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Bench Mark P.K. Nail
sec in Survey Stake
Elevation = 72.22
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Foundation 1500 Callon
ettlain5Septic Tank
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66.=
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David and Mary MacC1acken
TH15 MAP AND SURVEY
a CONFORMS TO A CLA55 A-2
40'1 SURVEY AND 15 SUBSTANTIALLY i inch = 0 feet
er a 'CORRECT TO THE BE5T Of MY
j
g a
i 4
zykKNOWLEDGEANDBELIEF. -
1, _A '
El
3 '
4 0 20 40 60 80H: :. ' i
A
r
y y ,
V tY suK'4" Graphic Scale
King, Profe55ia 11Ineer and1and Surveyor
h;T VALID WITHOUT 11i4, STAMP SIGNATURE)
120ft to well
djacent property,
David A. King, FTL5
En,-l11ineerinEngineering* Surveying
23 I Old Colchester Road
Quaker hill, CT
Bench Mark P.K. Nail
set in Survey Stake
Elevation = 59.89
O
2_
TP
DRAWN BY: D.A.K.
0
NOTES
I . Th15Map and Survey have been prepared pusuant to the "Kegulations of Connecticut Agencies Section 20-300b- I through
20-300b-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 2G, 199G. This is a first Survey and conforms to a Class A-2 survey.
2. Reference Maps.
Location of Right of Way of The Connecticut Light and Power Company Across Property of Charles P. Gager Town of Montville, County of
New London, Scale I"= 200' May 1947."
Map Showing Land Owned by K*L feed Mill Corporation at Kitemaug Road and Point Breeze Road in Montville, Connecticut, I G June
1975 Scale 1 "=30', Gordon Beckwith, L.S.
3. Prior to construction the house and septic system must be staked by a licensed surveyor.
Test Hole Data (9 Cove Road)
Wtnessed by D Coughlin, Uncas
Health District
TH 9-1
011-10" Topsoil
Proposed 4 Bedroom
Sandy Subsoil
House
fine Light Brown Sand
Fun Fl. =83.50 Proposed Garage
Sand.
24x24'
No Water,
PIn F1.=88,0
72.0
66.=
G5.25
r
LF
Of
OCleS
0
e ir a
0
GS.0
O
David and Mary MacC1acken
TH15 MAP AND SURVEY
a CONFORMS TO A CLA55 A-2
40'1 SURVEY AND 15 SUBSTANTIALLY i inch = 0 feet
er a 'CORRECT TO THE BE5T Of MY
j
g a
i 4
zykKNOWLEDGEANDBELIEF. -
1, _A '
El
3 '
4 0 20 40 60 80H: :. ' i
A
r
y y ,
V tY suK'4" Graphic Scale
King, Profe55ia 11Ineer and1and Surveyor
h;T VALID WITHOUT 11i4, STAMP SIGNATURE)
120ft to well
djacent property,
David A. King, FTL5
En,-l11ineerinEngineering* Surveying
23 I Old Colchester Road
Quaker hill, CT
Bench Mark P.K. Nail
set in Survey Stake
Elevation = 59.89
O
2_
TP
DRAWN BY: D.A.K.
0
NOTES
I . Th15Map and Survey have been prepared pusuant to the "Kegulations of Connecticut Agencies Section 20-300b- I through
20-300b-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 2G, 199G. This is a first Survey and conforms to a Class A-2 survey.
2. Reference Maps.
Location of Right of Way of The Connecticut Light and Power Company Across Property of Charles P. Gager Town of Montville, County of
New London, Scale I"= 200' May 1947."
Map Showing Land Owned by K*L feed Mill Corporation at Kitemaug Road and Point Breeze Road in Montville, Connecticut, I G June
1975 Scale 1 "=30', Gordon Beckwith, L.S.
3. Prior to construction the house and septic system must be staked by a licensed surveyor.
Test Hole Data (9 Cove Road)
Wtnessed by D Coughlin, Uncas
Health District
TH 9-1
011-10" Topsoil
1011-5311 Sandy Subsoil
53"-G311 fine Light Brown Sand
G3"- 92" Compact Grey Stony
Sand.
9.2511
No Water, Mottling, or Ledge
TH 9-2
10:56 18.75i1
011-811 Topsoil
8"-201 Sandy 51,1b5011
201-30" fine Light Brown Sand
30- 80" Grey Coarse Sand.
80-92" Compact Stony Grey Sand
No Water, Mottling, or Ledge
TH 9-3
2711
Off -1011 Topsoil
1011-5311 Sandy Subsoil
53"-G311 fine Light Brown Sand
G3"- 92 Compact Grey Stony
Sand.
4 Bedroom House
No Water, Mottling, or Ledge
TH 9-4
011-911 Topsoil
9"-40" Sandy Subsoil
40"-58" fine Sand
58"- 90 Grey Sand.
No Water, Mottling, or Ledge
Perc Rate equals I " in 5.7 Min
gee Above
H.L.O. EL. _
HIGH LEVEL
OVERFLOW OUTLET
TO NEXT TRENCH)
SET H.L.O. ELEV.
EQUAL TO TOP OF
LEACHING TRENCH
OUTLETS)
TO LEACHING
TRENCHES
INLET
SECTION
rT'CNCRETE DISTRIBUTION Box
f NOT TO SCALE
1. SET BOX LEVEL ON CONCRETE PAD OVER 12" THICK BASE OF COMPACTED
CRUSHED STONE FILL.
2. EXTEND DISTRIBUTION PIPES INSIDE BOX TO ALLOY/ FOR FLOW ADJUSTMENT.
END ELEVATION
PRECAST CONCRETE GALLERY
NOT TO SCALE
DATE: August 15, 2009
DESCRIPTION
REVISIONS
Percolation Data
FT # I PT #2
Time Depth Time Depth
I0:3G 10.2511 10:40 9.2511
10:4G 15.7511 10:50 14.7511
10:56 18.75i1 1 1:00 19.25
1 1:OG 2111 1 1:10 2211
1 1: I G 23.25i1 1 1:20 23.25
1 1:2G 25.251' 11:30 2GF1
11:3G 27" 1 1:40 2711
1 1:4G 29t1 1 1:50 28.7511
Rate 1"/ 5 Min Rate 1"/ 5.7 Min
Design Criteria
4 Bedroom House
No Restrictive Layers
Perc rate Less than 10. 1 Min/in
Septic tank 1 500 Gallons
GG0 5f Required GG2.4 5f Provided.
FILTER FABRIC -
OVERLAP STAKES AT ROLL
ENDS TO PREVENT FLOW-THROUGH i WOOD STAKE
EXCAVATED TRENCH i (to O.C.Max.)
TOE IN FABRIC 8', BACKFILL ti ANKLE STAKES 2'-0' MiN.
AND COMPACT II 10' TOWARD FLOW
I 1W
FLOW I
i 1'-0' MMI.
All III I
SECTION
1 FILTER
NeF
ABRIC FENCE
SCALE
1. INSPECT BARRIER AFTER EACH STORM EVENT AND DAILY DURING PROLONGED RAINFALL
2 REMOVE SEDIMENT WHEN IT REACHES APPROXIMATELY ONE-HALF THE BARRIER HEIGHT.
Inspection Opening
Minimum 17" (optional) Minimum 17"
Diameter Manhole / / Diameter Manhole
Inlet _ 11110-_ 5" min. 18 min. -,
Outlet
Inlet 8.._ I , 6„ 3" min. I O" min. Outlet Filter
Baffle -i- Device
NON -WOVEN FILTER FABRIC (Tr.) s
Liquid Depth: -.Mid Depth
FINISHED GRADE 2/3 Required qConnection
6' ANN. Capacity
OR SCREENED a
STONERSCRE.E1/3 Required
Capacity
Length Not Greater Than
4 Times Width or Depth
Section Through
Typical Septic Tank
Not to Scale
511EET NUMBER
Plan of Development 1F,Inoperty of Kyle Champagne of
9 Cove Road aG3 V"A"Nw;L) \z c- 1
BY Montville, Connecticut