HomeMy WebLinkAboutPlanTEST HOLE AND Pt`*_._,RC TFEST DATA
Hole observed on. il'ebruavt, 2, 2)(0) i Ho fi,,x ofiserved on ! 2/214/+4. 1, 1 /4t00, *,28,101y k N [) 5a38ifh)
TEST HOLE A
THREE3
( N� INCHES.
/
TEST HOLE 5-1
TEST HOLE 5-4
oil 800 topsoil
TEST HOLE D
0" 12"" topsoil
Orf 14" topsoil
8" 39"subsoil
Off - 5" top Oil
12" 3l" light brown fine sandy lown
14" 42" orange brown sandy gravel
9 107" light gray silty sand w/silt layers
3941- -
5" - 26" subsoil
" 9014
31 gray brown sandy gravel
It 901t
31 gray brown sandy gravel (,w/cobbles)
no ledge, water (4,) 90", mottling (a)
,41"
26" - 113" light gray med sand w/si It
no ledge., no water, mottling (i� 42"
no ledge, no water, mottling (&, 46"
0 70% - 100%
no ledge, no water, mottling (q,) 43"
--50%
0 10%
UTILITY POLE i
TEST HOLE B
EXISTING SPOT E -EV.
TEST HOLE 5-2
PROPOSED SPOT ELEV.
094 - 8" topsoil
TEST HOLE E
011 11" topsoil
EXCEED 10% AND THE
8" - 37 subsoil
0" -- 6" topsoil
I 1 23" orange brown fine sandy loam
BE ASTM D3034 SDR -3,5
39" - 107" light gray med compact silty sand
6" - 34" subsoil
23" - 86f* gray brown swidy gravel
no ledge, water 0,) 106", mottling Ga) 38"
34" - 99" light gray med compact silty sand
no ledge-, no water, mottlitig (c 39"
,3411
no ledge, water (4'� 94", mottling (&
TEST HOLE (7
PERU TEST #1
TEST HOLE 5-3
0" - 6" topsoil
RATE = 5.7 MIT4/TNCfl
0" 11" topsoil
6" - 27" subsoil
I 1 29" orange brown sandy gravel
27" - 100" fine to mod It ,gray silty sand
PERC TEST #2
2911 - 86" gray brown sandy gravel
no lodge, water Oq, 8711, mottling ng, 34"
RATE = 20 MIN/INCH
�, 43"
no ledge, no water, mottling @
ME=
1 "k'TY SURVEY AND SUBDIVISION PLAN PROPER'TY OF W. LAWRENCE MINER, JR.
�',BLE TRUST HARTFORD ROAD (CONNECTICUT ROUTE 85) MONTVILLE,
'OTICUT SCALE 1" = 100' DATED JANUARY 20, 2000 BY DiCESARE—BENTLEY ..IE' Mr
INC. SHEET 1-5
1HESE PLANS ARE THE SOLE
PROPERTY OF J. R08ERT PFANNER
& ASSOCIATES P.C, AND HAVE
BEEN PREPARED SOLELY FOR THIS
OWNER ON THIS SITE. ANY
�FPRODUCTION OF THESE PLANS
v,virHOUT WRITTEN PERMISSION
PROM J, ROBERT PFANNER &
_SOCIATES P.C. MAY BE AN
'NFRINGEMENT OF THE FEDERAL
COPYRIGHT ACT,
DRAWN! 9Y: I DATE.- Fet)n-i-c-iry 14, 2001
THREE3
( N� INCHES.
/
B. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATI�
SAMPLE MAY BE
RETAINED ON THE
#4 SIEVE. (THIS IS THE GRAVEL PORTION OF THE SAMP
E.
C. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REIGNED
AND THE SIEVE
ANALYSIS
EXISTING CONTOU
STARTED,
PROPOSED COIN T(UR
D. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING G
ADATION CRITERIA:
NO.
DA TE DESCRIPTION
BY
REWSIONS
-% —,
F' F
J
R<
C I E N1 G" 11 N 'E RS & LLMN D I P
37 GRAND STREET INIANTIC , CONNECTICUT 0635-7
TEI.— 860-739-6216 FAX 860-739-0693
SCALE,�T P
0
GROUND SURFACE
COMMON BACKFILL
Zz
2"MIN.
7
6
C J10 4;)PERF
oil
D�
4' OR
e `V ,
ll,
I
'PICAL, i_.#EACH1WA TRENCH
N, T S,
T0 A 7 T F11 F1
T
�SAN T,.! -,`,R I D E N
M
11
BASIS OF SANITARY DESIGN = 4 BEDROOM HOUSE WITH 5-�10 MIN./IN, PERC. RATL,
USE MIN,. 1250 GALLON SEPTIC TANK WITH TRENCH As SHIDWN,
TOTAL LEACHING AREA REQUIRED = 660 S.F.
TOTAL LEACHING AREA PROVIDED = 663 S.F.
4. REMOVE' ANY UNSUITABLE MATERIAL WITHIN SEPTIC SYSTEW AND REPLACE WITH
"SELECT FILL MATERIAL" THE FILL SHALL MEET THE FOLLOt�l,"YING REQUIREMENTS
UNLESS OTHERWISE APPROVED BY THE DESIGN PROFESSI&IAL ENGINEER FOR USE
WITHIN THE LEACHING AREA.- I'
A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER r1iIHEN
THREE3
( N� INCHES.
/
B. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATI�
SAMPLE MAY BE
RETAINED ON THE
#4 SIEVE. (THIS IS THE GRAVEL PORTION OF THE SAMP
E.
C. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REIGNED
AND THE SIEVE
ANALYSIS
EXISTING CONTOU
STARTED,
PROPOSED COIN T(UR
D. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING G
ADATION CRITERIA:
IEVE S_IZ. PERCENT EAS ING
WATER LINE
#4 100
UTILITIES (PHON El�!ELEC., CABLE TV,ET'C,)
0 70% - 100%
i
FOUNDATION DRAIN
--50%
0 10%
UTILITY POLE i
#'100
EXISTING SPOT E -EV.
#200 0% - 5%
PROPOSED SPOT ELEV.
THE PERCENT PASSING THE #40 SIEVE CAN BE INCREASED
TO NO GREATER THAN
75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT
EXCEED 10% AND THE
#200 SIEVE DOES NOT EXCEED 5%,
INISH BASEMENT FLOOR
5. FOUNDATION DRAIN WITHIN 25' OF SEPTIC SYSTEM SHALL
BE ASTM D3034 SDR -3,5
FOUNDATION DRAIN WITHIN 50' DOWN GRADIENT OF SEPTICII
SYSTEM SHALL BE AS
D3034 SDR --35.
6. SEPTIC TANKS GREATER THAN 12" BELOW FINISH GRADE SHALL HAVE MANHOLES
EXTENDED TO WITHIN 12" OF FINISH GRADE, SEPTIC TANKS MUST CONFORM TO ASTA/1
C-1227 AND THE NEW CONNECTICUT PUBLIC HEALTH COLS11 REVISED JANUARY 1,
2000.
LEGEND
TP
DEEP TEST HOLE
PT
PERCOLATION TE'! 3 T
IRON PIN RECOV�_.RED
DERE STONE REC6VERED
EXISTING CONTOU
F3-6-03 1
PROPOSED COIN T(UR
BUILDING LINE
W_
WATER LINE
U
UTILITIES (PHON El�!ELEC., CABLE TV,ET'C,)
D—
i
FOUNDATION DRAIN
C11)
UTILITY POLE i
98x0
EXISTING SPOT E -EV.
=8x 0
PROPOSED SPOT ELEV.
TREE LINE /LIMITS TS OF CLEARING
F.F.
FINISH FIRST FLOOR
F.B.F.
INISH BASEMENT FLOOR
G.F.
FINISH GARAGE MOOR
TITI_E: SHEET NUMBER
Prepc_ved fror
Evain. t.-..ar e -r -iter Buiiders LLQ�
LOC"I'ATION, .-%t 5 Chestert1,,,,Id Road, Montville CT