HomeMy WebLinkAboutPlanA iuKNFILI
NOT TO SCALE
2"X2"X48" WOOD POST
I08 ON CENTER (MIN)INDUSTRIAL NETTING, SNOW FENCE
OR WOVEN WIRE FENCE FOR SUPPORT
SmIxamm"T.
LEGEND AND ABBRb ON5
EX15TINC4 CONTOUR
511 PROPOSED CONTOUR
5015 + PROP05LO SPOT GRADE
SCLC BITUMINOUS CONC121ETE UP CURB
BCLC BUILDING 5ETBACL LINE
BSMT BA,5EMENT
Cb CATCH BA51N
CIP CAST IRON PIPE
ID — BOX DISTRIBUTION Box
ELEV ELEVA-11ON
EXIST FX,1517INC4
FF FINISHED FLOOR
FT FEET
DARK BROWN TOPSOIL
PERCOLATION RATE AT 24" DEPTH = 8.0 MINUTES/INCH
13 INLAND WETLAND FLAG LOCATION AND NUMBER
INV INVERT
LF LINEAR FEET
MIH MINIMUM
PROP PROPOSED
PVC POLYVINYL CHLOPIDE PIPE
RCP REINFORCED CONCRtTf_ PIPE
S SLOPE
5AH 5ANITAR),
5F 5QUARE FEET
TF TOP OF FRAME
TYP TYPICAL
TP#93 DEEP TEST PIT LOCATION AND NUMBER
P- eA PERCOLATION TEST LOCATION AND NUMBER
DUE TO DISTORTION DURING, REPRODUCTION, TH15 PRINT MAY NOT
SCALE EXACTLY ALL DIMENSIONS SHOWN 0Vf.PQULt SCALING- IF
THERE ARE ANY DISCREPANCT-5, CONTACT ENC.INEEQ.
TP #93-#94 WERE DUG ON 10--27-88 AND WERE WITNESSED
BY WENDY MIS OR CONNIE DINERMAN OF THE UNCAS HEALTH DISTRICT
TP #120-#122 WERE DUG ON 1-8-91 AND WITNESSED BY CONNIE
DINERMAN OR RAY ANDREWS OF THE UNCAS HEALTH DISTRICT
PERCOLATION TESTS PERFORMED ON 5-24-91
TP 93
TOPSOIL
10" — 28"
0" — 7" DARK BROWN TOPSOIL
GREY—BROWN FIRM FINE SILTY SAND
7" — 34" ORANGE BROWN VERY STONY SANDY LOAM WITH GRAVEL
TP #122
34" — 91 TAN MODERATELY COMPACT COBBLY FINE SANDY LOAM WITH SOME GRAVEL
12" TOPSOIL
12" —
NO LEDGE, NO GROUNDWATER, MOTTLING AT 24"
TP 94
92" GREY—BROWN FIRM MEDIUM—FINE SILTY SAND, TRACE OF GRAVEL
0" — 5" DARK BROWN TOPSOIL
PERCOLATION RATE AT 24" DEPTH = 8.0 MINUTES/INCH
5" — 34" ORANGE BROWN VERY STONY SANDY LOAM WITH SOME GRAVEL
34" 85" TAN MODERATELY COMPACT FINE SANDY LOAM WITH SOME GRAVEL
NO LEDGE, NO GROUNDWATER, MOTTLING AT 27"
TP 120
0" 12" TOPSOIL
12" 32" LIGHT BROWN FINE SANDY LOAM
32" 95" GREY—BROWN FIRM FINE SILTY SAND
NO LEDGE, GROUNDWATER AT 29", MOTTLING AT 29"
TP 121
11 11
0
0 — 10 TOPSOIL
10" — 28" LIGHT BROWN FINE SANDY LOAM
28" — 90" GREY—BROWN FIRM FINE SILTY SAND
NO LEDGE, GROUNDWATER AT 27", MOTTLING AT 27"
TP #122
LAJ II
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0" — 12" TOPSOIL
12" — 30" LIGHT BROWN FINE SANDY LOAM
30" — 92" GREY—BROWN FIRM MEDIUM—FINE SILTY SAND, TRACE OF GRAVEL
NO LEDGE, GROUNDWATER AT 28", MOTTLING AT 28"
P -8A PERCOLATION RATE AT 24" DEPTH = 8.0 MINUTES/INCH
P -8B PERCOLATION RATE AT 28" DEPTH = 6.0 MINUTES,ANCH
INLAND
vvtTLAND5
K
agy QL51 b Q .I'LLRIA
PROPOSE[) 4 H[4*00M 1-100't
ISE SiGN PERE SLA rION RATE 1 10,0 MINIJTE'/ING.H
LEACHINC-0 AREA REQUIRED 660 CSF` EFFF('TIVF
DESIGN, GALI ON SFPTI(,, TANI,( WITH Rows OF 8,75
LF (TOTAL 175) OF 16" HIGH PLASTIC LEACHING
INFIL TR. A TORK-,
LEACHING AREA PROVIDED
I-) x 87.5 LF x 3.8 SF/LF = 665 SF EFFECTIVE
1009 RESERVE AREA PROVIDED
AImp& RNWAU4
iL55) CALCUL4110N
DEPTH TO RESTRICTIVE LAYER = 27"
HYDRAULIC GRADIENT = 6,7± %
HYDRAULIC FACTOR (HF) = 28
FLOW FACTOR (FF) FOR 4 BEDROOMS = 2.0
PERCOLATION RATE = 8.0 MINUTES/INCH
PERCOLATION FACTOR (FF) = 1.2
MLSS = (HF) x (FF) x (PF) = 67.2'
LEACHING SYSTEM SPREAD PROVIDED = 87.5'
F510
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CB#6A
TF 512.03
INV 500.93
5141
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1. REFERENCE IS MADE TO PLANS TITLED: Li
A PLAN SET: "LOCHDALE ESTATES PROPERTY OF BERNARD BARNETT & HAROLD U p
D. BATT FOR PROPERTY LOCATED AT- FORSYTH ROAD AND JEFFREY MANOR C>
DRIVE MONTVILLE, CONNECTICUT JANUARY 1992 JOB NO. 87-4-80" BY 6 cl-, TOTAL TECHNOLOGY, INC. REVISED TO 7/9/92. WayJZ
LOT LAYOUT PHASE I LOCHDALE ESTATES PROPERTY OF BERNARD BARNETT c HARULU 3 _J
D. BATT FORSYTH ROAD AND JEFFREY MANOR DRIVE MONTVILLE, CONNECTICUT" co >
SCALE 1" = 100DATE FEBRUARY 1993 BY TOTAL TECHNOLOGY, INC, wOjz'
10NO2. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD). fS
3. ALL UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL UTILITIES
LOCATION AND ELEVATION) PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
ONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455 AT LEAST 72 HOURS
RIOR TO ANY EXCAVATION. w zA
4. HIS SITE IS LOCATED IN AN R-40 ZONE.
g,
5. '-OR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS.
m6.1 TE PREPARATION PROCEDURE FOR THE INSTALLA11ON OF THE NEW SEWAGE tk
iSPOSAL SYSTEM: z
STRIP ALL TOPSOIL, VEGETATION AND ORGANIC MATERIAL IN ARE *,,-OF 5 FEET
SURROUNDING NEW PRIMARY LEACHING INFILTRATORS.
WmU,
PLACE AND COMPACT SUITABLE FILL MATERIAL (CLEAN BANK RUN GRAVEL) IN
12 INCH LAYERS IN THE AREA OF THE PRIMARY LEACHING INFILTRATORS UP TO &
AT LEAST THE ELEVATION OF THE TOP OF THE INFILTRATORS.
SUITABLE FILL MUST HAVE A PERCOLATION RATE OF 10.0 MINUTES/INCH OR
FASTER TO BE ACCEPTABLE AFTER PLACEMENT AND COMPACTION. IF FILL IS
UNACCEPTABLE, IT MUST BE REMOVED AND REPLACED WITH SUITABLE FILL.
INSTALL SYSTEM PER PLAN.
COVER SYSTEM WITH 12 INCHES OF LOAM, GRADE TO PREVENT PONDING AND
SEED WITH GRASS TO STABILIZE. THE FINAL GRADE 15 FEET FROM THE
LEACHING INFILTRATORS SHALL BE AT LEAST THE SAME ELEVATION AS TOP OF
THE RESPECTIVE LEACHING INFILTRATORS,
THE- BLASTING OF LEDGE IS STRICTLY PROHIBITED IN ARES ,F THE NEW
SEPTIC SYTEM.
7. DTIC. SYSTEM INSTALLATION SHALL CONFORM TO THE CURRENT111TION /REVISION OF THE -PUBLIC HEALTH CODE OF THE STATE OF
k-)NNECTICUT" BY THE STATE OF CONNECTICUT DEPARTMENT OF HEALTH
t_PVICES, ALL MATERIALS (PIPING, SEPTIC TANK, STONE, FILL) USED FOR
E SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITION /REVISION OF THE
ECHNICAL STANDARDS FOR THE DESIGN AND CONSTRUCTION OF SUBSURFACE
WAGE DISPOSAL SYSTEMS".
8. OPOSED HOUSE SEWER SHALL BE CAST IRON PIPE OR APPROVED EQUAL. ALL
Itk HER SEWER PIPE FOR THIS SEPTIC SYSTEM SHALL BE 4" PVC ASTM D3033 OR
3034 WITH RUBBER COMPRESSION GASKET BELL AND SPIGOT OR APPROVED
UAL.
C Oil
DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT LOIORAPPROVALFROMTHEUNCASHEALTHDISTRICTANDDESIGNENGINEER. P_ 2
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504.70
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INV 500 58(r4
INV 500.00(w,,
INV 499 75 , (E) 1995 TOTAL TECHNOLOGY INC,
UJ
These drawings are the property
of the Eng"er and have been
specifically prepared for the owner
of tFws project, at this sate, and
are not to be duplicated or used
jv in port or whole for any other
purpose, project, locotson or owner
without the expressed written
consent of the Eng"er.
60'
C13*613
TF 512.03
INV 5013.71(N )
INV 507 OO(W)
INV 507-00(t)
20 0 ;u 40 60
1 T05 MAP 15 COMPILED FROM OTHER MAP5, DEED D1MF_N510N5
Atl,,D OTHER 5OURCE5 OF INFORMAnON, NOT TO BE CON5TRUF_D
GRAPHIC 5CALE IN FEET KliAN ACCURATE 5URVEY AND 5UBJECT TO FINAL CHANC4f-5
9CHECKBEFOREU51NC4) Att" A MORE ACCURATE SURVEY MAY D15CLO5E.
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