HomeMy WebLinkAboutPlanERC
CLEARING, GRUBbi: GRADING OF THE PROPOSED LOT
k k&-L_LNCE PLAN -L' K
TO BE LIMITED T0i"RE-AS ACENT TO THE PROPOSED HOUSE, TEST HOLE #26, 0"-10" TOPSOIL, 10 -32 DARK YELUDWISH-BPOWN FftlE 'EANDY
DRIVEWAY,, AND sY<_'l N A ELOAM, 32"-98" OLIVE -GREY UUAMY MEDIUM_FNE, SAND, LAR(o
x.DISTURBED AREA' BE LOAI LD, SEEDED, AND MULCHED. ROCKS, COMPACT. NO LEDGE, WATER 7", BUTT, 4 430 -0"
ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED TEST H(DLE #67: 0-12" TOPSOIL, LIGHT BROWN FINE' S -4110Y C -14m
WITH HAYBALES OR SILT FENCE. 30" -*79" GREY -BROWN FIRM MEDIUM-IFINE SILTY SANE),
4. ALL CUT AND FILL_ SLOPES ARE NOT TO EXCEED 3:1 S S. TRACE OF GRAVEL. NO LEDGE, NO AATER, MOTT, 0 45" PRIOR TO SITE 0, 3ANCE, THE REPRESENTATIVE OF T
TOWN OF MONT`,} , SHALL BE NOTIFIED WHEN SEDIMENT TEST -HOLE #181. 0-12' TOPSOIL, 12"-30" LIGHT BRC)001 FINE SANDY LOAJM-
CONTROL MEAS S ARE IN PLACE SO THAT THE INSPECTi,)N 30"-85" GREY -BROWN FIRM MEDIUM FINE SILT'rSAND
CAN OCCUR, TRACE OF GROVEL. NO LEDGE, WATER (!-;V 57", MOTT, (_§ '15"
6. THE DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALL.A ON
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL TEST HOLE #182 0-10" T1_DP`S0IL, 10--30" LIGHT BR(-_)vVI`,4' PINE SANDY LOAM
MEASURES THROUGHOUT CONSTRUCTION. 30il-7t," G-REY-BRO'16N FIRM MEDIUM -FINE SiLTY S"'AND,
DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITd TRAC _ C )F GRAVEL, No LEDGE, WATER (4 46", f iEvir-TT. ,3"
WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM 1,.HLORIDE
TEMEQVEGELAME. COVEREARY PERCOLATION BATE
IV FORM,4`,,TION PROvID)ED PER PEFEREil(-E Pi_,4n
MULCHES APPLICATION RATE N0TE'S PERCOLATION RATE (1712CD4, MIN, 11t r H RI SERVE APE4,"
PER 1000 S.F, PERCIGLAT10N R11AJE (P26) 1,1_110) MIN.
STRAW/HAY 70-90 Ibs FREE FRGIM 'NEEDc-
AND COARSE MATT',
WOOD CHIPS 185-2 75 lbs. FREE OF COARSE TTER MAP REELEENKEIRDRIED, TREAT T H
I .-Abs NITROGEN ON FOC'HDALE ESTAT*E-2), PROPE' T-( BEpI".'Rf_d 8" __TT D, BAT
FORSYTH ROAD AND JEFFEF",' M4N;'1-JR DPE, M h"41E, h r IECTI S
PLANTING SCH DULE C H N;_ JANUARY 1992, TOTAL TE.- IS N
SEEDING, DATES:
APRIL 1 JUNE 1_5
AUGUST 1 SEPTEMBER 15DU10 DATA
SEED MIXTURE:
45% RED FESCUE21 PERCOLATION RATE = I (","C' ILII.,LOT 45% KENTUCKY BLUE GRASS 4 BEDROOM PEE' IDEIN("'E REQUIRES 660 SF CjF LE,t_HING AREAOO
10% PERENNIAL RYE Dfw1fX' I -7A' IAP" '411frIC TDFd- 17-
EFFECTIVE LEACHING AREA --227 LF 4 3LS' SF/LF 68! SF
USE A 1250 GAL. .2 --COMPARTMENT T4NK.
FILTER "'
M.L.S,S. REQUIRED 30, X 2, 72,U
FABRIC M.L.S.S, PROVIDED 74
401.27' ANGLE 10' UP SLOPE
POST FOR STABILITY aNID
SELF CLEANING
PREPARE AREA OF PRQEQ5EQ MILIA A5 EQLLQ_W5
COMPACT -ED O1 REIAOOCIKVEANDSTIPILE TOPS(_DIL.
BACKFILL 2. PLACE BANK RUN GRAVEL (LESS THAN 5% FINE'S) PL4CE II4I
6" LIFTS AND COMPACTED TO DENSI1
SWAY 3. EXCAVATE 4' WIDE TRENCHES AND PREPARE ,'5URFA('_;E,
4. FILL TRENCHES WITH 1" WASHED STONE TO HEIGHT OF PIPE I NvE R TSS1, T-EF-ENU T P OF PIPE, PLACE PIPE IN TRENCH, AND FILL TO 2" OVER T
RIO# V(j ,(;ALLE 5, CAP ENDS OF PIP S.
PLACE A 4' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TC)P
LENGTH OF THE TEM), 'ND BACKFILL WITHTHEENTIRELEN(.1 SYSTEMSY'S3
KNOCKOUT INLET ANO NATIVE MATERIAL,
0 1ET CDPENINGS 7. REPLACE TOPSOIL, SEED, MU, UrPER,
26
TH
67 U3OPOSEDZ, r ARAGE 64, NOTES
T0Pv,-,(___'RAPH1(,_ I1`-4P,DR4;iATION ON THIS Pb d',' 0 M PLI E5 Oil ITH If 2 t,11 A PPIT-, G
RDSSZDA20
TH 77 -AOF1" E' vE LS SUBDIvi" "I,- B'SENow
p. E D IN THE FIELD B"f' 7Nrav, W PROPOSED HOUSE AND SEPTIC SYSTEM TO BEoPtCOVERS -J
CALANDSURVEYORLICENSEDINTHESTATEOFNN' TIC UT.
p CSED 4 L( _)T AREA 1.45 + ACRESROP
EF 1 5 BENCHMARK TO BE SET IN AREA OF _YSTEM AT TIME OF C0 N' T, R T1 (,1431-4'0 P X C IF CCAPAIAII
D 35)
61 1 1250- GALFFELEVmc
4 + PERC4 1500 GAL 69" 59 5620A
DBOX
FAT3
5--- 4 PVC
WITH A 4 x 4 12-6/12,6 C; A WIRE !-,IESH
17 1/2' 6 6 6/6 GA. NIRE MESHA
4
INLET F-1- nfr 0 ITLET
LIQUIC) LEVEL
4" OVTLETANKCONTINUOUSHOT' p SAFFLE
N
NV1TAFE
t -E 'E
HOTtqOU147H,&,T 2 10ASPHAIT `EAL
44
DE, LEIC
w,
R"-
N76'c-
1- 4Z
4 Q L DN4
4" PVC ELBOW
2X2 5/8 16 C7:1. WIRE 7
a.
4
2'y
STANDARD D-BO"VV'
N01' TO SCALE
f- 4"
TOPSOIL
SUITABLE FILL
FILTER FA5RIC, co
4" PERFORATED
PIPE m
z
01
Cb cru I
ill
STONE C-0 a I
NOT TO SCALE
Of
No. 9679
F, SIONS
DESCRIPTION
LEGEN.
FF
ELEV
S. F.
CA 0
510
k
1;_04
5018,1
x 5j:. 5
FIRST FLOOR
ELEVATION
SQUARE FEET
EXISTING CONTOURS
PROPOSED CONTOURS
BUILDING 'SETBACK, LINE
TEST H(_)LE
INVERT ELEVATION
PROPOSED SPOT ELEVATION
SEPTIC SYSTEM PLAN
PREPARED FOR
LOT #20 LOCHDALE ESTATES
5(, LOCHDALE DRIVE
MONTVILLE, CONNECTICUT
q"W CHANDLER. PALMIKIN.;
w
Architecture, Engineering and Surveyi-q
110 BROADWAY NORWICK CT 06380 880-8ft- 4ty-Aw"