HomeMy WebLinkAboutSite PlanN/F
EST. OF JOHN JANKOWSKI
VOL. 509 PG. 493
1N P 9 - LOT 18)
CL&Po-- -,
9986
N/F
RONALD G. STOTTS &
SUSAN W. STOTTS
MAP 9 - LOT 16)
T .FrTFrNm-
VOL. VOLUME
PG. PAGE
N/F NOW OR FORNH.LY
S.F. SQUARE FEET
MON MONUMENT
IPIN IRON PIN
DH DRILL HOLE
REC. RECOVERED
TBS) TO BE SET
CB CATCH BASIN
HW HEADWALL
CL&P CONNECTICUTII.]IGHT & POWER
160 — — EXISTING CONIMURS
160 PROPOSED COWURS
A WL#5 INLAND WETLANDS FLAG
N/F
TERRENCE D. MURDOCK &
CHERYL G. MURDOCK.
MAP 9 - LOT 15)
N/F
INGRID J. JORGENSEN &
AARON JORGENSEN
VOL. 317 PG. 057
MAP 9 - LOT 20)
CONSTRUCTION EN'I'tZA.NUE
SEE DETAIL)
N/F
CATHERINE P. AVERY
MAP 9 - LOT 14)
LIMITS OF INLAND WETLANDS AS FLAGGED
BY MARK H. SULL AN C.P.S.S.
SIGNATURE DATE
1\L:1riV Y L` i71\VJil t-i L . i vi.a, .. csu.v
IN THIS AREA FOR SITE LINE
N/F
I
ANTHONY F. VACCARELLA &
EVA M. VACCARELLA
MAP 9 -LOT 13)
O
qof'l
V f1 b
4,4
Y !
as
PROVIDE A NON -TRACKING
CONSTRUCTION ENTRANCE
SEE DETAIL)
N/F
BERT L. DAVIS &
DAWN M. DAVIS
MAP 9 - LOT 12)
BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT
MAfP-S NOT VALID WITHOUT A LIFE SIGNATURE
L OF THE SURVEYOR HEREON. I
A. DESCHAMPS L.S. #70019 DATE
DATE OF COMPLETION OF ALL WORK
SIGNATURE DATE
APPROVED BY THE UNCAS HEALTH DISTRICT
SIGNATURE DATE
APPROVED BY THE MONTVILLE PLANNING & ZONING COMMISSION.
SIGNATURE DATE
APPROVED BY THE INLAND WETLANDS & WATRCOURSES COMMISSION.
SIGNATURE DATE
TEST HOLE DATA
PER UNCAS HEALTH DEPT.
10/11/07
TH#lA - 0"-13" TOPSOIL
13"-58" BROWN SANDY LOAM
58"-96" SAND & GRAVEL
NO WATER, MOTTLING @24", NO LEDGE
TH# 1B - 0"-9" TOPSOIL
9"-39" BROWN SANDY LOAM
39"-90" SAND & GRAVEL
WATER@8811, MOTTLING @31 ", NO LEDGE
TH#1C - 0"-10" TOPSOIL
10"-36" BROWN SANDY LOAM
36"-92" SAND & GRAVEL
WATER@8011, MOTTLING @30", NO LEDGE
TH#1D - 0"-8" TOPSOIL
8"-36" BROWN SANDY LOAM
36"-91" SAND & GRAVEL
WATER@7711, MOTTLING @26", NO LEDGE
PERC 1
TH#2A - 0"-10" TOPSOIL
10"-36" BROWN SANDY LOAM
36"-90" SAND & GRAVEL
WATER@87", MOTTLING @26", NO LEDGE
TH#2B - 0"-8" TOPSOIL
8"-39" BROWN SANDY LOAM
39"-94" SAND & GRAVEL
WATER@9011, MOTTLING @21 ", NO LEDGE
TH#2C - 0"-5" TOPSOIL
V-31" BROWN SANDY LOAM
31"-90" SAND & GRAVEL
WATER@8 IIt, MOTTLING 7a 19", NO LEDGE
TH#2D - 0"-9" TOPSOIL
9"-30" BROWN SANDY LOAM
30"-87" SAND & GRAVEL
WATER@80", MOTTLING @27", NO LEDGE
PERC TEST DATA
WITNESSED BY ADVANCED SURVEYS
10/12/07
DEPTH - 20"
PRESOAK - 8:15 - DRY AT 9:10
9:15 - 71/4" 9:40 -181/2"
9:20-101/2" 9:45-191/4"
9:25 -13" 9:50 - 20" DRY
9:30 -151/4"
9:35 -17"
PERC RATE - 6 MINUTES PER INCH
PERC IA
DEPTH - 22"
PRESOAK - 8:15 - DRY AT 9:00
9:20-2" 9:50-19"
9:25 - 6" 9:55 - 201/2"
9:30-9114" 10:00-211/4"
9:35 -12 1/2" 10:05 - 22" DRY
9:40 -15"
9:45 -171/4"
PERC RATE - 6.7 MINUTES PER INCH
ruff ee neTA
LOT 19
3 BEDROOM HOUSE
SLOPE - 5.2%
PERC RATE - 6 MINANCH
RESTRICTIVE LAYER - 24"
M.L.S.S. REQUIRED - 34 x 1.5 x 1.2 = 61.2'
M.L.S.S. PROVIDED - 88'
3 BEDROOM HOUSE REQUIRES 495 S.F.
OF EFFECTIVE LEACHING AREA
USE (9) - 8' LONG 12" DEEP CONCRETE GALLERIES
88 x 5.7 = 501.6 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTICTANK
W/ OUTLET FILTER DEVICE
NOTE: SAME SYSTEM FORRESERVE AREA
FERC 2
DEPTH -16"
PRESOAK - 9:15 - DRY AT 10:05
10:20 - 3" 10:45 -141/2"
10:25 - 8" 10:50-151/4"
10:30-I1" 10:55-16"DRY
10:35 -12 3/4"
10:40 -13 3/4"
PERC RATE - 8 MINUTES PER INCH
FERC 2A
DEPTH -15"
PRESOAK - 9:20 -DRY AT 10:10
10:25 - 4" 10:50 -13 314"
10:30 - 71/2" 10:55 -141/4"
10:35 -101/4" 11:00 -14 3/4" DRY
10:40 - I21/4"
10:45 - l3"
PERC RATE - 8.5 MINUTES PER INCH
LOT 19B
3 BEDROOM HOUSE
SLOPE - 5.8%
PERC RATE - 8 MINANCH
RESTRICTIVE LAYER - 21"
M.L.S.S. REQUIRED - 42 x 1.5 x 1.2 = 75.6
M.L.S.S. PROVIDED - 88'
3 BEDROOM HOUSE REQUIRES 495 S.F.
OF EFFECTIVE LEACHING AREA
USE (9) - 8' LONG 12" DEEP CONCRETE GALLERIES
88 x 5.7 = 501.6 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
NOTE: SAME SYSTEM FOR RESERVE AREA
NOTES:
1. THE PROPOSED IMPROVEMENTS SHOWN ARE FOR CONCEPTUAL PURPOSES ONLY TO
SHOW BUILDING COMPLIANCE WITH THE ZONING REGULATIONS. ANY DEVIATION
FROM THE LOCATIONS SHOWN MAY REQUIRE FUTURE APPROVALS FROM THE PLANNING
DEPARTMENT AS WELL AS THE INLANDWETLANDS & WATERCOURSES COMMISSION.
2. THE EXISTING WELL ON THE LOT IS TO BE ABANDONED IN ACCORDANCE WITH THE
CONNECTICUT PUBLIC HEALTH CODE BY A LICENSED WELL DRILLER.
3. ENGINEERED SEPTIC SYSTEM DESIGN PLANS FOR BOTH LOTS WILL BE REQUIRED AT
THE TIME OF LOT DEVELOPMENT.
4. THERE ARE NO IMPROVEMENTS OR GRADING PROPOSED WITHIN THE 50' WETLANDS
REVIEW AREA.
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