HomeMy WebLinkAboutPlanK V,
ER SION I ENT CONTROL PLAN TEST HOLE DATA
PER REFERENCE PLAN
I VENTUM CLEARING,GPIRUBBING, AND GRADING -OF THE PROPOSED LETOBELIMITEDTOAREASADJACENTTOTHEPROPOSEDH0U':-)ETESIHO" 11
otl:?
YA -11 TOPSOILDRIVEWAYANDSEPTICSYSTEM.
1111,ii!14 2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. LLEA 1"-26" SUBSOIL
PSOiL TO BE STOCKPILED ON- SITE AND PROTECTED -86'y SANDY TILLA2W1.
216i' -
3. ALL TO 26"
N 2 41 00"'W__ WITH HAYBALES OR SILT FENCE. MOTTLING 4 26", NO WATER, NO LEE)(_:IL_
300, 4. ALL CUT AND FILL SLOPES ARS NOT TO EXCEED 3:1 SLOPE,:,
iN84. 51 5. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TESTHOLE,1 14
TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT 0"-9" TOPSOIL
CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECT ,Fj 9"-26" SUBSOIL
CIO*
CAN OCCUR. 26"-80" SANDY TILLTHECONTRACTORWILLBERESPONSIBLEFORTHEINSTALL,Tl'i',JN MOTTLING 4 5", NO WATER, 140 [-E',-)(--,E32o— 0
7
AND MAINTENANCE OF ALL REOUIRED SEDIMENT CONTROL
cn MEASURES THROUGHOUT CONSTRUCTION,
0 TESTHOLEDUSTCONTROLWILLBEACCOMPLISHEDBYSPRAYINGWITH _#115
N78*44'48"W (D"- 12" TOPSOIL26.20 WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM
12 -217" SUBSOIL
27"-87" SANDY TILL
MOTTLING 4 27", NO ',AATER, N(-) LEDGE
TEMPORARY VEGETATIVE COVER
TESTHOLE_.Iil"
fillMULCHESAPPLICATIONRATENOTES0 -1cC) 9" TOPS"
PER 1000 S.F. SUBSOIL19"-36'* S
85" SANDY TILL36" STRAW/HAY 70-90 lbs. FREE FROM WEEDS MOTTLING 0 30 NO WATER, NO LEDGEANDCOARSEMATTER
WOOD CHIPS 185-275 lbs. FREE OF COARSE M,4 -TER
i3o AIR DRIED, TREAT
121bs NITRON EI' rJELECOLATION RAT
10 INFORMATION PROVIDED PER REFERENCE PLAH
PLANTING SCHEDULE PERCOLATION RATE: 10 MINUTES i INC -11-1
SEEDING DATES:
APRIL I JUNE 15
AUGUST I SEPTEMBER 15
SEED MIXTURE: MAP EREEERENCE
45 RED FESCUE fi SUBDIVISION PLAN, STONY BROOK ACRES, PREPARED FOP WILLIAM M.
45% KENTUCKY BLUE GRASS, SALEM TURNPIKE 'PTE #82), CHERRY LANEHRACYK & ANNE M. DANIEWICZZ. A
10% PERENNIAL RYE NOBLE HILL ROAD, MONTVILLE, CONNEC-TIC UT, PREPARED BY CHANDLEP,
PALMER KING, DATE. APRIL 24, 1997 INITH REVISIONS TO 8/1 1j/9&
DESIQN D
PERCOLATION RATE = 10 MINUTES I141` H
FILTER 4 BEDROOM RESIDENCE REO UIRES 660 SF OF LEACHIfNG AREA
FABRIC PROVIDE (2) 110' (48" WIDE) TRENCHES IN SERIES
iJ A 'LE 10* UP SLOPEEFFEi -TIVE LEACHING AREA = 660 SF
A ;p" POST FOR STABILITY AND PROVIDE A 1250 GALLON 2—COMPARTMENT TANK
SELF CLEANING M.L.S.S, REQUIRED = 26 x 1.2 x 2.0 = 62 4
M.L.S.S. PROVIDED = 110'
COMPACTED
BACKFILL
V344PROPOSEDIIIT3PR,(, 4DE AND M NTAiN A Ef3EPARE 613EA OF ERQPOSE-D- SYSTEM AS FOLLOWS
t'i !, OF CLEARING—/ r--&*)"Tlf-OIJS LINE OF SILT FENCE
HRS)L'.",fr COCTION NOT TO SCALE 1. REMOVE AND STOCKPILE TOPSOIL.
2, PLACE 84NK RUN GRAVEL (LESS THAN 5% FINEST PLACED IN4 346 6" LIFTS AND COMPACTED TO 95% DENSITY.
3. EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFA'E,
TH 4. FILL TRENCHES WITH 1" WASHEa STONE TO HEIGHT OF PIPE INVERTS
PLACE PIPE IN TRENCH; AND FILL TO '12" OVER TOP OF PIPE. 348 AP ENDS OF PIPES,
Mr -A 0
6 PLA+ E A 4' WIDE STRIP OF NON-'A'OVEN FILTER F
1 Sie 5 ..
ITHEEl,-ITIRE LENGTH OF THE SYS)TEM AND BACKFILL 'NiTHTs-
0- 76 4 7, REPLACE TOPSOIL,,SEED MULCH.
KNOCKOUT INLET AND
OUTLET OPENING') J
I_,_ , - - -
1 __- _
PERC" 1>
0 TH4
114
N J,
1250 GALION
SEFI'IC TANK OLF 4mPX > 1. TOPOGRAPHIC INFORMATION OONTHISPLAN -MPLIES WITH T-0 MAPPIN_
00TLr- f z STANDARDS.
115 2. BASE FOR LEVELS: SUBDIVISION MAP. DRAiN
3, PROPOSED HOUSE AND SEPTIC SYSTEM TO BE SLAKED IN THE FIELD By
A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT. 2, CAST CONCRETE COVERS 4 LOT AREA = 2.83± ACRES
Vii' TIk5. BENCHMARK TO BE SET AT THE TIME OF ('ONSTR0 ON. t-1
IN.
y
FF GARAG
C- 0
360-_
7
x
3so
k
PRO 'ROSED
WELL
OCAT! 0 NNLIlly prk
No 00,
RADIUS=60.00'
ARC= 117.28'
k
IY
4" PVC ELBOW
2X2 5/8 16 GA. WIRE MESH
6 1
00
1 /27n
A.
0
CAPACITIES A B C
m IN.
1250 GAL 61 5 1 48
FF FIRST FLOOR
ELEV
1500 GAL 69" 1 59" 56
S.F. SQUARE FEET
350
PROVIDE PISERS TO WITHIN
4 x 4 12,6/12,6 6 x 6 6/6 GA 1-12'" OF FINISHED GRADE
GA. WIRE MESH WIRE MESH T INLET AND OUTLET
of
INVERT ELEVATION
PROVIDE OUTLET Fg;,tR
kP H 1 5C IN FEET
POLYLOK PL -;22
INLET' VENT_____w
OUTLET
LIQUID LEVEL
CONTINUOUS HOT 4" OUTLET-,
BAFFLE
ASPHALT SEAL
4 SCHED t4
60'A
DEFLEJO
Z l M0, LLQ14i
N4 PA. rnv,
F 4
TOPSOIL
FILTER FABRIC
SUITABLE FILL 1C)o 2
4" PERFORATED D
PIPE 1
0 2
C,4 ? R E I ON S
DATEESCRIPTION
LLQLN-D
m I N. MINIMIA)l
FF FIRST FLOOR
ELEV ELEVATION
S.F. SQUARE FEET
350 EXISTING COINTOURS
350 PROPOSED (_-()NTOURS
BUILDING SETBAI-J' LINE
j
of
INVERT ELEVATION
kP H 1 5C IN FEET
R E I ON S
DATEESCRIPTION
LLQLN-D
m IN. MINIMIA)l
FF FIRST FLOOR
ELEV ELEVATION
S.F. SQUARE FEET
350 EXISTING COINTOURS
350 PROPOSED (_-()NTOURS
BUILDING SETBAI-J' LINE
j TEST HOLE
INVERT ELEVATION
SEPTIC SYSTEM PLAN
PREPARED FOR
ASW -A 111mwemkv, m
LOT #6 STONY BROOK ACRES
LORRIE ANNE DRIVE
MONTVILLE, CONNECTICUT
CHANDLER. PALMER dk KING
Architecture, Engineering and Surveying
110 849MY NORWCK CT OOW SM -OW -3M7 FAX W -0* -78t}1