HomeMy WebLinkAboutSite PlanJp-
�p
14
Vol',
TH#2 INSTALL & MAINTAIN
A CONTINUOUS LINE OF
SILT FENCE (SEE DETAIL)
11#22
PROPOSED PTS
LIMITS OF 0
CLEARING
PTS 8
57LF OF EOMATRIX GST -6218
EXIST, Ci GRADE @ SYSTEM - 402.0
BOTT OF SYSTEM7 399.30
T OP SYSTEM - 401,00
(N OP
INV. TOP DISTRrBOTION PIPE - 401.00
1,250 (2CONIP.)
SEPTIC TANK `\T\11*23
INV. IN -401,75
INV. OUT -401.50
(SEE ]DETAIL)
D- x
8LF 4 PVC INV, IN -401.20
(SDR'T35) INV. OUT -401.10
LEGEND:
FT.
-FIRST FLOOR
EL:
ELEVATION
S.F.
SQUARE FEET
TYR
TYPICAL
x410.5
EXISTING SPOT ELEVATION
x410.5
PROPOSED SPOT ELEVATION
410
EXISTING CONTOURS
410 —1--
PROPOSED CONTOURS
(ASTM[ 01785)
BUILDING SETBACK LINE
ROOTS TO 7311
TEST HOLE
Jp-
�p
14
Vol',
TH#2 INSTALL & MAINTAIN
A CONTINUOUS LINE OF
SILT FENCE (SEE DETAIL)
11#22
PROPOSED PTS
LIMITS OF 0
CLEARING
PTS 8
57LF OF EOMATRIX GST -6218
EXIST, Ci GRADE @ SYSTEM - 402.0
BOTT OF SYSTEM7 399.30
T OP SYSTEM - 401,00
(N OP
INV. TOP DISTRrBOTION PIPE - 401.00
1,250 (2CONIP.)
SEPTIC TANK `\T\11*23
INV. IN -401,75
INV. OUT -401.50
(SEE ]DETAIL)
D- x
8LF 4 PVC INV, IN -401.20
(SDR'T35) INV. OUT -401.10
FILTER
FABRIC
POST --
LUMP ACTED
�
BA-CKFILL
PER,C TEST -DATA.
PER SUBDIVISION PLAN
PER.0 48
DEPTH - 3011
PRESOAK @18:1.0
10:14 , 5,1/2"
10:19. 71/2"
10:24- 8 3,14"
10:29 - 9 3/4"
10:34 - 10 3/4"
10:39- 111/2"
10:44- 12 1/4"
10:49-123/4"'
10,454.- 13 1/4tf
10:59 - 13 1/2"
11:04 - 14"
11:09 - 141/2("
11:14. 14.3/4"
FERC RATE - 13.3 MINUTES PER INCH
ANGLE 10- UP SLOPE
FOR STABILITY AND
SELF CLE.ANING
74 1j,
e—t
SILTFENCE
NOT TO SCALE
N/F
G.C. OF JEWETT CITY, LLC
PROPOSED
WELL
A
k
DH IN S 65031126" N111
BLD'R
PROVIDE; ANTI -TRACKING PAID
(PER SUBDIVISION IAN)
CL&P
#6864
2X2 5113 16 GA. WIRE MESH
2
TH #24 0%10" DARK BROWN TOPSOIL
11.21"
10"-30" REDDISH BROWN MEDIUM SANDY LOATVT
cn
30"404' TAN SILTY SAND & GRAVEL W/COBBI - ES
NO LEDGE, NO REDOX, NO GROUNDWATER.
NO LEDGE, NO REDOX, NO GROUNDWATER
ROOTS TO 6411
`,-,,44LF-4"PVC'
TH #23 0%8" DARK BROWN TOPSOIL
TH #24R 0%8" DARK BROWN TOPSOIL
8"-26" REDDISH BROWN MEDIUM SANDY LOAM
N
frl
DECK
NO LEDGE, NO REDOX, NO GROUNDWATER
(ASTM[ 01785)
ROOTS TO 70tt
ROOTS TO 7311
0
INV.
4
04
407.Ox
PROPOSED
4 BEDROOM
I RESIDENCE
(RAISED RANCH)
F,F,413.0
BSMT-404.0
FOOTING
DRAIN
OUTLET
15t
FILTER
FABRIC
POST --
LUMP ACTED
�
BA-CKFILL
PER,C TEST -DATA.
PER SUBDIVISION PLAN
PER.0 48
DEPTH - 3011
PRESOAK @18:1.0
10:14 , 5,1/2"
10:19. 71/2"
10:24- 8 3,14"
10:29 - 9 3/4"
10:34 - 10 3/4"
10:39- 111/2"
10:44- 12 1/4"
10:49-123/4"'
10,454.- 13 1/4tf
10:59 - 13 1/2"
11:04 - 14"
11:09 - 141/2("
11:14. 14.3/4"
FERC RATE - 13.3 MINUTES PER INCH
ANGLE 10- UP SLOPE
FOR STABILITY AND
SELF CLE.ANING
74 1j,
e—t
SILTFENCE
NOT TO SCALE
N/F
G.C. OF JEWETT CITY, LLC
PROPOSED
WELL
A
k
DH IN S 65031126" N111
BLD'R
PROVIDE; ANTI -TRACKING PAID
(PER SUBDIVISION IAN)
CL&P
#6864
2X2 5113 16 GA. WIRE MESH
2
TH #24 0%10" DARK BROWN TOPSOIL
11.21"
10"-30" REDDISH BROWN MEDIUM SANDY LOATVT
cn
30"404' TAN SILTY SAND & GRAVEL W/COBBI - ES
NO LEDGE, NO REDOX, NO GROUNDWATER.
NO LEDGE, NO REDOX, NO GROUNDWATER
ROOTS TO 6411
ROOTS TO 65"
TH #23 0%8" DARK BROWN TOPSOIL
TH #24R 0%8" DARK BROWN TOPSOIL
8"-26" REDDISH BROWN MEDIUM SANDY LOAM
N
frl
e„
NO LEDGE, NO REDOX, NO GROUNDWATER
NO LEDGE, NO REDOX, NO GROUNDWATER
ROOTS TO 70tt
ROOTS TO 7311
04
STANDARD D, -B( W/EJIBOW
NOT TO SCALE
m
TEST HOLE DATA
IN
PER SUBDIVISION PLAN— (UNCAS HEALTH DEPARTMENT 5,,24/18)
TH 22 0'"-10" DARK BROWN TOPSOIL
TH #24 0%10" DARK BROWN TOPSOIL
10„-)9” REDDISH BROWN MEDR,TM SANDY LOAM
10"-30" REDDISH BROWN MEDIUM SANDY LOATVT
29"-94"' TAN SILTS' SAT & GRAVEL W/COBBLES
30"404' TAN SILTY SAND & GRAVEL W/COBBI - ES
NO LEDGE, NO REDOX, NO GROUNDWATER.
NO LEDGE, NO REDOX, NO GROUNDWATER
ROOTS TO 6411
ROOTS TO 65"
TH #23 0%8" DARK BROWN TOPSOIL
TH #24R 0%8" DARK BROWN TOPSOIL
8"-26" REDDISH BROWN MEDIUM SANDY LOAM
K-29" REDDISH BROWN MEDIUM SANDY LOAM
26"-97tt TAN* SILTY SAND & G'R-AVEL W/COBBLES
29"-95" TAN SILTY SAND & GRAVEL NN,"/COBBLES
NO LEDGE, NO REDOX, NO GROUNDWATER
NO LEDGE, NO REDOX, NO GROUNDWATER
ROOTS TO 70tt
ROOTS TO 7311
MLSSNOT CONSIDERED
PERC RATE: 10.1 TO 20 :MIN. PER INCH
4 BEDROOM HOUSE REQUIRES (675 + 112.5) =787.5 ST,
OF EFFECTIVE LEACHING AREA
USE 57LF OF GEOMTRIX GST 6218
(57 x 14 = 798 S,E)
USE 1,250 GAL, 2 COMPARTMENT SEPTIC TANK
W/OUTLEIT FILTER DEVICE
AS114 C-33 SAND SPRCIFICATIONS:
SIEVE SIZE PEECENTL,,)LSsING
0375" 100
#4 95-100
#8 80-100
#16 50.85
#30 25-60
#50 5-30
0-100 <10
#200 <5
L
A
m
kSTM C-33 SAND
CAST
CONCRETE COVERS
PLAN
A P A C I TTES A C
KNOCKOUTINLET .AND
OUTLET OPENINGS
51"
r4L,
F 7
—1 LL: , U
=j
CAST
CONCRETE COVERS
PLAN
A P A C I TTES A C
1250 GAL61"
51"
1500 GAL
.48"
69" 59" 56"
r .4 x 4 12.61112,6 GSA, WIRE MESH
17 1/2", r-- 6 x 6 6/6 GA• WJU-W, IZ,&H
CONTINUOUS HOT
SPHNLT SEAL -
FINISH GRADE TO
DIRECT RUNOFF AWAY
FR(AISYSTEM
m
FILTER FABRIC
\- CT DOT #6 STONE
'T' DOT #6 STO`NT ASTM C-33 SAND
CRASS 3EQ1LQLN —A-�
DIsTRIBUTIOIN PIPE
6' ON;
H 6" (GST 0206) FILTER FABRIC
12" (GST 6212)
19" (GST 6218�
24" (Gs,r 6224)
30" (GST 6230)
2 �11 'N--
CTDOT46* STONE
ASTM C-33 SA.KD
SEI
CASE aT
- -LON -E,-Q
GEOMAT RIX GST LEACHING SYSTEM
If 11111/j/
DC
�A
14Ln.
10
TO MY KNO EF� MAP IS SUBSTANTIALLY CORRECT
AS NOTED H VETALID WITHOUT A LIVE SIGNATURE
AND THE BO YOR HEREON.
RICHARD A. F-SCHAMPS L.S, #70019 DATE
GRAPHIC SCALE IN FEET
DESIGN NOTES:
EROSION -.AND ,SEDIMENT CONTROL' PLAN:
I , CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
TO BE LIMITED TO AREAS ADJACENT . NT TO THE PROPOSED HOUSE
AND SEPTIC SYSTEM,
2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED,
3, ALL TOPSOIL TO BE STOCKPILED ON SITE ANTI PROTECTED
WITH ffAYBALES OR SILT FENCE.
4, ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
5, PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF T1
TOWN OF MONTVILLE SHALL BE NOTI[FrED WITEN SEDIMENT
CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION
CAN OCCUR,
6, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION
AND MAfNTENANCE, OF ALL REQUIRED SEDIMENT CONTROL
MEASURES THROUGHOUT CONSTRUCTION,
7, DUST CONTROL WILL BE ACCOMPLISHET) BYSPRAYING WITH
WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE,
TEMPORARY VEGETATIVE COVER:
MULCHES APPLICATION RATE NOTES
PER 1000 S.F.
STRAW/HAY i0-90 lbs, FREE FROM WEEDS
AND COARSE MATTER
WOOD CHIPS 185-2751 x. FREIE: OF COARSE MATTER
AIR DRIED, TREAT WITH
PLANTING SCHEDULE: 121bs NITROGEN,/ TON
SEEDING DATES:
APRIL I -- JUNE 1.5
AUGUST 1 ------ SEPTENIBER, 15
SEED MIXTURE:
451„I/o RED FESCUE
45111/0 KENTUCKY BLUE GRASS
I 01i=0 PERENNIAL Wa�,
1. ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT
PUBLIC HEALTH CODE AND TO TH SATISFACTION OF THE TOWN SANATARLAN.
2. THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE
CAPACITY (1-100 GALLONS), DISCHARGE TYPE BA11ITUBS. U'SIDENTIAL
GARBAGE, DISPOSUARE NOT ANTICIPATED FOR THIS DESIGN. IN THE
EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE
PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING
FIELD CAPACITY WILL 13E REQUIRED.
LEACHING SYSTEM CONSTRUCTION NOTES:
I, TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BE'T'WEEN AND BEYOND
TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (SELECT FILL) PLACED
AND CONTACTED IN 6” LIFTS, SELECT FILL SHALL MEET THE FOLLOWING MINIMUM, REQUIREMENTS.
A. THE FILL SHALL NOT CONTAN, ANY MATERLkL LARGER THAN 3 INCHES,
B. THE FILL SHALL NOT CONTAINMORE THAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO. 4 & 3" SIEVES)
NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE NO, 4 KEW"
C. THE FILL LESS THE GRAVEL SHALL MEETTHE FOLLOWINGT GRADATION CRIT RIA:
SIEVE SIZE: #4 #10 #40 #200
% PASSING; 100 1110-100 **10-50 0-20 0-5 WET StEVE
% PASSING: 100 70-1,00 1-75 0-5 0-2.5 DRY SIEVE
PERCENT PASSING THE 90 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT
PASSING THE 4100 STEVE DOES NOT EXCEED 109' AND THE 4200 SIEVE DOES NOT EXCEED 5%,
2. DOCUMENTATION OF TEST RESULTS ARE, TO BE PROVIDED TO THE HEALTH DISTRICT.
1 FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION, NO TRAFFIC OTHER THAN,
TRACK-DRATEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT TIME F11,,L AREA
AFTER TOPSOIL REMOVA,L, FILL MATERIAL TO BE. DUNIPEDAT THE EDGE OF THE STRJPPED AREA AND
SPREAD AND COWACTED WITH'TRACK-DRAIN VEHICLES, STOCKPILING IS TO TAU, PLACE Up I
G kDIEN T OF
THE LEACHING AREA. THE AREA DOWN GRADIENT OF THE LEACHING AREA IS SOTTO BE DISTURBED,
SEPTIC SYSTEM CONSTRUCTION NOTES:
1. CONSTRUCTION SEQUENCE:
A. STRIP &,STOCKPILE TOPSOIL FROM LEACHING TRENCH i RE A.
B. PLACE SELECT FILL TO 8" BELOW EXISTING GRADE.(LF REQUIRED).
C. CONSTRUCT LEACHING TRENCHES TO DESIGN LINE & GRADE.
D. LOAM, FINE GRADE TO FINISHED GRADE AND SEED. PROTECT DISTURBED AREAS
WITH EROSION CONTROLS UNTIL FIRST MOWING.
2. THE PIPE BETWEEN THE HOUSE AND SEPTIC; TANK. SHALL BE 4 IN. EXTRA HEAVY CAST IRON,
DUCTILE IRON OR EXTRA STRENGTH PVC ASTM D 1785 SCHD 40 OR APPROVED EQUAL.
3. ALL DISTRIBUTION PIPE IS 'TO BE ASTM D3034' SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED,
4. SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM, OF 6" OF PROCESSED GRAVEL OR BROKEN
STONE ON COMPACTED SUBGRADE.
5, THERE ARE NO APPARENT WELLS OR SEPTIC FIELDSWITHIN 75" OF' THE PROPOSED WELL AND
SEPTIC SYSTEM AS SHOWN ON THIS PLAN,
6. APPROVED STONE AGGREGATE FORLEACHING TRENCHES SHALL BROKEN STONE, CRUSHED
STONE, OR SCREENED GRAVEL MEETING CTO T FROM 814A SPECIFICATION FOR N1,01,01 FOR NO, 4
STONE:
SIEVE SIZE PERCENT PASSING_( YWEIGHT)
100
I -1/2 -INCH 90-100
I -INCH '20-55
3/4 -INCH 0-1.0
3/8 -INCH 0-5
7, THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM, SHAIA. BE STAKE'D IN THE
FIELD BY A LICENSED LAND SURVEYOR,
NATES:
1.
QTES:1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STANDARDS,
2, PROPOSED HOUSE AND SEPTIC' SYSTEM TO BE STAKED IN THE FIELD BY
A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
3, BASE FOR LEVELS: PER SUBDIVISION PLAN..
4a THE PROPERTY IS LOCATED IN ZONING DISTRICT - R-40.
5. THERE ARE NO WELLS LOCATED WITHIN 75' OP' THE PROPOSED SEPTIC SYSTEM
LOCATED ON ABUTTING PROPERTIES,
6< TOTAL AREA OF PROPERTY - (0,99 ACRES
7. A BENCHMARK IS TO BE PLACED WITHIN 50'OTS THE PROPOSE]) HOUSE &
SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION.
8, ALL UNDERGROUND -UTILITIES SHOULD BE MARKED OUT PRIOR TO THE
START OF CONSTRUCTION,
REFERENCE MAP:
RESUBDIVISION PLAN — CONCEPTUAL DEVELOPMENT PLAN PREPARED FOR
GNN HOLDINGS, LLC, 70 WILLAMS ROAD, 14ONTVILLE (OAKDALE) CONNECTICUT,
SCALE: 1'1=40", DATE: JUNE 2018,.REV. T08/20/1 8, PIN).EPARED BY BOUNDARIES, LLC,