HomeMy WebLinkAboutSite PlanLOT DEVELOPMENT NOTES: EROSION AND SEDIMENT CONTROL PLAN: TEST HOLE DATA
1. IMPROVEMENTS DEPICTED ON THIS PIAN ARE CONCEPTUAL ONLY AND ARE INTENDED 1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE WITNESSED BY MICHAEL KIRBY
TO DEMONSTRATE LOT DEVELOPMENT FEASIBILITY. INDIVIDUAL SITE DEVELOPMENT TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE UNCAS HEALTH DISTRICT - 6/6/18
PLANS WILL BE REQUIRED TO OBTAIN PERMITS FOR CONSTRUCTION. DRIVEWAY AND SEPTIC SYSTEM.
ANY DEVEATION OF THE PROPOSED Da— ROVEMENTS SHOWN MAY REQUIRE APPROVALS 2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
FROM THE TOWN OF MONTVILLE INLAND WETLANDS & WATERCOURSES COMMISSION. 3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED TH#3A - 0"-86" SAND & GRAVEL TH#3C . - 0"-95" SAND & GRAVEL
WITH HAYBALES OR SILT FENCE, NO WATER NO WATER
2. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED 4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. NO LEDGE NO LEDGE
IN THE DEVELOPMENT OF THIS PLAN. 5. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE
TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT NO MOTTLING NO MOTTLING
p 3. ALL PROPOSED UTILITY CONNECTIONS SHALL BE COORDINATED WITH THE ! — CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION TH#3B - 0"-82" SAND & GRAVEL TH#3D - 0"-34" LARGE STONES & ROCKS
Z
CAN OCCUR NO WATER SE SIDE OF HOLE GOVERNING UTILITY AUTHORITY. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION
4. ALL DRIVEWAYS SHALL HAVE A PAVER APRON INSTALLED TO THE STREETLINE. 31 _ \ �� AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL NO LEDGE NO MOTTLING -34 -108„ SAND &GRAVEL
DRIVEWAYS GRADED OVER 10% SHALT, BE PAVED. MEASURES THROUGHOUT CONSTRUCTION. NO WATER
CUP CU7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH NO LEDGE
#3298\ WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. NO MOTTLING
CB TEMPORARY VEGETATIVE COVER:
CB \ \ / TEST HOLE DATA FROM REFERENCE MAP #1
\ / MULCHES APPLICATION RATE NOTES JUNE 23,1983
PER 1000 S.F.
STRAW/HAY 70-901bs. FREE FROM WEEDS TH#3 - 0"-9” TOPSOIL
AND COARSE MATTER - UBSOIL
20"-60 SME SANDY HARDPAN
N. \ \ — — WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER NO WATER
AIR DRIED, TREAT WITH
NO MOTTLING
PLANTING SCHEDULE: 121bs NITROGEN / TON LEDGE @60"
OCB / / \ \ SEEDING DATES: PERC RATE -.1" IN 10 MIN.
/ \ \ \ APRIL 1------ JUNE 15
\ \ AUGUST 1---- SEPTEMBER 15
SEED MIXTURE:
f . \ ► \ \
45% RED FESCUE
CB
45% KENTUCKY BLUE GRASS
PERC TEST DATA
WL\#30 \ \ \ 10% PERENNIAL RYE
.
\ \ \ PERFORMED BY ADVANCED SURVEYS, LLC - 6/7/18
WL#
i.
1 80 \ \ — \ \
:.....::'::>;: _, \ \ PERC #3
\ \ \ \
DEPTH - 36 „
............ .
;..,.
\
\ \ \ \ \ \ \ PRESOAK - 10:20 - DRY AT11:00
11:30-811 12:00-3411
11:35 -15 "
12:05 - 351/4
/ 11:40-2111 12:10 - 36 DRY
/— 11:45 - 251/2
11:50 - 29 1/4"
..:..:.;.., \ \ \ 11:55 - 32"
PERC RATE - 3 MINUTES PER INCH
-EXISTING-LflT-5_QB \ \ \
/ / / / / ► / _ \ \ \ \ _- MLSS DATA
y 17i \
PROPOSED LOT 50B-02
\
r \ \ EXISTING LOT #5013
\ \ \ MLSS NEED NOT BE CONSIDERED 3 BEDROOM RESIDENCE
298// 4 BEDROOM HOUSE REQUIRES 577.5 S.F. SLOPE 5%
/ 19 — ' .`'i << PERC RATE -1" IN 10 MINUTES
► r \ \ \ \ \ \ \ \ OF EFFECTIVE LEACHING AREA
/- USE 58 FEET OF GEOMATRIX-GST 6212 (12 DEPTH) RESTRICTIVE - 60
(58 X 10.0 = 580 SX.) (IF) 20 X (IT)1.5 X (PF)1.0 = 30
250 GAL. COMPARTMENT SEPTIC TANK MLSS
USE 1, REQUIRED - 30
LIMITS OF �'\ / "ter .:: 1 / _ \ ) \ \ \ \ \ \ \ MLSS PROVIDED 50
:::>._:;;:::. I \ \ \ \ \ \ W/OUTLET FILTER DEVICE
50' WETLANDS %
/ \ 3 BEDROOM HOUSE REQUIRES 495 S.F.
-LIMITS OF REVIEW AREA /L#10 \ -I\ \
OF EFFECTIVE LEACHING AREA
„
USE 50 FEET OF GEOMATRIX-GST 6212 12 DEPTH)
CUP / / / / / \\ — / \ �. \ r \ \ \ \ \ \ \ \ \ \ \ \ 1 \ (50 X 10.0 = 500 S.F.) .
/ / / / / / / — \ _-280' �L/MITS OF, ::::;;: _.;. \ \ \ \ \ \
#17 / / — — \ \ \ \ \ USE 1,000 GAL. 2 COMPARTMENT SEPTIC TANK
/ r \ \ \ \ \
WETLANDS
W/OUTLET FILTER DEVICE
11" urn
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/
288----
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&P ROPOSEI) \\\ ! '�� _ INSTALL & MAINTAIN A CONTINU uo �— - ✓ ' \ \ ` i `1 \ \
\ / WELL -------------- FOOTING LINE OF SILT FENCE (SEE DETAIL) r / /j / \ / \ \\ I — CRAIG C. HOLMES
\ \ / VOL. 618 PG. 123
DRAIN (MAP 38 - LOT 40B
OUTLET )
PROPOSED 2-76--
DRIVEWAY,
/16 1
PRaPOSEB��50' ' / /
\ UTILITIES
\ \ \ & POLE
280,
zg �! /f SION LANE 2 0
CB CB
2 SAT&T ��� �SNET 1 $� ' // / / - 1-1 216 \
#186 #184 2� SNET — —
CLEAR ALL VEGETATION & STONEWALLS PAVED DRIVEWAY APRON PROVIDE NON -TRACKING #182 O SNET
TO NEW STREETLINE ALONG SIMPSON LANE TO STREETLDM CONSTRUCTION ENTRANCE #181
AS NEEDED TO ACHIEVE 280' SIGHT DISTANCES (TVP) (SEE DETAIL)
APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION
CHAIRMAN OR SECRETARY DATE
APPROVED BY THE UNCAS HEALTH DISTRICT
SIGNATURE DATE
- DATE OF COMPLETION OF ALL WORK
SIGNATURE
DATE
PASSIVE SOLAR ENERGY TECHNIQUE'S AS PRESCRIBED BY LAW HAVE BEEN
CONSIDERED IN DEVELOPMENT OF THIS PLAN.
LEGEND:
_
CHAIRMAN OR SECRETARY
VOL.
VOLUME
PG.
PAGE
PROTECT NO. 20-028
RE
N/F
NOW OR FORMERLY
S.F.
SQUARE FEET
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DRAWN BY: R.A.D.
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EXISTING CONTOUR
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PROPOSED CONTOUR
COMPACTED
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CONCEPTUAL DEVEL
BACKFILL
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TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT
PROPOSED SILT FENCE BARRIER
AS NOTED HEREON. THIS MAP IS NOT VALID WITHOUT A LIVE SIGNATURE
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PROPOSED FOOTING DRAIN
CONSTRUCTION ENTRANCE
SILT FENCE
AND THE EMBOSSED SEAL OF THE SURVEYOR HEREON.
ADVANCED S
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IRON PIN OR DRILL HOLE TO BE SET
NOT TO SCALE
NOT TO SCALE
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MONUMENMT TO BE SET
RICHARD SCHAMPS L.S. #70019 DATE
40 20 0
40
IPhone
25 Apple Lane, Col
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GRAPHIC SCALE IN FEET