HomeMy WebLinkAboutPlanGROUND SURFACE
APPROVED FILTER FABRIC �
LEACHING GALLERIES
AT 15' o.c.
COMMON BACKFILL
ff
\;,/ ® : '" 12,) H. GALLERY
s� ® ''` �'
T
1" SIZE BROKEN � I
STONE, EACH SIDE ► (-_w_.�.I ; I .._. _I IT
18" MIN. TO MAX WATER
48" MIN. TO LEDGE
41x8'x12"PRECAST CONCRETE
I EACHING GALLERY
NOT TO SCALE
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THESE PLANS ARE THE SOLE
PROPERTY OF J. ROBERT PFANNER
& ASSOCIATES P.C. AND HAVE
BEEN PREPARED SOLELY FOR THIS
OWNER ON THIS SITE. ANY
REPRODUCTION OF THESE PLANS
WITHOUT WRITTEN PERMISSION
FROM J. ROBERT PFANNER &
ASSOCIATES P.C. MAY BE AN
INFRINGEMENT OF THE FEDERAL
COPYRIGHT ACT.
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58.
39
N 83.69'49' E
i
DRAWN BY: Jpr
DATE: 5-16-03
2 8/26/08 HOUSE LAYOUT CHANGED &SYSTEM SHIFTED RDP
1 9/1-5/63 HOUSE REVISED AND GRADING CHANGED RDP
NO. DATE DESCRIPTION BY
REVISIONS
arc �cto- -""
j l
`239,. _ 1 NEW -JUNCTION B
OX
SILT FENCE
EXISTING GRADE -
EXISTING 2-4
PVC UNDERDRAINS -,
I HAVE REVWEWFD THESE PLANS AND HAVE FOUND THE WETLANDS
PLOTTING TO BE ACCURA TE. BASED ON FIELD RECORDS OF
WETLANDS DELINEA TION.
TV C] T f"` A l C"4 T I -r r r- n i m
DONALD J FORTUNATO
CERT/PIED SOIL SCIENTIST No.2278
JeROBERT PFANNER & ASSOCIATES, P.C.
CIVIL ENGINEERS & LAND SURVEYORS
37 GRAND STREET NIANTIC, CONNECTICUT 06357
TEL. 860-739-6216 FAX 860-739-0693
INSTALLATION
SCALE : NONE
°: �. 9442
40
TEST HOLE 1
TP
0" -12" TOPSOIL
DELP TEST HOLE
12"-24" SILTY SANDY SUBSOIL
SANITARY DESIGN NOTES:
V
/
24"-90" COMPACT FINE SILTY SAND
Q
PERCOLATION TEST
G.W. ® 24", NO LEDGE
o
IRON PIN RECOVERED
TEST HOLE 2
MERESTONE RECOVERED
0" -12" TOPSOIL
—.---
EXISTING CONTOUR
12"-28" SANDY SILTY SUBSOIL
- 300
PROPOSED CONTOUR
28"-100" COMPACT FINE SANDY SILT
G.W. @ 28", NO LEDGE
It
BUILDING LINE
W
WAFER LINE
TEST HOLE 3
0" -12" TOPSOIL
U
UTII--ITIES (PHONE,ELEC.,CABLE
TV,ETC.)12"-29" SANDY SILTY SUBSOIL
D
FOHNDATION DRAIN
29"-102" FIRM FINE SANDY SILT
CDL,
UTILITY POLE
G.W. @ 28", NO LEDGE
98x0
EXISTING SPOT ELEV.
TEST HOLE 4
98x0
PROPOSED SPOT ELEV.
0" -10" TOPSOIL
TREE LINE / LIMITS OF CLEARING
10"-28" SANDY SILTY SUBSOIL
28"-91" FIRM FINE SANDY SILT
F.F.F.
FINISH FIRST FLOOR
G.W. ® 28", NO LEDGE
F.B.F.
FINISH BASEMENT FLOOR
F.G.F.
FINISH GARAGE FLOOR
I
152
STARTED.
WETLANDS FLAG
5'1LFENCE
0000
STONE WALL
-•►,
�
KL
x
r
i
- 255
f 62 -
,�..
- 52 AL
sar
359
t s
76
AL AAA
r .
_
AL AL AL
\ ,n
THESE PLANS ARE THE SOLE
PROPERTY OF J. ROBERT PFANNER
& ASSOCIATES P.C. AND HAVE
BEEN PREPARED SOLELY FOR THIS
OWNER ON THIS SITE. ANY
REPRODUCTION OF THESE PLANS
WITHOUT WRITTEN PERMISSION
FROM J. ROBERT PFANNER &
ASSOCIATES P.C. MAY BE AN
INFRINGEMENT OF THE FEDERAL
COPYRIGHT ACT.
r
3r ` 1
AL
OJ '
A& AL � \
58.
39
N 83.69'49' E
i
DRAWN BY: Jpr
DATE: 5-16-03
2 8/26/08 HOUSE LAYOUT CHANGED &SYSTEM SHIFTED RDP
1 9/1-5/63 HOUSE REVISED AND GRADING CHANGED RDP
NO. DATE DESCRIPTION BY
REVISIONS
arc �cto- -""
j l
`239,. _ 1 NEW -JUNCTION B
OX
SILT FENCE
EXISTING GRADE -
EXISTING 2-4
PVC UNDERDRAINS -,
I HAVE REVWEWFD THESE PLANS AND HAVE FOUND THE WETLANDS
PLOTTING TO BE ACCURA TE. BASED ON FIELD RECORDS OF
WETLANDS DELINEA TION.
TV C] T f"` A l C"4 T I -r r r- n i m
DONALD J FORTUNATO
CERT/PIED SOIL SCIENTIST No.2278
JeROBERT PFANNER & ASSOCIATES, P.C.
CIVIL ENGINEERS & LAND SURVEYORS
37 GRAND STREET NIANTIC, CONNECTICUT 06357
TEL. 860-739-6216 FAX 860-739-0693
INSTALLATION
SCALE : NONE
°: �. 9442
40
- 235
t
5'x5'x1'
6" -RIP -RAP
VEW 24'-12" NDP PIPE
NEW -12" FES -
PROPOSED GRADE
12' DRIVEWAY 7
EAST LYME, CONNECTICUT DATED APRIL 15,2003 BY J. ROBERT PFANNER & ASSOC.
2. A3EA OF WETLANDS FILLED = 1527 S.F.
AF'EA OF UPLANDS DISTURBED -r 4166 S.F.
VOLUMN OF FILL IN WETLANDS = 220 C.Y.
20 10 0 10 20 30
PIPE CROSSING
SCALE 1 " = 10'
GRAPHIC SCALE
0 20 40 80 180
( IN FEET )
1 inch = 40 ft.
SOIL AND -EROSION CONTROL
1 • HAY BALES / SILT FENCE ARE TO BE INSTALLED PRIOR 10 CONSTRUCTION.
2• ONLY REMOVE TREES AND VEGETATION NECESSARY FOR CONSTRUCTION.
3. PERMANENT SEEDING SHOULD BE DONE AS SOON AS POSSIBLE AFTER
CONSTRUCTION FINISHES. LIME AND FERTILIZE. RECOMMENDED SEEDING
DATES ARE APRIL 15 TO JUNE & AUG. 15 TO OCT. 1.
4• RECOMMENDED SEED (PER EROSION AND SEDIMENT CONTROL HANDBOOK
KY31 TALL FESCUE 150 lbs. PER ACRE. )
5• HAY BALES AND SILT FENCE TO REMAIN WHERE PLACED UNTIL ALL
DISTURBED AREAS ARE PERMANENTLY STABILIZED.
6• NO ERODED SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE OR WASH
INTO THE DRAINAGE SYSTEM.
7• IF SEEDING CANNOT MEET RECOMMENDED DATES, TEMPORARY MULCH IS
TO BE APPLIED IN ACCORDANCE WITH THE TABLE BELOW.
MULCHES RATES NOTES
PER 1000 FT
STRAW OR HAY 1/2 — 2 TONS 70-90ibs. FREE FROM WEEDS & COURSE
PER ACRE MATTER. MUST BE ANCHORED
SPREAD WITH MULCH BLOWER
OR BY HAND
8• ANY HAY BALES OR SILT FENCE REMOVED DURING CONSTRUCTION SHOULD
BE REPLACFR;EACH NIGHT.
PLOT PLAN 1ct.
BIRCH TERRACE
1'
MONTVILLE CONNECTICUT
PREPARED FOR
THOMAS HINE
PLOT-PLAN2-REV
1
I
SANITARY DESIGN NOTES:
V
/
1.
BASIS OF SANITARY DESIGN = 4 BEDROOM HOUSE WITH 1-10 MIN. IN. PERC. RATE.
/ E
USE: MIN. 1250 GALLON SEPTIC TANK WITH 12" GALLERIES AS SHOWN.
f
TOTAL LEACHING AREA REQUIRED = 660 S.F.
1 r
TOTAL LEACHING AREA PROVIDED: ��
O IC ED. 112 OF 12 GALLEY ®5.9 SF/LF 660.8 S.F.
2.
WATER SUPPLY BY ON SITE WELL,
3.
SOLID PIPING BETWEEN SEPTIC TANK AND TRENCHES TO BE D3034 SDR 35 PVC.
1
4•
REty� OVE ANY UNSUITABLE M ►>
MATERIAL WITHIN SEPTIC SYSTEM AND REPLACE WITH -
SELECT FILL MATERIAL"
�
THE FILL SHALL MEET THE �,
E FOLLO WING REQUIREMENTS UNLESS OTHERWISE APPROVED BY THE DESIGN
I
jF�rrN
PROFESSIONAL ENGINEER FOR USE: WITHIN THE LEACHING AREA:
1 v J
A. THE SELECT FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THEN THREE3
( ) INCH SIEVE.
(� I
20 !'
B. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE R ETAINED ON THE
#4 SIEVE (THIS IS THE GRAVEL!._ PORTION OF THE SAMPLE).
C. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN R W IEAG H
E ED AND THE SIEVE ANALYSIS
1'
STARTED.
D. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITEPI
5'1LFENCE
SIEVE SIZE PERCENT PASSING WET SIEVE PER EN T PASSING DRY SIEVE
-•►,
�
#4 100 100
#10 70% - 100% 70% 100%
4
# 0 10% - 50%* 10q' -
0 75%
�. U
#100 0% — 20% 0% _ 5%
l t � �
#200 0% - 5% 07o - 2.5%
► , s
* TdE PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF TH E PERCENT
!. 1
25'-4" -PVC SCH.40
PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%.
`PRESSURE WATER PIPE
_
,,.1 OR APPROVED EQUAL
5.
SEFTIC TANKS GREATER THAN 12" BELOW FINISH GRADE SHALL HAVE MANHOLES
SLOPE AT 1/4" PER
EX T tNDED TO WITHIN 12" OF FINISH GRADE. SEPTIC TANKS MUST CONFORM TO ASTM C-1227 AND THE
it 1 FOOT
f�3
NEW CONNECTICUT PUBLIC HEALTH CODE REVISED JANUARY 1, 2007.
,; {{
6.
MLSS - (HF)26 x (FF) 2 x (PF) 1.2= 62.4'
1
�
LQ
i
7.
ALL PIPING FROM BUILDING TO SEPTIC TANK SHALL BE PVC SCHEDULE 40, ASTM D 1785 OR ASTM D
q) ,N
2665 WITH RUBBER COMPRESSION GASKET COUPLINGS HARCO MFG., ASTM D 3139 OR SOLVENT W
, WELDED
`ti o
COUPLINGS/ FITTINGS USING PROPER TWO STEP PVC SOLVENT SOLUTION PROCEDURE.
URE.
` � � `-4�.
!
8.
THE INSTALLER SHALL SUBMIT AS -BUILT SCALE DRAWINGS AND OR TIED AS --BUILT TO THE UNCAS
HEALTH DISTRICT UPON 30 DAYS OF COMPLETION WITH DISTANCES TO FLOW LINE AT HOUSE, INLET AND
1250 GAL SEPTIC TANK
F IN =` 283.25
OU7LET COVER OF TANK, D -BOXES, CLEANOUTS, END OF LEACHING ROW S, WELL, FOOTING/CURTAIN
.L.
r F.L. b.UT=283.00 l
DRAINS AND BETWEEN TIE POINTS. IN ADDITION, PROVIDE THE NAME OF INSTALLER, DATE, HOUSE
LOCATION AND STREET/ DIRECTION ARROW.
►� �. '
a
9.
NO GARBAGE GRINDER SHALL BE USED IN THIS HOUSE WITHOUT A CHANGE IN THE SEPTIC TANK SIZE.
3
I
NOTES:
1.
BOUNDARY INFORMATION TAKEN FROM A MAP ENTILTED" LOT LINE R
REVISION PLAN
FROPERTY OF JONATHAN KATZ BIRCH LANE AND MAIVILLE I
DRIVE MONTVILLE AND
- 235
t
5'x5'x1'
6" -RIP -RAP
VEW 24'-12" NDP PIPE
NEW -12" FES -
PROPOSED GRADE
12' DRIVEWAY 7
EAST LYME, CONNECTICUT DATED APRIL 15,2003 BY J. ROBERT PFANNER & ASSOC.
2. A3EA OF WETLANDS FILLED = 1527 S.F.
AF'EA OF UPLANDS DISTURBED -r 4166 S.F.
VOLUMN OF FILL IN WETLANDS = 220 C.Y.
20 10 0 10 20 30
PIPE CROSSING
SCALE 1 " = 10'
GRAPHIC SCALE
0 20 40 80 180
( IN FEET )
1 inch = 40 ft.
SOIL AND -EROSION CONTROL
1 • HAY BALES / SILT FENCE ARE TO BE INSTALLED PRIOR 10 CONSTRUCTION.
2• ONLY REMOVE TREES AND VEGETATION NECESSARY FOR CONSTRUCTION.
3. PERMANENT SEEDING SHOULD BE DONE AS SOON AS POSSIBLE AFTER
CONSTRUCTION FINISHES. LIME AND FERTILIZE. RECOMMENDED SEEDING
DATES ARE APRIL 15 TO JUNE & AUG. 15 TO OCT. 1.
4• RECOMMENDED SEED (PER EROSION AND SEDIMENT CONTROL HANDBOOK
KY31 TALL FESCUE 150 lbs. PER ACRE. )
5• HAY BALES AND SILT FENCE TO REMAIN WHERE PLACED UNTIL ALL
DISTURBED AREAS ARE PERMANENTLY STABILIZED.
6• NO ERODED SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE OR WASH
INTO THE DRAINAGE SYSTEM.
7• IF SEEDING CANNOT MEET RECOMMENDED DATES, TEMPORARY MULCH IS
TO BE APPLIED IN ACCORDANCE WITH THE TABLE BELOW.
MULCHES RATES NOTES
PER 1000 FT
STRAW OR HAY 1/2 — 2 TONS 70-90ibs. FREE FROM WEEDS & COURSE
PER ACRE MATTER. MUST BE ANCHORED
SPREAD WITH MULCH BLOWER
OR BY HAND
8• ANY HAY BALES OR SILT FENCE REMOVED DURING CONSTRUCTION SHOULD
BE REPLACFR;EACH NIGHT.
PLOT PLAN 1ct.
BIRCH TERRACE
1'
MONTVILLE CONNECTICUT
PREPARED FOR
THOMAS HINE
PLOT-PLAN2-REV