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SANITARY
PERCOLATION TEST WAS PERFORMED BY BOUNDARIES LLC ON 7-6-07.
FEET
INV.
NOTA
#4A
DEEP
TEST PI -T WD PERCOIATIOW TEST RESUIrS
BSMT
BASEMENT
DEEP TEST PITS WERE RECORDED BY UNCAS HEALTH DISTRICT ON 8-22-06.
MORE OR LESS
SAN.
SANITARY
PERCOLATION TEST WAS PERFORMED BY BOUNDARIES LLC ON 7-6-07.
FEET
INV.
INVERT EXC
TEST PIT "A"
RECOVERED
TEST PIT
P_ I
PvMT.
0 "- 16"
COMPACT REDDISH BROWN SANDY LOAM
O"- 15" REDDISH BROWN SILTY/SANDY LOAM
Typ.
TYPICAL
16"-129"
VERY COMPACT TAN/GRAYISH VERY SILTY
15"- 77" FIRM TAN SOME SILT FINE -MEDIUM SAND & GRAVEL SOME
PRESOAK
1 HOUR
WELL.
MEDIUM -COARSE SAND & GRAVEL WITH STONES & ROCKS
SILT WITH STONES & ROCKS
DEPT14
= 27"
NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 14"t NO RESTRICTIVE LAYER
NO GROUNDWATER, LEDGE 0 77"t NO MOTTLING, ROOTS TO 26", NO RESTRICTIVE LAYER
MOTTLING, SOIL TYPE, ETC.), THE DESIGN ENGINEER SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM.
5. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND
mo IIIIIIIIIIIIIIIIIP
TIME
READI
TEST PIT "B
+
TEST PIT V
11:27
11:32
in
3-314"
0"- 9"
TOPSOIL
0"- 15" REDDISH BROWN SANDY LOAM WITH SILT
11:37
4-314"
9 "- 30"
REDDISH BROWN SANDY LOAM
15"-115" COMPACT TAN SILTY MEDIUM -COARSE SAND & GRAVEL
11:42
6"
30"-137"
COMPACT TAN MEDIUM -COARSE SAND & GRAVEL SOME
WITH STONES & ROCKS, BOULDERS
11:47
6-314"
1.5 INCH 90 - 10070
SILT WITH STONES & ROCKS
NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 29", NO RESTRICTIVE LAYER
ca
314 INCH 0 - 159
NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 4179 NO RESTRICTIVE LAYER
318 INCH 0 - 59
11:52
11:57
7-112"
8-318"
l i Z
J200 0 - 1.57.
TEST PIT "E"
11:02
9"
HEALTH DISTRICT AND THE DESIGN ENGINEER.
0 "- 4" TOPSOIL
11:07
9-3/4"
A. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED AGGREGATE AS INDICATED IN NOTE 16.
4"- 16" REDDISH BROWN SANDY LOAM
11:12
10-518-
GRASS TO STABILIZE. THE FINISHED GRADE 10' FROM ANY PART OF THE PROPOSED LEACHING TRENCHES SHALL
16"-144" MEDIUM COMPACT GRAY & TAN SILTY FINE MEDIUM SAND & GRAVEL WITH
11:17
11 -118 -
RISERS AT THESE LOCATIONS IF REQUIRED SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12" BELOW FINAL
STONES, COBBLES & ROCKS
11:22
11 -314 -
10. FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS.
NO GROUNDWATER, NO LEDGE, NO MOTTLING, NO ROOTS, NO RESTRICTIVE LAYER
11:27
12-118-
11:32
12-718-
N45*41'46"E
IRON PIN SET
11:37
13-518"
79.31'
PERCOLATION RATE 0 27" = 7.7 MINUTES/INCH
75' FROM
�unrs
L.L.C.
LAND SURVEYING - HISTORICAL LAND RECORD RESEARCH
COMMERCIAL & RESIDENTIAL DEVELOPMENT
P.O. BOX 164
179 PACHAUG RIVER DRIVE
GRISWOLD, CONNECTICUT 06351
TELEPHONE (860) 376-2006
FAX (860) 376-5899
O 2007 BOUNDARIES LLC
THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY
PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE
DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION
OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC.
L'£GE:IY'D &ABB7ZF'V1,�770N5
EYISTING
WELL
VV I INU UKAIN LCAUMIYU MCIVUr7
IV I'll "I -I-OUTLET PIPE ELEV 361.50
INV 363.00 OUT
FENCE GRAPHIC SCALE
20 0 10 20 40
°G -P1
lie
IN FEET
COMPACTED
I -BACKFILL 1 inch = 20 ft.
qCH
FLOW
EXISTING GRADE
12" MIN.
DEPTH UNDISTURBED
GROUND
SED.T,"WE_wTFE_vcE DE7AII
NOT TO SCALE
J...;`L✓vl rl ..!"�.l �. y L L•Jl �✓ V �•l �L �l L..:L 4l .�L `! j 1
PROPOSED 4 BEDROOM HOUSE
DESIGN PERCOLATION RATE < 10.1 MINUTES/INCH
LEACHING AREA REQUIRED = 660 SF EFFECTIVE
DESIGN. 1,250 -GALLON CONCRETE SEPTIC TAW (MINIMUM) AND 2 ROWS OF 110' OF 4'
WIDE, 12- HIGH LEACHING TRENCHES BY SERIAL DISTRIBUTION r SITE ti
LEACHING AREA PROVIDED: 2 x 110 x 3.0 SF/LF = 660 SF EFFECTIVE
1009 RESERVE AREA PROVIDED LOCATION
.MESS r "A C Cq.,LL'Aq IOC
MLSS NOT REQUIRED DUE TO RESTRICTIVE LAYER > 60"
Rockland
Pond
LoOATION MAP
SCALE: 1 "=1000'
BENCH MARK
SPIKE FOUND SU RI)17
ELEVATION 360.55 Ey WO�rES
(ASSUMED DATUM)
IRON PIN SET 1. THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES
SECTIONS 20-300b-1 THROUGH 20-300b-20AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. ON SEPTEMBER
26TH 1996. /T IS AN "IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY" BASED ON DEPENDENT RESURVEY AND
15 COTTONWOOD CONFORMS TO HORIZONTAL CLASS A-2 AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS. IT IS INTENDED TO BE
jv�')f USED FOR SITE DEVELOPMENT.
_>0.2. PROPERTY LINES, INLAND WETLAND FLAGS AND NORTH ORIENTATION WERE DERIVED FROM REFERENCE MAP 4A.
11
TOPOGRAPHY WAS DERIVED FROM TOPOGRAPHIC FIELD SURVEY BY THIS OFFICE ON JUz-
LY , 20OZ
3. THE SUBJECT PROPERTY LIES WITHIN R-120 ZONE (CLUSTER DEVELOPMENT), HAVING THE FOLLOWING DIMENSIONAL
REQUIREMENTS:
MINIMUM LOT SIZE 80,000 SQ. FT.
MINIMUM LOT FRONTAGE 150 FEET
MINIMUM FRONT YARD 45 FEET
MINIMUM SIDE YARD 18.75 FEET
MINIMUM REAR YARD 45 FEET
4. REFERENCE MAP:
A. "RESUBDIVISION PLAN, FAWN'S VIEW, LYNCH HILL ROAD, MONTVILLE, CONNECTICUT, PREPARED FOR STONEHENGE PILLARS,
I /I
LLC, JUNE 2005, REVISED TO: JANUARY 18, 2006, SHEETS 1 THROUGH 16," PREPARED BY CLA ENGINEERS, INC.
5. THIS SITE IS LOCATED IN AN R-120 ZONE AND IS PART OF AN APPROVED CLUSTER SUBDIVISION WHERE THE BUILDING
TP -c- SETBACKS ARE REDUCED BY 257. OF THE REQUIRED R-120 SETBACK REQUIREMENTS AS INDICATED ABOVE.
80
10, To Top 148" PROPOSED GRADE,
OF EMBANKMENT m
iW GRADE TO PREVENT
iW PONDING
6- BACKFILL (VIN) NON -WOVEN
FABRIC FILTER
APPROVED 2
I" SIZE BROKEN STONE
FILL AS MIN. -(M/
REQUIRED
UTILITY POLE
BSMT
BASEMENT
MORE OR LESS
SAN.
SANITARY
FT
FEET
INV.
INVERT EXC
REC.
RECOVERED
ELEV.
ELEVATION 6"x
PvMT.
PAVEMENT
W/
WITH
Typ.
TYPICAL
E-
BUILDING SETBACK LINE
PVC
POLYVINYL CHLORIDE
0
WELL.
tL,0) co
__120--
EXISTING CONTOUR
S.F.
SQUARE FEET
MOTTLING, SOIL TYPE, ETC.), THE DESIGN ENGINEER SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM.
5. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND
mo IIIIIIIIIIIIIIIIIP
PROPOSED CONTOUR
FF
FINISHED FLOOR
+
PERCOLATION TEST
55.26
= 48 `38 (Typ)
DEEP TEST PIT
Ip
IRON PIPE
?G=N28'27'59V
BELOW OR LATEST SPECIFICATION) AND THE SIEVE GRADATION FOR THE J200 AND 140 SIEVE SHOWN BELOW BASED ON
I
A WET SIEVE TEST. STONE AGGREGATE SHALL BE FREE OF SILT, DIRT OR DEBRIS, AND SHALL SHOW A LOSS OF
0
MONUMENT TO BE SET
MON.
MONUMENT
SIEVE SIZE X PASSING
0
REBAR OR DRILL HOLE TO BE SET
EYISTING
WELL
VV I INU UKAIN LCAUMIYU MCIVUr7
IV I'll "I -I-OUTLET PIPE ELEV 361.50
INV 363.00 OUT
FENCE GRAPHIC SCALE
20 0 10 20 40
°G -P1
lie
IN FEET
COMPACTED
I -BACKFILL 1 inch = 20 ft.
qCH
FLOW
EXISTING GRADE
12" MIN.
DEPTH UNDISTURBED
GROUND
SED.T,"WE_wTFE_vcE DE7AII
NOT TO SCALE
J...;`L✓vl rl ..!"�.l �. y L L•Jl �✓ V �•l �L �l L..:L 4l .�L `! j 1
PROPOSED 4 BEDROOM HOUSE
DESIGN PERCOLATION RATE < 10.1 MINUTES/INCH
LEACHING AREA REQUIRED = 660 SF EFFECTIVE
DESIGN. 1,250 -GALLON CONCRETE SEPTIC TAW (MINIMUM) AND 2 ROWS OF 110' OF 4'
WIDE, 12- HIGH LEACHING TRENCHES BY SERIAL DISTRIBUTION r SITE ti
LEACHING AREA PROVIDED: 2 x 110 x 3.0 SF/LF = 660 SF EFFECTIVE
1009 RESERVE AREA PROVIDED LOCATION
.MESS r "A C Cq.,LL'Aq IOC
MLSS NOT REQUIRED DUE TO RESTRICTIVE LAYER > 60"
Rockland
Pond
LoOATION MAP
SCALE: 1 "=1000'
BENCH MARK
SPIKE FOUND SU RI)17
ELEVATION 360.55 Ey WO�rES
(ASSUMED DATUM)
IRON PIN SET 1. THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES
SECTIONS 20-300b-1 THROUGH 20-300b-20AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. ON SEPTEMBER
26TH 1996. /T IS AN "IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY" BASED ON DEPENDENT RESURVEY AND
15 COTTONWOOD CONFORMS TO HORIZONTAL CLASS A-2 AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS. IT IS INTENDED TO BE
jv�')f USED FOR SITE DEVELOPMENT.
_>0.2. PROPERTY LINES, INLAND WETLAND FLAGS AND NORTH ORIENTATION WERE DERIVED FROM REFERENCE MAP 4A.
11
TOPOGRAPHY WAS DERIVED FROM TOPOGRAPHIC FIELD SURVEY BY THIS OFFICE ON JUz-
LY , 20OZ
3. THE SUBJECT PROPERTY LIES WITHIN R-120 ZONE (CLUSTER DEVELOPMENT), HAVING THE FOLLOWING DIMENSIONAL
REQUIREMENTS:
MINIMUM LOT SIZE 80,000 SQ. FT.
MINIMUM LOT FRONTAGE 150 FEET
MINIMUM FRONT YARD 45 FEET
MINIMUM SIDE YARD 18.75 FEET
MINIMUM REAR YARD 45 FEET
4. REFERENCE MAP:
A. "RESUBDIVISION PLAN, FAWN'S VIEW, LYNCH HILL ROAD, MONTVILLE, CONNECTICUT, PREPARED FOR STONEHENGE PILLARS,
I /I
LLC, JUNE 2005, REVISED TO: JANUARY 18, 2006, SHEETS 1 THROUGH 16," PREPARED BY CLA ENGINEERS, INC.
5. THIS SITE IS LOCATED IN AN R-120 ZONE AND IS PART OF AN APPROVED CLUSTER SUBDIVISION WHERE THE BUILDING
TP -c- SETBACKS ARE REDUCED BY 257. OF THE REQUIRED R-120 SETBACK REQUIREMENTS AS INDICATED ABOVE.
80
10, To Top 148" PROPOSED GRADE,
OF EMBANKMENT m
iW GRADE TO PREVENT
iW PONDING
6- BACKFILL (VIN) NON -WOVEN
FABRIC FILTER
APPROVED 2
I" SIZE BROKEN STONE
FILL AS MIN. -(M/
REQUIRED
1 .8' ON CENTER
18" MIN. TO GROUNDWATER
OR MOTTLING,
48" MIN. TO LEDGE
12"X4 8IT S�_rn ,_,..,NE.CEnCH1XG TREXCif
"TO MY KNOWLEDGE A 'BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS
NOTED HEREON.
70016
JOHN --U. FAULISE JR. L.S. LICENSE NO. DATE
NOT TO SCALE
I�vIPROVE.AMENT LOCATION
-AND-
r0P0GP%,AP3-CIC S`UR`VElJ
PREPARED FOR
S�O.�VE9-fENGE PLLC
#5 FAWN'S MLf:__1A_1DOW ROAD (LOT #13)
%1_1r_A
MONTVILLE., CONNECTICUT
SCALE: i"=20' JULY 2007 JOB I.D. NO. 06-1450 -LOT #13
GEJVERAf JV07-E-S-
1. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS (PIPING, SEPTIC TANK, STONE, FILL, ETC.) USED FOR THIS
'TECHNICAL
SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITION/REVISION OF THE STANDARDS FOR SUBSURFACE
SEWAGE DISPOSAL SYSTEMS" REVISED JANUARI 1, 2007 OF' THE CONNECTICUT Pi.:'aLic 1 C' A I �jp/ C"
CODE BY THE ST4 17
CONNECTICUT DEPARTMENT
OF PUBLIC HEALTH.
2. THE PROPOSED HOUSE SEWER FROM THE BUILDING TO THE SEPTIC TANK SHALL BE SCHEDULE 40 PVC ASTM D
1785/ASTM D 2665 OR APPROVED EQUAL AND INDICATED IN TABLE NO. 2 OF 'TECHNICAL STANDARDS FOR
SUBSURFACE
(0
SEWAGE DISPOSAL SYSTEMS" ALL OTHER SEWER PIPE FOR THIS SEPTIC SYSTEM SHALL BE 4" PVC ASTM
D3034, SDR 35 WITH RUBBER COMPRESSION GASKET OR BELL AND SPIGOT OR APPROVED EQUAL.
J. THERE ARE NO WELLS (POTABLE, GEOTHERMAL, OR IRRIGATION) WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM. THERE
ARE NO SEPTIC SYSTEMS WITHIN 75' OF THE PROPOSED
0
WELL.
tL,0) co
4. THERE SHALL BE NO STUMPS OR BOULDERS BURIED WITHIN 50' DOWN GRADIENT OF THE SEPTIC SYSTEM. SHOULD ANY
SIGNIFICANT VARIATIONS FROM THE TEST HOLE DATA BE ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWATER,
MOTTLING, SOIL TYPE, ETC.), THE DESIGN ENGINEER SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM.
5. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND
5.00'
ELEVATIONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT "CALL -BEFORE -YOU -DIG" AT
94'
1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
CB
55.26
= 48 `38 (Typ)
6. STONE AGGREGATE MEANS BROKEN OR CRUSHED STONES, OR SCREENED GRAVEL MEETING DEPARTMENT OF
)=69.66
TRANSPORTATION FORM 816 SPECIFICATION M.01.01 FOR NO. 4 STONE (SIEVE SIZES 318 THROUGH 2 -INCH AS SHOWN
?G=N28'27'59V
BELOW OR LATEST SPECIFICATION) AND THE SIEVE GRADATION FOR THE J200 AND 140 SIEVE SHOWN BELOW BASED ON
I
A WET SIEVE TEST. STONE AGGREGATE SHALL BE FREE OF SILT, DIRT OR DEBRIS, AND SHALL SHOW A LOSS OF
/
145'
ABRASION OF NOT MORE THAN 50% USING AASHTO METHOD T-96, AND WHEN TESTED FOR SOUNDNESS USING AASHTO
METHOD T-104 NOT HAVE A LOSS OF MORE THAN 159 AT THE END OF 5 CYCLES.
SIEVE SIZE X PASSING
2 INCH 10070
1.5 INCH 90 - 10070
I INCH 20 - 559
ca
314 INCH 0 - 159
318 INCH 0 - 59
40' 0-3%
l i Z
J200 0 - 1.57.
7. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE UNCAS
HEALTH DISTRICT AND THE DESIGN ENGINEER.
8. THE SEPTIC TANK SHALL BE PRECAST CONCRETE UNLESS OTHERWISE AUTHORIZED BY THE DESIGN ENGINEER.
9. SITE PREPARATION PROCEDURE FOR THE INSTALLATION OF THE PROPOSED SEPTIC SYSTEM:
A. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED AGGREGATE AS INDICATED IN NOTE 16.
B. COVER SYSTEM WITH A MINIMUM OF 6- OF LOAM IN LAWN AREAS, GRADE TO PREVENT PONDING AND SEED WITH
GRASS TO STABILIZE. THE FINISHED GRADE 10' FROM ANY PART OF THE PROPOSED LEACHING TRENCHES SHALL
BE AT LEAST THE SAME ELEVATION AS THE TOP OF THE RESPECTIVE LEACHING TRENCH.
C. CLEANOUT MANHOLES AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK OR ASSOCIATED
RISERS AT THESE LOCATIONS IF REQUIRED SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12" BELOW FINAL
GRADE.
10. FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS.
11. PRIOR TO CONSTRUCTION, THE WELL AND SEPTIC SYSTEM SHALL BE STAKED OUT BY A LICENSED LAND SURVEYOR.
1 .8' ON CENTER
18" MIN. TO GROUNDWATER
OR MOTTLING,
48" MIN. TO LEDGE
12"X4 8IT S�_rn ,_,..,NE.CEnCH1XG TREXCif
"TO MY KNOWLEDGE A 'BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS
NOTED HEREON.
70016
JOHN --U. FAULISE JR. L.S. LICENSE NO. DATE
NOT TO SCALE
I�vIPROVE.AMENT LOCATION
-AND-
r0P0GP%,AP3-CIC S`UR`VElJ
PREPARED FOR
S�O.�VE9-fENGE PLLC
#5 FAWN'S MLf:__1A_1DOW ROAD (LOT #13)
%1_1r_A
MONTVILLE., CONNECTICUT
SCALE: i"=20' JULY 2007 JOB I.D. NO. 06-1450 -LOT #13