146 PG. 433
IP
R,
34
—f-30
IW
0
0
0
0
0,
00
WL -1
IP
RE+C___
RIGHT OF WAY
GARAGE
SLAB EL -210.0
68,
PROPOSED— ?"TREE
2 BEDROOM TO BE REMOVED)
RESIDENCE _
F.F. EL -22.0 /
BSM'T EL. -13.5
0
EXISTING SHED
(TO BE REMOVED) 1$
WO
OD DECK
FILTER
VOLUME
FABRIC
�I
�.... FOOTING .,� <� _..
y ANGLE 100 UP SLOPE
POST
FOR STABILITY AND
DRAB
SELF CLEANING
COMPACTED
_ - 4
BACKFILL
Q
NOT TO SCALE
LOCATION MAP
1000 500 0 1000
GRAPHIC SCALE IN FEET
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 ADOPTED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE
PROPERTY LINES SHOWN ARE PER REFERENCE MAP #1.
2. FOR SUBJECT PROPERTY REFERENCE IS MADE TO THE TOWN OF MONTVILLE LAND
RECORDS VOLUME 230 - PAGE 691.
3. TOTAL AREA OF PROPERTY - 77,210 SQUARE FEET± (1.77 ACRES±).
4. THE PROPERTY IS SHOWN ON THE TOWN OF MONTVILLE ASSESSORS MAP 84 - LOT 142.
5. TOPOGRAPHIC INFORMATION SHOWN COMPLIES WITH T-2 MAPPING STANDARDS.
BASE FOR LEVELS: N.G.V.D. 1929.
6. A PORTION OF THE PROPERTY IS LOCATED WITHIN THE LIMITS OF THE 100 -YEAR FLOOD
ZONE -AE (ELEVATION 12.0) AS SHOWN ON "FIRM MAP - TOWN OF MONTVILLE,
CONNECTICUT, NEW LONDON COUNTY, PANEL 11 OF 16, CPN NUMBER 090099 0011 C,
MAP REVISED: DECEMBER 5, 1995.
MAP REFERENCES:
1. PLAN OF PROPERTY OF WILLIAM STAUBLEY OFF KITEMAUG ROAD,
MONTVILLE, CONN., SCALE: 1"=40', NOV. 1981, PREPARED BY CHANDLER,
PALMER & KING.
2. PLAN OF SHORE LOTS, HAUGHTON COVE TERRACE, MONTVILLE, CONNECTICUT,
--� SCALE: 50 FT. TO THE INCH, BY
CHANDLER & PALMER, ENGINEERS, AUGUST 1911.
EROSION AND SEDIMENT CONTROL PLAN:
1. GRADING OF THE PROPOSED SITE TO BE LIMITED TO THE
AREAS ADJACENT TO THE PROPSED HOUSE LOCATION AND
TIE-IN TO THE EXISTING SEPTIC SYSTEM.
2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
3. ALL TOPSOIL 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 REQUIRED SEDIMENT CONTROL
MEASURES THROUGHOUT CONSTRUCTION.
7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH
WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY VEGETATIVE COVER:
,,I I ,,'\ -.�- -
VOLUME
MULCHES APPLICATION RATE
NOTES
�.... FOOTING .,� <� _..
- _ _._ _. g
PER 1000 S.F.
DRAB
_ cv 6
T g , ._... OUTLET _.._
`� _ _ /� -
_ - 4
STRAWMAY 70-90 lbs.
FREE FROM WEEDS
- _..
- _ _2
AND COARSE MATTER
TL -3
`TL I}. _._.... T - ._
._ --
WOOD CHIPS 185-275 lbs.
FREE OF COARSE MATTER
�L �'
RECOVERED
AIR DRIED, TREAT WITH
PROPERTY LINE IS 337' -- TL ? --
�,..-
INVERT
12lbs NITROGEN / TON
ALONG EDGE OF COVE
man KNOWLEDGEAND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT
r...
RETAINING
PLANTING SCHEDULE:
,i 0 IS NOT VALID WITHOUT A LIVE SIGNATURE
A FlOA.DESCHAMPS
HAUGHTON COVE
EXISTING
WOOD DOCK
VOL.
VOLUME
PG.
PAGE
N/F
NOW OR FORMERLY
S.F.
SQUARE FEET
IP
IRON PIPE;
IPIN
IRON PIN
pp \ L
REC.
RECOVERED
INV.
INVERT
man KNOWLEDGEAND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT
RET.
RETAINING
,i 0 IS NOT VALID WITHOUT A LIVE SIGNATURE
A FlOA.DESCHAMPS
- - 12 -
EXISTING CONTOURS
LIMITS OF WETLANDS AS FLAGGED BY MARK H. SULLIVAN C.P.S.S.
2ERETH
AND . AL` OF THE SURVEYOR HEREON.
18
EXISTING CONTOURS
1,
fie,
L WL -1
INLAND WETLANDS FLAG
MARK H. SULLIVAN DATE
fCL.S. #70019 bATE
o TL -1
TIDAL WETLANDS FLAG
SEEDING DATES:
APRIL 1------- JUNE 15
AUGUST 1 ------ SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
EXISTING SEPTIC SYSTEM DATA:
EXISTING SEPTIC SYSTEM - 1,000 GAL. SEPTIC TANK AND
(2) 6 FT. DIAMETER BY 6 FT. DEEP DRY WELLS SURROUNDED
BY 2 FEET OF BROKEN STONE.
EFFECTIVE LEACHING AREA - (2) x 10 x 3.14 x 6 = 376.8 S.F.
A 2 BEDROOM HOME REQUIRES 375 S.F. OF LEACHING AREA,