HomeMy WebLinkAboutPlans (various)LEGEND
PROPERTY LINE
STREET PROPERTY LINE
BUILDING SETBACK LINE
DRILL HOLE FOUND
IRON PIPE FOUND
REBAR FOUND
REBAR OR DRILL HOLE TO BE SET
UTILITY POLE
EXISTING CONTOUR
PROPOSED SPOT GRADE
EXISTING SPOT GRADE
SILT FENCE
PROPOSED CONTOUR
TEST HOLE
PERC TEST
SITE TESTING
285 KITEMAUG ROAD MONTVILLE
WITNESSED AND RECORDED BY MICHAEL J. KIRBY
UNCAS HEALTH DISTRICT
ALSO PRESENT: DONALD GERWICK P.E.
TEST HOLE #1
E -INVS. OUT D -BOX 1 =
0-10" TOPSOIL
10-311, LOAMY SUBSOIL
31-85" COARSE SAND & GRAVEL
MOTTLING: NONE
GW: NONE
ROOTS: 60"
RESTRICTIVE: NONE
TEST HOLE #2
0: 01
0-12" TOPSOIL
12-27" LOAMY SUBSOIL
27-95" COARSE SAND, SOME GRAVEL
MOTTLING: NONE
GW: NONE
LEDGE: NONE
ROOTS: 38"
RESTRICTIVE: NONE
TEST HOLE#3
PROJECT:
0-10" TOPSOIL
10-26" LOAMY SUBSOIL
26-94" COARSE SAND
MOTTLING: NONE
GW: NONE
LEDGE: NONE
ROOTS: 25"
RESTRICTIVE: NONE
TEST HOLE #4
0:01
0-7" TOPSOIL
7-27" LOAMY SUBSOIL
27-85" COARSE SAND, SOME GRAVEL
MOTTLING: NONE
GW: NONE
LEDGE: NONE
ROOTS: 28"
RESTRICTIVE: NONE
TEST HOLE #5
0:07
0-8" TOPSOIL
8-98" COARSE SAND
MOTTLING: NONE
GW: NONE
LEDGE: NONE
ROOTS: 60"
RESTRICTIVE: NONE
TEST HOLE #6
0-101, TOPSOIL
10-26" LOAMY SUBSOIL
26-96" COARSE SAND & GRAVEL
MOTTLING: NONE
GW: NONE
LEDGE: NONE
ROOTS: 28"
RESTRICTIVE: NONE
95
I
iom
HIM
OO DH FND
O IP FND
O RB FND
O
SNET
2581
98.5
X98,5
PERCOLATION TEST DATA
TESTED BY GERWICK-MEREEN LLC
ENGINEERING ON: 4/11/2013
C -INV. OUT TANK =
RUN BY: B. CONIGLIARO
85 D -INV. IN D -BOX 1 =
PROJECT: KITEMAUG
E -INVS. OUT D -BOX 1 =
DEPTH: 29"
88.50
PT: 1
88.33
80 H -INV. IN D -BOX 3 =
TIME MEAS. DROP RATE
J -BOTTOM OF GALLERIES =
in) (in) min/in)
0:00 18 3/4 -
0: 01 23 1/4 4 1/2 0.22
0:02 25 1/2 2 1/4 0.44
0:03 DRY
PERCOLATION TEST DATA
TESTED BY GERWICK-MEREEN LLC
ENGINEERING ON: 4/l/2013
RUN BY: B. CONIGLIARO
PROJECT: KITEMAUG
DEPTH: 26"
PT: 2
TIME MEAS. DROP RATE
in) (in) min/in)
0:00 15 -
0:01 18 1/4 3 1/4 0.31
0:02 19 3/4 1 1/2 0.67
0:03 21 1/4 1 1/2 0.67
0:04 22 3/4 1 1/2 0.67
0:05 24 1 1/4 0.80
0:06 25 1 1.00
0:07 25 1/2 1/2 2.00
0:08 26 1/2 2.00
0:09 DRY
PROFILE A- A
EXISTING AND PROPOSED GRADE
VERT: I's = 5' HORZ: I's = 10'
THIS DRAWING IS THE PROPERTY OF THE L.L.C. THIS PLAN AND
REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE
NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OR
BLUE COLORED STAMPED SEAL AND SIGNATURE OF THE LAND
SURVEYOR OR ENGINEER WHO PREPARED THIS PLAN.
FILTER FA IC -Q u
TOPSO- MIN. 6"
00000 Oo0o0
0p0p0'• 0p0p0
Op ;;. 3„ ppppp 12
Opo ® c) 600000E '00000
O
I-0 1,-,..1 48„ 1' OF 1 „I
STONE
II 2 0 GALLS RYli'TAI I_..,
2 X 2 5/8 16 GA. 1 1/4" WIRE MESH i rr 1
1 3/4"
4 " •'
INLET 3-4"11U LETS
16"
10 3/4" 8 3/4"
1-2#
TYPICAL DISTRIBUTION BOA;
DWGTTL:D-BOX
4"
INLET
BAFFLE
N ~
in
CID
4940
I /
e
v 12
z E TH
3TH4
WF
10
WF
9
SILT FENCE
PT 2
12' N48
X 48..
95
WF
6
90 SEPTIC SYSTEM INVERTS
A -MIN. INV. AT FOUNDATION = 91.58
B -INV. IN TANK = 91.28
C -INV. OUT TANK = 91.03
85 D -INV. IN D -BOX 1 = 88.77
E -INVS. OUT D -BOX 1 = 88.60
F -INV. IN D -BOX 2 = 88.50
G -INV. OUT D -BOX 2 = 88.33
80 H -INV. IN D -BOX 3 = 88.50
I -INV. OUT D -BOX 3 = 88.33
J -BOTTOM OF GALLERIES = 87.33
108 L,F. 4"
SCH 40 SDRW
TH 2
D -BOX 3
TH 5
G CLEAN OUT (TYP)
DBOX 1 PT 1
N"'
D-BOX 2
TH 6
I
0 -G
II
II
I II I
I
LF I -----J___I
PLAN VIEW
24"DIA. 24"DIA. OUTLET
r7;6COVER COVER FILTER
DEVICE
f .
4`-'
a i
3" WALL 5'-3"
T
1
f • is 1v .
CROSS SECTION VIEW
1.000 GALLON SEPTIC TANK
NOT TO SCALE
HIGH LEVEL (H.L.)
OVERFLOW
FOOTING DRAIN OUTLET
TO DAYLIGHT WITH
CRITTER COYER
EXISTING
CARRIAGE HOUSE
TO REMAIN /
93.00
92
P
s , EXISTING
PROPOSED
Q'
HOUSE , 93.00
GARAGE 93.00 `(TO BE REMOVED),,
EXISTING
DRIVEWAY / \, , NtK
GS=94.00e
PROPOSED /
p HOUSE
TF=94.00 p
93.0 °
CLEAN OUT (TYP)
g
1
t EXISTING WELL
1
25'
s
EXISTING\ '' ` 30 L.F. 4" GARAGE TO Z%' REMAIN EXIST G /
SCH 40 SDR
GARAGE / MIN. 1,000 GAL.
MAIN / SEPTIC TANK /
e 24 L.F. 4"
SCH 40 SDR
SILT FENCE
SANITARY DESIGN NOTES:
1. CONTOURS AND TEST HOLES FROM FIELD SURVEY BY
GERWICK MEREEN
2. PROPOSED HOUSE IS A THREE BEDROOM HOUSE. BASIS OF
DESIGN IS FOR THREE BEDROOMS WITH NO GARBAGE GRINDER
AND NO TUBS OF 100-200 GALLONS WITH A PERC RATE OF
LESS THAN 1.0 MIN./IN. SYSTEM AREA REQUIRED IS 495 S.F.
AND IS SUPPLIED AS FOLLOWS:
NO RESTRICTIVE LAYERS PER TESTING.
MLSS IS NOT APPLICABLE.
SYSTEM LAYOUT AS FOLLOWS:
2 ROWS OF 48 L.F. OF 12" X 48" H2O GALLERIES WITH A
DISTRIBUTION BOX AND 1 FOOT OF 1" STONE ON EACH END FOR
A TOTAL OF
50 L.F. AT 5.9 S.F. PER L.F. = 590 S.F.
TOTAL LEACHING AREA = 590 S.F.
A 100% RESERVE SYSTEM HAS BEEN SUPPLIED
3. THERE ARE NO WELLS WITHIN 75' OF THIS SYSTEM.
4. A CONDITION OF THIS DESIGN IS THAT THE SUBSURFACE SEWAGE
DISPOSAL SYSTEM (SSDS) SHALL BE FIELD STAKED BY A LICENSED
SURVEYOR PRIOR TO CONSTRUCTION.
5. SITE INVESTIGATION AND SUBSEQUENT FOUNDATION ELEVATIONS
ARE FOR THE SOLE PURPOSE OF SANITARY SEPTIC DESIGN. ANY
FOOTING DRAINS OR SUMP OUTLETS DEPICTED ARE FOR THE SOLE
PURPOSE OF ENSURING THAT NO CONFLICT EXISTS BETWEEN SUCH
DRAINS AND THE SSDS. IT SHALL BE THE SOLE RESPONSIBILITY
OF THE OWNER AND HIS OR HER CONTRACTOR TO DETERMINE THE
ADEQUACY OF ANY SUCH ELEVATIONS AND DRAINS INTENDED
TO PROTECT THE BASEMENT FROM WATER INCURSION AND/OR
SEEPAGE.
INSTALLER NOTES:
1. THE LICENSED INSTALLER IS RESPONSIBLE FOR INSTALLING THE
SUBSURFACE SEWAGE DISPOSAL SYSTEM (SSDS) IN ACCORDANCE
WITH THE APPROVED PLANS. IN ADDITION, PER HEALTH CODE
REQUIREMENTS THE LICENSED INSTALLER SHALL BE ON-SITE
DURING CONSTRUCTION OF THE SYSTEM.
2. ALL TOPSOIL, STUMPS, AND BOULDERS MUST BE REMOVED FROM
THE AREA OF THE SSDS. SILT FENCE SHALL BE INSTALLED PRIOR
TO ANY SSDS, DRIVEWAY, HOUSE CONSTRUCTION, OR STUMP
REMOVAL.
3. TOWN SANITARIAN OR HEALTH DEPARTMENT MUST BE NOTIFIED
BEFORE ANY PORTION OF THE SSDS IS CONSTRUCTED AND PRIOR
TO BACKFILL OF ANY PORTIONS.
4. THE INSTALLER SHALL BE RESPONSIBLE FOR AND ADEQUATELY
COMPACT ANY FILL THAT IS REQUIRED OR USED FOR OR IN
CONJUNCTION WITH THE SSDS. SAID FILL SHALL BE PLACED IN
6"-8" LIFTS AND SHALL BE MECHANICALLY COMPACTED.
5. THERE SHALL BE NO CUTS WITHIN 50' OF THE DOWNHILL SIDE OF
THE SYSTEM OR WITHIN 25' OF THE SIDES OF THE SYSTEM. THERE
SHALL BE NO STUMPS OR BOULDERS BURIED WITHIN 50' OF THE
DOWNHILL SIDE OF THE SYSTEM. THERE SHALL BE NO FOOTING
DRAINS OR STONE PLACED AROUND OR UNDER ANY PROPOSED
STRUCTURE WITHIN 50' (DOWN GRADIENT) OF THE SSDS.
6. SHOULD ANY SIGNIFICANT VARIATIONS FROM TEST HOLE DATA
SHOWN (LEDGE, WATER, MOTTLING, SOIL TYPE) BE DISCOVERED BY
THE CONTRACTOR, THE ENGINEER SHALL BE NOTIFIED PRIOR TO
CONSTRUCTION OF THE SSDS.
7. IN GENERAL, ALL CONSTRUCTION PRACTICES, AS PER THE STATE
OF CONNECTICUT DEPARTMENT OF HEALTH SERVICES GUIDELINES,
SHALL BE ADHERED TO. THE FOLLOWING OUTLINES SOME OF THE
MAJOR PROCEDURES, BUT DO NOT RELIEVE THE CONTRACTOR
FROM FULL COMPLIANCE DUE TO THEIR LACK OF MENTION BELOW:
A. ALL TOPSOIL, STUMPS, AND BOULDERS SHALL BE REMOVED
FROM THE AREA OF THE SYSTEM AND SYSTEM FILL. NO
MACHINERY OR VEHICLES SHALL BE ALLOWED ON THE
EXPOSED NATIVE SOIL. STRIPPING SHOULD NOT TAKE PLACE
WITHIN 48 HOURS OF A RAIN STORM OR IF THERE -r.;
RELAY AND CONTROL
ENCLOSURE
0 io 20
SCALE: 1" = 20'0"
i /
N
PROPERTY LINE
ell
RELAY AND RIGHT OF
CONTROL WAY
ENCLOSURE
FENCE
N,
LOCATION PLAN
SCALE 10-100'
0 10 20
11
1 1 1
SCALE: I" = 20'0"
1992 ADDITIONS
SECTION A -A
5—D ----
GENERATED
DWG
MAKE NO
MANUAL
CHANGES
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GENERA!_ ARRANGEMENT -PLAN & SECTIONS -CSC
SURVEY my: DATE: SCAL;E> I' a 40'
BASE PLAN BY; R.L.V, DATEl 0/7/91 DWG. Na.,c K 1747
DESIGN BY; DATE: SHEET I or
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