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IP REC.
0
.4-.4
83.93
DEEP TEST PITS WERE WITNESSED BY ROBERT J. SCHUCH P.E. AND DAVE COUGHLIN OF
UNCAS HEALTH DISTRICT ON 2-18-03,
PERCOLATION TESTS P-1 AND P-2 WERE PERFORMED BY ROBERT J. SCHUCH P.E. ON
84.43 3-23-03.
EXISTING WELL
TO REMAIN PERCOLATION TESTS P-lA AND P -IB WERE PERFORMED BY ROBERT J. SCHUCH RE 01
SN 3-29-03.
TEST PIT I I
0"- 14" DARK BROWN TOPSOIL
• 0'�o 14'�- 40* LIGHT BROWN FINE SANDY LOAM
84.48
40'�- 92" GREY SAND AND GRAVEL
GROUNDWATER 0 46" NO MOTTLING, NO LEDGE
. - _ 0
TEST PIT #2
rjo/v 0"�- 12o DARK BROWN TOPSOIL
CONC. 12'�- 24" LIGHT BROWN FINE SANDY LOAM
MON, 24!- 65 n GREY SAND AND GRAVEL
GROUNDWATER 0 397, MOTTLING0 24"p NO LEDGE
NIF REC 8449
TEST � PIT #3
JAMES WARREN &2 4 -,.
0"- 12'° DARK BROWN TOPSOIL
MARlAN H HUNT TRUST
12- 32* LIGHT BROWN FINE SANDY LOAM
'!
32 - 96" GREY SAND AND GRAVEL
VOLUME 247 PAGE 595 IW 87.66± 84.22
GROUNDWATER 9, J2" NO MOTTUNG, NO LEDGE
VOLUME .9-05 PAGE '789 A,
24' OF 4'x 8x 18" HIGH
CONCRETE LEACHING GALLERIES84,05 P- 1 PERCOLA 77ON RATIF 0 23" DEPTH 16 0 MINUTESIINCH
BOTTOM OF GALLERIES X.
10'-4" PVC \
S=o. 10±
�^Tpjl ELEV 86.70 P-2 PERCOLATION RATE 0 23" DEPTH 20.0 MINUTES
P-lA PERCOLATION RATE 0 23' DEPTH = 20.0 MINUTES/INCH
1,000 GALLON
X
EXISTING HOUSE SEP77C TANK P-18 PERCOLATION RATE 0 23' DEPTH = 20.0 MINUTESIINCH
INV 88.95 IN
T
0 OAK TREE TE
- 'A 7 -1
FF 96.0
INV` 88.70 OUT
2 /P REC. 4N cl
(D/ST.)
(REMOVE)
SEDIMENT EXISTING 2 BEDROOM SEASONAL RESIDENCE
DESIGN PERCOLATION RA TE = 10.1-20 MINUTES/INCH
FENCE
LEACHING AREA REQUIRED 500 SF EFFECTIVE
P-18
-C WIDE, 18
/0 DESIGN. 1,000 --GALLON SEPTIC TANK AND 1 ROW OF 24' OF 8' LONG, 4
Ao
Qton HIGH CONCRETE LEACHING GALLERIES WITH 12" OF 1" STONE SURROUNDING ALL SIDES.
LEACHING AREA PROVIDED: 26" x 6.2 SF/LF = 161.2 SF EFFECTIVE
`P 2#
P-�
1 RESERVE AREA NOT REQUIRED FOR REPAIR
BENCH MARK
SPIKE IN ("'L&P 86
f �e SYS�rEM
ELEVATION 9-9,77 EXISTING 2 BEDROOM I T'A Um -Ll-,A-Cj
(ASSUMED DATUM) SEASONAL COTTAGE CAI
FF 95.6± SPREA_
P-2 -6
APP ROXIMATE LOCATION SAN INV MLSS NOT REQUIRED f " REPAIR
OF EXISTING SEPTIC 89.27
'QVICTVA-4 f0PCqr_)nnl I Tf) I -A P- IA
EXISTING GRAVEL
ROADWAY
NIF
RA YMOND D. &
ELIZABETH L. CHESTER
VOLUME 149 PAGE �918
35 LENA'S HOAD
EXISTING WELL
TO REMAIN
7 WAIVER REQUESTED
(SEE NOTE #11)
30" OAK
N;IF
RAYMOND &
ELIZABETH L. CHESTER
VOLUME 270 PAGE 69
35A LENA'S ROAD
('Tjvc
1
RADIUS EXCAVATE
6 "x 6" TRENCH
FILTER FENCE
COMPACTED
BACKFILL
FLOW
EXISTING GRADE
UNDISTURBED
GROUND
F CTA I I
11A i If 9
NOT TO SCALE
GRAPHIC SCALP
f 20
,rWwi A%w
"684141 W'
4'x 8'x 18'
HIGH CONCRETE
LEACHING GALLERIES
1" STONE
P- IA
G END
P-1 TOTAL DEPTH = 23
PRESOAK AT 10:05
PRESOAK AT 11:00
TIME
rcb
UTI 11TY POLE
READING
REC. RECOVERED
3-314"
12.00
7"
2:47
SNET
SOUTHERN NEW ENGLAND TELEPHONE
8-318"
PVMT. PAVEMENT
6-314"
12:20
9-718"
Typ. TYPICAL
f
MORE OR LESS
ilm
3:17
FT
FIF.
12*
W1 WITH
9-114'
12:50
12-718
3:37
9-718m
EXISTING CONTOUR
13-112-
Pvc POLYMNYL CHLORIDE
10-318"
1:10
4
S.F. SQUARE FEET
PROPOSED CONTOUR
14 -J14 -
Le ijo c
FF FINISH FLOOR
BSMT BASEMENT
PERCOLATION TEST HOLE
0
TES T PIT
LAW SURVEr7NG wHWORrAL LA14D RECORD RESEARCH
SAN, SANITARY
COMMERCW & REWEPOW DEVELOPMENT
STCINE WALL
INV. INVERT
P.O. BOX
110 a RIVER ROAD ROUTE 12
ELEV. ELEVATION
q
3V"'_0iNG SETBACK LINE
LISBON, CONNECTICUT 06351
TELEPHONE 860) 376-2"
FAX (8S 376-5899
88.2
PRC)POSED SPOT ELEVATION
FILTER FENCE
COMPACTED
BACKFILL
FLOW
EXISTING GRADE
UNDISTURBED
GROUND
F CTA I I
11A i If 9
NOT TO SCALE
GRAPHIC SCALP
f 20
,rWwi A%w
"684141 W'
4'x 8'x 18'
HIGH CONCRETE
LEACHING GALLERIES
1" STONE
P- IA
TOTAL DEPTH = 23"
P-1 TOTAL DEPTH = 23
PRESOAK AT 10:05
PRESOAK AT 11:00
TIME
READING
TIME
READING
2:37
3-314"
12.00
7"
2:47
5-112'
12:10
8-318"
2:57
6-314"
12:20
9-718"
3:07
7-314 rp
12:30
ilm
3:17
8-112-
12:40
12*
3:27
9-114'
12:50
12-718
3:37
9-718m
1:00
13-112-
3:47
10-318"
1:10
14-114"
1:20
14 -J14 -
P -1 B TOTAL DEPTH - 23"
PRESOAK AT 10:15
TIME
READING
2:3400
4"
2:44:30
5-114"
2:54:30
6-118-
3:0400
7"
3:14:30
7-314
3:24:30
8-318"
3:34:30
9*
3:44:30
9-112'
P-2 TOTAL DEPTH = 23"
PRESOAK AT 11:18
TIME
READING
12:23
6-114"
12:31
10-112 GALLERI**
12:36
12'
12:41
13"
12:46
13-518"
12.51
14-114"
12:57
14-314"
1:02
15-114"
1:07
-07
15-1/2"
1:12
15-314"
FINISHED GRADE
LOAM AND SEED,
GRADE TO PREVENT PONDING
FILTER FABRIC
APPROVED
BACKFILL AS REQUIRED
18" MIN. TO MOTTLING/OR GROUNDWATER
48" MIN. TO LEDGE/ROCK
1-7 [7) 1 7
A
4
tN"")'T'eEs
I, THIS i SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THROUGH 20-3008-20 OF
THE ;REGULATIONS OF CONNECTICUT STATE AGENCIES - ISTANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A TOPOGRAPHIC SURVEY
AND CONFORMS TO HORIZONTAL CLASS 8 AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS. IT IS INTENDED TO BE
D
USED FOR SITE DEVELOPMENT
1
2. THE HORIZONTAL CLASS 8 ACCURACY STANDARDS APPLY TO THE HORIZONTAL MEASUREMENT OF MONUMENTATION
IDENTIFIED AS RECOVERED. NO SURVEYORS PROPERTY18OUNDARY OPINION IS EXPRESSED OR IMPLIED BY THIS PLAN. THIS
MAP WAS PREPARED FROM RECORD RESEARCH, OTHER MAPS, LIMITED FIELD MEASUREMENTS AND OTHER SOURCES. IT IS
NOT'TO
TO BE CONSTRUED AS A PROPERTY18OUNDARY OR LIMITED PROPERTY18OUNDARY SURVEY AND IS SUBJECT TO SUCH
FAC AS SAID SURVEYS MAY DISCLOSE.
3. CON URS AND VERTICAL DATUM AS SHOWN ARE DERIVED FROM ACTUAL FIELD SURVEY AND ARE BASED ON ASSUMED
DA T
4. REF
4 CON
MAP:
A. HE FORMER EDWARD E REYNOLDS TRACT, SCALE 1"= 80'."
)AI :VO�rES
GENEI�
1. THIS PROSECT INVOLVES THE INSTALLATION OF SEPTIC REPAIR SYSI. FOR AN EXISTING 2 BEDROOM SUMMER COTTAGE IN
ACCORDAOCE WITH THE CONNECTICUT PUBLIC HEALTH CODE.
2. THIS SEPREPAIR SYSTEM INSTALLATION SHALL CONFORM TO THE CURRENT EDITIONIREVISION OF THE "CONNECTICUT PUBLIC
HEALTH E" BY THE STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH. ALL MATERIALS (PIPING, SEPTIC TANK, STONE,
FILL, ETC.
'tD
USED FOR THIS SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITION/REVISION OF THE -TECHNICAL STANDARDS
USED
FOR THE ESIGN AND CONSTRUC77ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 1, 2000.
J. ALL PRO- SED SEWER PIPE FOR THIS SEPTIC SYSTEM SHALL BE 4" PVC ASTM 0034, SDR 35 WITH RUBBER COMPRESSION
GASKET BELL AND SPIGOT OR APPROVED EQUAL.
4. THERE NO WELLS WITHIN 75' OF THE PROPOSED SEPTIC REPAIR SYSTEM EXCEPT FOR THE NORTHERN ABUTTER'S WELL AND
THE OWN 'S WELLS. SEE NOTE 11 FOR WAIVERS REQUESTED FROM THE CONNECTICUT PUBLIC HEALTH CODE
5. THERE S BE NO STUMPS OR BOULDERS BURIED WITHIN 50' DOWN GRADIENT OF THE SEPTIC SYSTEM. SHOULD ANY
SIGNIFF71CA VARIATIONS FROM THE TEST HOLE DATA BE ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWATER, MOTTLING, SOIL
TYPE, - THE UNCAS HEALTH DISTRICT SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM.
6. ALL EXIS-i UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR
TO ANY C STRUCTION. CONTRACTOR SHALL CONTACT "CALL -BEFORE- YOU -DIG'* AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR
TO ANY r"- VAPON.
7. THE PRO, ED FILL FOR THIS SEPTIC SYSTEM REPAIR SHALL MEET THE FOLLOWING SPECIFICATIONS:
100% OF LL SHALL PASS THROUGH A 3" SIEVE.
MAXIMUM OF GRAVEL (BETWEEN 14 & 3- SIEVE) = 45%.
GRADAT70P OF F7LL WITHOUT THE GRAVEL SHALL BE.
SIEVE SIZE X PASSING
4 100%
10 70 - 100%
# 40 10 - 50%
# 100 0 - 20%
1 200 0 - 5%
PERCOLA, N RATE AFTER PLACEMENT AND COMPACTION SHALL BE FASTER THAN OR EQUAL TO 10.0 MINUTES/INCH.
A SIEVE PSIS MAY BE REQUIRED PRIOR TO FILL PLACEMENT TO VERIFY THAT IT MEETS THESE SPECIFICATIONS. THE FILL SHALL
BE APPR,() 0 BY AN UNCAS HEALTH DISTRICT SANITARIAN PRIOR TO ITS PLACEMENT ON SITE.
8. NO DEWA T FROM THE APPROVED SANITARY REPAIR DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM AN
UNCAS H TH DISTRICT SANITARIAN.
9. SITE PREF RA77ON PROCEDURE FOR THE INSTALLATION OF THE PROPOSED SEPTIC REPAIR SYSTEM:
A, STRW°
AL !_IL, VEGETATJOIV_
FILL_ ANJ2-ORGANIC MATERIAL 4N THE AREA -OF 0WR 5' SURROUNDING THE PROPOS
LEACfP% C,'A'_'LFT"?IEr3.
-US&C A hEAVY RAKE OR EQUAL, THOROUGHLY SCARIFY AND ROUGHEN Up THE EXPOSED SUBSOIL.
VEHICULAR TRAFFIC, BACKHOE TRUCKS, ETC. FROM SA400THINGICOMPACTING THIS EXPOSED SUBSOIL.
C. PtAC .. lz FALL AMTERIAL MEETING SPECIFICATIONS INDICATED ABOVE (NOTE 16) IN LIFTS OF NOT
GREA'W THAN 12'w IN THE AREA OF THE PROPOSED LE4CHING GALLERIES UP TO AT LEAST THE ELEVATION OF THE Top OF
LEAC-11 I GALLERIES.
D. PERF, AT LEAST 1 PERCOLATION TEST ON PLACED FILL. FILL MUST HAVE A PERCOLATION RATE EQUAL TO OR FASTER
THAM T AS INDICATED IN NOTE 16.0. IF PERCOLATION RATE IS SLOWER THAN THAT RATE, ALL FILL SHALL BE REMOVED AND
REPLY D WITH ACCEPTABLE FILL MEETING PROPER SPECIFICATIONS.
INSTA" SEPTIC SYSTEM PER PLAN.
F COVETEM WITH A MINIMUM OF AT LEAST 8' OF LOAM IN LAWN AREAS. GRADE AREAS TO PREVENT PONDING AND SEED
LAK IAS WITH GRASS TO STABILIZE THE FINISHED GRADE 10" FROM ANY PART OF THE PROPOSED LEACHING GALLERIES SHALL
BE A T THE SAME ELEVATION AS THE TOP OF THE RESPECTIVE LEACHING GALLERY
G. CLEA'4 MANHOLE'S AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TAW OR ASSOCIATED RISERS AT
THE" S1-1 OCATIONS IF REQUIRED, SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12" BELOW FINAL GRADE,
10. THE EXT:- SEPTIC SYSTEM LOCATION (SIZE AND TYPE UNKNOWN, BELIEVED TO BE A CESSPOOL) IS APPROXIMATE AND IS
SHOWN ON THE OWNER'S RECORDS THIS SYSTEM WILL BE ABANDONED IN PLACE. CESSPOOL SHALL BE PUMPED OUT
AND FILL WITH CLEAN GRAVEL.
11. THE FOLNG WAIVERS ARE REQUESTED FROM THE CONNECTICUT PUBLIC HEALTH CODE -
A. RED V:': THE DISTANCE FROM THE SEPTIC REPAIR SYSTEM TO A WELL FROM 75' REQUIRED TO 50' FROM NEIGHBOR'S WELL AND
67.5' OWNER'S WELL.
8. RE010ij THE DISTANCE FROM THE SEPTIC REPAIR SYSTEM TO A PROPERTY LINE FROM 10' REQUIRED TO 7.
-ANL?
Xv
C S y
PREPAR,F0 FOR
A L
'TO rvy LED E BEUEF THIS MAP IS SUBSTANTIALLY
3 7 L EN'S ROAD
COR
ONTVILLE, CONNECTICUT
PSI
7W16 7�e
SCALE: 1 =10OCTOBER 2003 JOB 1. 0. NO. 03-824
J NN 0 FAULISE JR. LICENSE NO. DATE
REVISION P4 PER CONDITIONAL APPROVAL 11-11-03