HomeMy WebLinkAboutSite PlanLEGEND
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
TESTINGSITETESTING
INV. AT FOUNDATION
285 KITEMAUG ROAD MONTVILLE
WITNESSED AND RECORDED BY MICHAEL J. KIRBY
UNCAS HEALTH DISTRICT
ALSO PRESENT: DONALD GERWICK P.E.
TEST HOLE #1
IN D -BOX 1
0-10" TOPSOIL
10-31 " 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
0-10" TOPSOIL
10-26" LOAMY SUBSOIL
26-96" COARSE SAND & GRAVEL
MOTTLING: NONE
GW: NONE
LEDGE: NONE
ROOTS: 28"
RESTRICTIVE: NONE
av
ME
Vm
OO DH FND
O IP FND
O RB FND
O
SNET
2581
98.5
X 98.5
PERCOLATION TEST DATA
INV. AT FOUNDATION
TESTED BY GERWICK-MEREEN LLC
ENGINEERING ON: 4/11/2013
C -INV.
RUN BY: B. CONIGLIARO
91.03
PROJECT: KITEMAUG
IN D -BOX 1
DEPTH: 29"
88.60
PT: 1
IN D -BOX 2 88.50
TIME MEAS. DROP RATE
H -INV.
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: 4/11/2013
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
VER T. 1 " = 5' HORZ: 1 " = 10'
FHIS DRAWING IS THE PROPERTY OF THE L.L.C. THIS PLAN AND
REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE
qOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OR
SLUE COLORED STAMPED SEAL AND SIGNATURE OF THE LAND
SURVEYOR OR ENGINEER WHO PREPARED THIS PLAN.
FILTER FA IC-
I `
TOPSOPE' MIN. 6"
00000 00000
0 0 0. O O O
000 0 ::.
3„ 00000 12„
000
000000
6 00000•! 00000
O
I 1,-,..-1--48„ 1 OF 1 „I
STONE
H 2 O GALLERY Dljrt:_!]TAlL
2 X 2 5/8 16 GA. 1 1/4" WIRE MESH
4 ii 1 3/4"
I fINLET $ A
3-4"11U LETS
16„
10 3/4" : -8 3/4"
1-x-2"
TYPICAL DISTRIBUTION BOX
DWGTTL:D-BOX
PLAN VIEW
24"DIA. 24"DIA. OUTLET
4" COVER COVER FILTER
DEVICE
4`J
INLET
BAFFLE = j
N 3" WALL5._3" i in
U
4"
CROSS SECTION VIEW
1,000 GALLON SEPTIC TANK
NOT TO SCALE
tx
7
CIP
4940
Yl
i
EXISTING
DRIVEWAY
s
s
O
EXISTING WELL
6"
HIGH LEVEL (H.L.)
OVERFLOW
FOOTING DRAIN OUTLET
TO DAYLIGH,f WITH -
CRITTER COVER
EXISTING
CARRIAGE HOUSE
TO REMAIN /
k
f
93.00
J`
P `
EXISTING p'
PROPOSED HOUSE 93.00
6t GARAGE 93.00 , (TO BE REMOVED;).,
GS=94.00
pp.
193.0
CLEAN OUT I(TYP)
5 €
s
R
S i \ EXISTING
GARAGE TO '
a E S
R TH 3 \ REMAIN EXIST Zn
R / 4
TH 4/
WF
10
WF
9
SILT FENCE
D -BOX 3
12'
X 48''
2" k 48 N 2p c
95
M,
O
SEPTIC SYSTEM INVERTS
108 L, F. 4"
SCH 40 SDR
TH 2
TH 5
CLEAN OUT (TYP)
DBOX 1 ; PT 1
D-BOX 2
5
TH 6
07-
I
1 .
i
i
WF
6
A -MIN. INV. AT FOUNDATION
II
B -INV.
II
I II I
I
jL__-I
91.28
PLAN VIEW
24"DIA. 24"DIA. OUTLET
4" COVER COVER FILTER
DEVICE
4`J
INLET
BAFFLE = j
N 3" WALL5._3" i in
U
4"
CROSS SECTION VIEW
1,000 GALLON SEPTIC TANK
NOT TO SCALE
tx
7
CIP
4940
Yl
i
EXISTING
DRIVEWAY
s
s
O
EXISTING WELL
6"
HIGH LEVEL (H.L.)
OVERFLOW
FOOTING DRAIN OUTLET
TO DAYLIGH,f WITH -
CRITTER COVER
EXISTING
CARRIAGE HOUSE
TO REMAIN /
k
f
93.00
J`
P `
EXISTING p'
PROPOSED HOUSE 93.00
6t GARAGE 93.00 , (TO BE REMOVED;).,
GS=94.00
pp.
193.0
CLEAN OUT I(TYP)
5 €
s
R
S i \ EXISTING
GARAGE TO '
a E S
R TH 3 \ REMAIN EXIST Zn
R / 4
TH 4/
WF
10
WF
9
SILT FENCE
D -BOX 3
12'
X 48''
2" k 48 N 2p c
95
M,
O
SEPTIC SYSTEM INVERTS
108 L, F. 4"
SCH 40 SDR
TH 2
TH 5
CLEAN OUT (TYP)
DBOX 1 ; PT 1
D-BOX 2
5
TH 6
07-
I
1 .
i
i
WF
6
A -MIN. INV. AT FOUNDATION 91.58
B -INV. IN TANK 91.28
C -INV. OUT TANK 91.03
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
H -INV. IN D -BOX 3 88.50
I -INV. OUT D -BOX 3 88.33
J -BOTTOM OF GALLERIES 87.33
GARAGE T9'
MAIN 11
II
PROPOSED • /
HOUSE
TF=94.00 4
a
25'
CD
30 L.F. 4"
SCH 40 SDR
MIN. 1,000 GAL.
SEPTIC TANK
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 Or A RAIIN STORM OR IF THERE
STANDING PUDDLES.
B. THE EARTH SHALL BE SCARIFIED PRIOR TO FILL PLACEMENT.
GRAVEL FILL SHALL MEET DOH SPECIFICATIONS AND BE
PLACED IN ACCORDANCE WITH NOTE 5.
C. NO TRUCKS OR HEAVY MACHINERY SHALL BE ALLOWING IN
THE STRIPPED AREA UNTIL 12" OF GRAVEL FILL IS IN PLACE.
SPECIFICATION NOTES:
1. "SELECT FILL MATERIAL," PLACED WITHIN AND ADJACENT TO
PROPOSED LEACHING AREAS SHALL BE COMPRISED OF CLEAN
SAND AND GRAVEL, FREE FROM ORGANIC MATTER AND FOREIGN
SUBSTANCES. THE FILL MATERIAL SHALL MEET THE FOLLOWING
REQUIREMENTS UNLESS OTHERWISE APPROVED BY A
PROFESSIONAL ENGINEER FOR USE WITHIN THE LEACHING AREA.
A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN
THREE (3) INCHES.
B. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE
SAMPLE MAY BE RETAINED ON THE #4 SIEVE (THIS IS THE
GRAVEL PORTION OF THE SAMPLE).
C. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN
REWEIGHED AND THE SIEVE ANALYSIS STARTED.
D. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING
GRADATION
CRITERIA: PERCENT PASSING
SIEVE SIZE WET SIEVE DRY SIEVE
4 100 100
10 70% - 100% 70% - 100%
40 10% - 50%* 10% - 75%
100 0% - 20% 0% - 5%
200 0% - 5% 0% - 2.5%
PERCENT PASSING OF THE #40 SIEVE CAN BE INCREASED TO T
NO GREATER THAN 75% IF THE PERCENT PASSING THE #100
SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT
EXCEED 5%.
CONCEPTUAL PLAN
PROPERTY OF
TOM & DEBORAH SAVOY
185 KITEMAUG ROAD
UNCASVILLE, CONNECTICUT
SCALE: 1" = 20'
DATE: APRIL 29, 2014 JOB NO. 12-077