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DEET 9£S7"TITATPD'PEILCOLA7"ION 9-"ES7 R£S'U1;7_S
SANY91A.Ry DESIGNCRI'r�R7A
SURTEY W07TS
DEEP TEST PITS J108-11 f 1 WERE RECORDED BY CLA ENGINEERS, INC. ON 11-30-04. PROPOSED 3 BEDROOM HOUSE 1. THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES f !
PERCOLATION TEST WAS PERFORMED BY CLA ENGINEERS, INC. ON 6-16-05. DESIGN PERCOLATION RATE = 10.1 - 20.0 MINUTES/INCH SECTIONS 20p 300b- f THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
THIS SOILS TESTING DATA WAS TAKEN FROM REFERENCE MAP 14.A.
DEEP TEST PIT "AA" WAS WITNESSED BY ROBERT J. SCHUCH PE., ON 10-12-07 AND LEACHING AREA REQUIRED = 675 SF EFFECTIVE CONNECTICUT AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. ON SEPTEMBER -�
, 26TH 1996. IT IS AN "IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY" BASED ON DEPENDENT RESURVEY AND �A I
DAVE COUGHLIN OF THE UNCAS HEALTH DISTRICT ON 10-18-07. DESIGN: 1,000 -GALLON CONCRETE SEPTIC TANK (MINIMUM) AND 3 ROWS OF 75' OF 4' WIDE, 12" _
HIGH LEACHING TRENCHES BY SERIAL DISTRIBUTION CONFORMS TO HORIZONTAL CLASS A-2 AND TOPOGRAPHIC CLASS T -D ACCURACY STANDARDS. IT IS INTENDED TO BE
TEST PIT # 108 TEST PIT "AA" PERC TEST 13 d <<
LEACHING AREA PROVIDED: USED FOR SITE DEVELOPMENT.
x x /
EO: 3 75 3.0 SF LF = 675 SF EFFECTIVE
.�
0.- 8 TOPSOIL DARK BROWN FINE SANDY LOAM 0"- 12",DARK BROWN TOPSOIL 100% RESERVE AREA PROVIDED 3-75, LEACHING TRENCHES
( ) 2. PROPERTY LINES, TOPOGRAPHY, INLAND WETLAND FLAGS AND NORTH ORIENTATION WERE DERIVED FROM REFERENCE MAP `• l� ' - �9d o� `��_
•'• 8"- 32" SUBSOIL YELLOWISH BROWN STONY SANDY LOAM J2"- 38" LIGHT BROWN FINE SANDY LOAM
PRESOAK 1 HOUR
J�I-Css C 11CUI T1"ow32 87 GRAY TILL LOAMY SAND WITH STONES 38 78 GRAY SANDY TILDEPTH = 2f �NO GROUNDWATER, NO LEDGE, NO MOTTLING NO GROUNDWATER, NO LEDGE, NO MOTTLING 3. THE SUBJECT PROPERTY LIES WITHIN R-120 ZONE CLUSTER DEVELOPMENT HAVING THE FOLLOWING DIMENSIONAL( )r
m-�`� TIM IN HYDRAULIC GRADIENT =
/' 1 24.0 % REQUIREMENTS:
r, <(�{�`.'1?� y)� ,,,,:,,,,:�::;o-;:��:�.: � ... TEST PIT 1 109
9" DEPTH TO RESTRICTIVE LAYER 32"
I � d
4:03 _
�L� HYDRAULIC FACTOR }
0"- 12 TOPSOIL DARK BROWII FINE SANDY LOAM 4:08. 10" " _ _ 18 MINIMUM LOT SIZE 811>000 SQ. FT. � SITE 1 d
•� " 4:13 10-1/2 FLOW FACTOR FOR 3 DEDROOMS = 1.5 MINIMUM LOT FRONTAGE 150 FEET � ( �
12 - 34 SUBSOIL YELLOWISH BROWN STONY SANDY LOAM "
.� " 4:18 11 PERCOLATION FACTOR f�OR 10.1- 20.0 MINUTES INCH = 1.5 MINIMUM FRONT YARD 45 FEET LOCATION
34 - 89 GRAY TILL STONY L0� UY SAND WITH SILT " /
G 4:23 11-1/2 MLSS REQUIRED MINIMUM SIDE YARD 18.75 FEET t-
NO GROUNDWATER, NO LEDGE, NO MOTTLING " = 75'5 MINIMUM REAR YARD 45 FEET
� 4:33 12-112" MLSS PROVIDED
TEST PIT #110 4. REFERENCE MAP:
4:38 13" �
tiO"_ 10" " TOPSOIL DARK BROWN FINE SANDY LOAM 4:43 13-1/4"
p l 10 46 SUBSOIL YELLOWISH BROWN VERY STONY SANDY LOAM - " A. RESUBDIVISION PLAN, FAWN'
-1
VIEW, LYNCH HILL ROAD, MONTVI.I E, CONNECTICUT, PREPARED FOR STONEHENGE
4:48 1312
£ # 2 46'111- 85" GRAY TILL STONY LOAUY SAND 4" PILLARS, LLC, JUNE 2005, REVISED TO: JANUARY 18, 2006, SHEETS f THROUGH 16," PREPARED BY CLA
4:53 f 3-3/
NO GROUNDWATER, NO LEDGE, NO MOTTLING
4:58 14" ENGINEERS, INC.
TEST PIT 1111 5:03 14-1/4 5. THIS SITE IS LOCATED IN AN R-120 ZONE AND IS PART OF AN APPROVED CLUSTER SUBDIVISION WHERE THE BUILDING
0"- 5" TOPSOIL DARK BROWN FINE SANDY LOAMSETBACKS ARE REDUCED BY 259 OF THE REQUIRED R-120 SETBACK REQUIREMENTS AS INDICATED ABOVE.
5 "- 32" SUBSOIL YELLOWISH BROWN STONY FINE SANDY LOAM PERCOLATION RATE 0 21" 20.0 MINUTES/INCH
32!- 53" SUBSOIL BROWN AND YELLOWISH BROWN STONY FINE SANDY LOAM WITH MOTTLES
I 53"- 90" GRAY TILL LOAMY SA?0 WITH STONES Rockland
APPROXIMATE f Pond
NO GROUNDWATER, NO LEDGE, MOTTLING 0 32"
LOCATION OF / o/
METAL BEAM GRADE TO MATCH / 1
GUIDE RAIL "� EXISTING GRADE AREA OF
It COMMON I l I
DRIVEWAY BOTTOM OF ! j l i s \ \ \ \ \ \ \ `\ \ \
1 / / 0 r \ e
I EASEMENT 1 r / o I 1 \ \ LO I It
_ ti ,Q00 GALLON ! LEACHING l /'I C7.I MAP
UENCH C H MARK ��, moo. I I ,, TRENCH BOTTOM OF � BOTTOM OF � / / / r' � rt: \ \ \ I \ \ \ \ \ -
HUB AND TACK SET I ?6? , (is��NIMUM SEPTIC TANK ELEV 321.85 - LEACHING TRENCH LEACHING TRENCH l I WF#400
/ \ \ \ \ \ \ \ SCALE: 1 =1000'
E '�o S �F I � !A'V 333.85 1N ' I ELEV 320. 1 / / � �
ELEVATION 348.37 'h ry r 35 ELEV 3 t 8.10 � � � � � / � � \ \ \ \
(ASSUMED DATUM) I r I IIS V 333.60 OUT
D-BOXGEWEP..Al WO�rES'
j 1 INV 322.52 IN I OVEkFLOW D -Box D -Box
INV 322.35 OUT INV 320.85 IN /INV 318.77 IN l e I , l 153.79' \ \ \ \ \ \ \ 1. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS (PIPING, SEPTIC TANK, STONE, FILL, ETC.) USED FOR THIS
I f (.SEE N01E #1OE) INV 321.18 OUT INV 318.60 OUT /200.81' / N44'31'49"E \ \ \ \ SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITION/REVISION OF THE 'TECHNICAL STANDARDS FOR SUBSURFACE
/ \ F \ \ SEWAGE DISPOSAL SYSTEMS REVISED JANUARY 1, 2007 OF THE CONNECTICUT PUBLIC HEALTH CODE BY THE STATE OF
/ (354.60 TOTAL) / / I 1V \ \ N/F CONNECTICUT DEPARTMENT OF PUBLIC HEALTH.
38'-4" PVC I / � � � l r l � \ \ \ �
SCHED 40 I / 00 / / 1 / INLAND \ WF# 15\ \ MICHAEL STARKLEY & 2 THE PROPOSED HOUSE SEWER FROM THE BUILDING TO THE SEPTIC TANK SHALL BE SCHEDULE 40 PVC ASTM D
346.8± 1 . 82.3 - d t r'� \ \ MELISSA STARKLEY
i ( 35 4 PVC S=0.29f cn / / 1785/ASTM D 2665 OR APPROVED EQUAL AND INDICATED IN TABLE NO. 2 OF "TECHNICAL STANDARDS FOR
- SCHED 40 I I / � % I l / WETLANDS VOL 458 PG 287 SUBSURFACE SEWAGE DISPOSAL SYSTEMS" ALL OTHER SEWER PIPE FOR THIS SEPTIC SYSTEM SHALL BE 4" PVC ASTM
R-175.00 47.05 l 1 , I I S=0.09 I / , I -. l \ \ \ \ \ \ D3034, SDR 35 WITH RUBBER COMPRESSION GASKET OR BELL AND SPIGOT OR APPROVED EQUAL.
L=54.40' 1 \ I I `�- 100' REGULATED AREA / \ \ \ \ \
TAN=27.42' J. THERE ARE NO WELLS (POTABLE, GEOTHERMAL, OR IRRIGATION) WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM, THERE
DELTA= i T4838" I ARE NO SEPTIC SYSTEMS WITHIN 75' OF THE PROPOSED WELL.
CHORD=54.18 .� ,
CH BRG=S28727'59"E S6?? ` , I / / I I l \ \ \ \ 4. THERE SHALL BE NO STUMPS OR BOULDERS BURIED WITHIN 50 DOWN GRADIENT OF THE SEPTIC SYSTEM. SHOULD ANY
I � 3 �S 1 ` ` ' / / 2 \ \ \ \ \ \ \ SIGNIFICANT VARIATIONS FROM THE TEST HOLE DATA BE ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWATER,
doo
MOTTLING SOIL TYPE ETC.), THE DESIGN ENGINEER SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM.
I PROPj l
WEWELLOSED °� t \ t I / / ' I / I I l \ VV/F# 140 \ \ \ \ 5. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND
1 ' 1 l l 9 2 16 5 S . �T. rt� f I I \ \ \ ELEVATIONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT "CALL -BEFORE -YOU -DIG" AT
175.00'
1 i I ) Q TA WF#41 D 1 \ \ \ \ 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
I L= 24.30' ` 1 �.. t / ACRES Cf' ( I \ \ \ 6. THE PROPOSED FILL FOR THIS SEPTIC SYSTEM SHALL MEET THE FOLLOWING SPECIFICATIONS:
DOUBLE C8 I PROPOSED , , l I LIMIT OF \ \ B. MAXIMUM %LL SHALL PASS OF GRAVEL (BETWEENH A 4 &33 SIEVE.
= 4590.
IF 346.2 1 1 DRIVEWAY � .:. I ' � l I I I LIMIT OF I INLAND �\ \ \ \ \ \ ( � )
INV 342.5 I I 1 ' Tp#108 ' / / / I CONSERVA77ON WETLANDS
\ \ C. GRADATION OF FILL WITHOUT THE GRAVEL SHALL MEET THE FOLLOWING CRITERIA:
EASEMENT 1 \ \ SIEVE SIZ£ 7, PASSING (WET) PASSING RY)
q I I RADE T #4 100% f00%
DRAIN / l ee' 45' \ \ \ 110 70 100% 70 1009
DOUBLET CB 6 ,. I ' 1 i ' F A /. - ` \ \ \
140 10 - 50%* 10 _ 75%
i TP 111 1 / \ 1100 0 - 20% 0 5%
IF 346.2 ' # / ' J I \ \ -
O I 1 ' I / \ \ #200 0 5% D - 2.5%
INV 342.1 ' I ' l \ \ 0. * PERCENT PASSING THE #40 WET SIEVE CAN BE INCREASED TO NO GREATER THAN 759 IF H R
GARAGE ` I I I ' J I I I ' I I " ` \ \ \ THE 100 SIEVE DOES NOT EXCEED 10% AND THE 200 SIEVE DO N 5 THE PERCENT PASSING
i 6 FF 339.67 I 1 � ' I � WF#420 �. � # # ES NOT EXCEED 5%.
t \ E. PERCOLATION RATE AFTER PLACEMENT AND COMPACTION SHALL BE FASTER THAN OR EQUAL TO 10.0 MINUTES INCH
l ` T IT MEETS THESE
SAN INV A WET SPECIFICATIONEVE S. THEFILLS MAY BE REQUIRED SHALL BE APPROVED BY PRIOR
HE UNCAS HEALTH DISTRICTITO FILL PLACEMENT TO RIFY R DESIGN ENGINEER PRIOR
} 1 337.00 TO ITS PLACEMENT ON SITE.
WF#430 , \
25 M!N ( I 11 ! ' I 1 I o A• I ' u - _ WF# 130 \
V W I P 3 7. STONE AGGREGATE MEANS BROKEN OR CRUSHED STONES, OR SCREENED GRAVEL MEETING DEPARTMENT OF
$ \ TRANSPORTATION FORM 816 SPECIFICATION M.01.01 FOR NO. 4 STONE (SIEVE SIZES 3/8 THROUGH 2 -INCH AS SHOWN
Q `� o I o, PROPOSED I I f I I \ i r 1 r \ z \
° '"` 4 hllN �l -- r r I N BELOW OR LATEST SPECIFICATION) AND THE SIEVE GRADATION FOR THE #200 AND 140 SIEVE SHOWN BELOW BASED ON
' I
3 `l fTP
(
9EDR00�1 { " " 1 a A � ; .-� C •,� -` .: p� •-rs:�^ f,r•. •r_. ^�„ t ! .yam
(V ��... Ji��%t i�.J:� ..+i�(+�:_ vf�LUfi! L14,` 5r' L7{„ P,.CC ill' SiLI, UIfCI vft DECllli,.+
HOUSE 1 1 Typ h ' aA I \ I ` I - \ `•° ABRASION OF NOT MORE THAN 50% USING AliSll70 METHOD T -9B AND fi,.=. yrlr,i_e' �r;�/►r H �0OF
ITITURE !. WHEN TESTED FOR SOUNDNESS USING AASH10
FF 349.00 Ln METHOD T-104 NOT HAVE A LOSS OF MORE THAN 15% AT THE N F
I t 8'x36'I \\ E D O 5 CYCLES.
BSMT 340.00' I ' I I \ I 1 9' P 1
l _ ASS NG
IN, -ROUND I I I ' I CONSERVATION I \ �' \ \ S 2 E INCH 100%
I I !POOL I I 1 PROPOSED I I I , I \
' II CLEARING LIMIT 1 EASEMENT AREA '
\ ` \ \ \ 1 f INCH 20 - 55%
rk6 I r I ITP y o I
\ 3 4 INCH 0 - 159
I 1 25 MIJ1f I I / `' \ j INCH 0 - 5%
So1I I I I I J I i / WF# 12D
140 0 - 3%
45 , I I J I I /-� \
1200 0- 1.5%
TP/110
.\ l 8. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE UNCAS
SEDIMENT FENCE ORI I I rlr , 1 I H WOOD CHIP BERM 1 \ I \ £ALTH DISTRICT AND THE DESIGN ENGINEER.
9. THE SEPTIC TANK SHALL BE PRECAST CONCRETE UNLESS OTHERWISE AUTHORIZED BY THE DESIGN ENGINEER.
WF#4D '30 DRAINAGE
EASEMENT IN FAVOR \ 10. S! PREPARATIONPROCEDURE FOR THE INSTALLATION OF THE PROPOSED SEPTIC SYSTEM-
A. STRIP ALL TOPSOIL,
f r L 0P SO L, VEGETATION ON AND ORGANIC MATERIAL IN THE AREA OF AND SURROUNDING THE PRIMARY
OF THE TOWN OF J 1 I ( II \ LEACHING TRENCHES.
B. USING A HEAVY RAKE OR EQUAL, THOROUGHLY SCARIFY AND ROUGHEN UP THE EXPOSED SUBSOIL. PREVENT
EXISTING I - _ I f MONTVILLE / I I ' I �' WF# 1 1 - - - -_ ANY VEHICULAR TRAFFIC, BACKHOE, TRUCKS, ETC. FROM SMOOTHING/COMPACTING THIS EXPOSED SUBSOIL.
TREE UNE / J 1 C. PLACE AND COMPACT SELECT FILL MATERIAL MEETING SPECIFICATIONS INDICATED ABOVE (NOTE 16) IN LIFTS OF
CB I I - -_! / I ' I I _ NOT GREATER THAN 12" IN THE AREA OF THE PROPOSED LEACHING TRENCHES UP TO AT LEAST THE ELEVATION
fI OF THE S
D. PERFORM AT L £ LEAST 1 PERCOLATION TRENCHES.
OLATIONTEST ON PLACED FILL.
J ( ! FILL MUST HAVE A PERCOLATION RATE EQUAL TO OR
/ ! S5,2'2715 1 j I ' '' l I I I I FASTER THAN THAT AS INDICATED IN NOTE 6.E IF PERCOLATION RATE !S SLOWER THAN THAT RAT
I I 7"►y ! ' ' / I ' " '- � I � � � � I ' # E, AL FILL
SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE FILL MEETING PROPER SPECIFICATIONS.
` E. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED AGGREGATE AS INDICATED IN NOTE 17. PROVIDE ADDITIONAL
f 280 I I % I I I j STRUCTURAL SUPPORT OR USE AN OVERSIZE D -BOX FOR THE 1ST DISTRIBUTION BOX TO OFFSET EFFLUENT 1 ! p p' I I I _� VELOCITIES.
WF# l OD \ F. COVER SYSTEM WITH A MINIMUM OF 6" OF LOAM 1N LAWN AREAS, GRADE TO PREVENT PONDING AND SEED WITH
149.777' TOT,gL ' I , I `_I % - `� UVF 9D GRASS TO STABILIZE. THE FINISHED GRADE 10 FROM ANY PART OF THE PROPOSED LEACHING TRENCHES SHALL
I , I I I I J ( \ # BE AT LEAST THE SAME ELEVATION AS THE TOP OF THE RESPECTIVE LEACHING TRENCH.
I f M I " I I WF#450 G. CLEANOUT MANHOLES AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK OR ASSOCIATED
87 f-4 PVC FOUtIN�G o 1 I I I I ( v \
RISERS AT THESE LOCATIONS IF REQUIRED SHALL BE LOCATED AT A DEPTH NOT GREATER THAN f2" BELOW FINAL
/ DRAIN OUTLET PIPE l "� ' 1f 11 I I I I I �.,'rn GRADE.
(CONNECT TO EXISTING / I STORM MH I I / I I / I \
STORM MH) I I I I I 11. FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS.
r 1 D -Box
3 OVERFLOW D -BOX I INV 217.77 I / I I I �� 12. PRIOR TO CONSTRUCTION THE HOUSE WELL AND SEPTIC SYSTEM
INV 322.35 IN I 321 02 IN I _ J L I I I E SHALL BE STAKED OUT BY A LICENSED LAND
INV 320.85 OUT f I / / / " I �'-�-t SURVEYOR AND BENCHMARK TO BE RELOCATED 1N THE AREA OF THE SEPTIC SYSTEM.
INV 322.68 OUT I I y I /
4" PVC (TYP) WF#480 !
1 I ( I I I ► i ' I ( ' WF#47D
\ WF#500
WF490 j 1 GRAPHIC SCALE
/ I \ #WF#460 '
<.
20 0 10 20 40 so
I EG E Y D ( -413 B RL. Y l ATI OJ V S FILTER FENCE
N0 iT(P i 88'-ONN CENTER ( IN FEET )
48
CTL UTILITY POLE BSMT BASEMENT M 10' TO TOP � " PROPOSED GRADE, I inch = 20 ft.
OF EMBANKMENT GRADE TO PREVENT
t MORE OR LESS SAN. SANITARY II i~� lwwPONDING
COMPACTED ""
FT FEET INV. INVERT
0
ja n rt rs
L.L.C.
LAND SURVEYING - HISTORICAL LAND RECORD RESEARCH
COMMERCIAL & RESIDENTIAL DEVELOPMENT
P.O. BOX 184
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.
BEC. RECOVERED ELEV. ELEVATION
PVMT. PAVEMENT
yy/ WITH EXCAVATE
Ts"x 6" TRENCH
YP. TYPICAL
BUILDING SETBACK LINE
PVC POLYVINYL CHLOR,DE
BACKFILL 6" BACKFILL (MIN)�ti NON -WOVEN
FABRIC FILTER
• . ' APPROVED 2" _ !j
FILL AS
MIN. 12 6 MIN _ 1 " SIZE BROKEN STONE
REQUIRED - - "( - -
�; ::: s: .• '' , - " ��_�- IFT= rrT 18" MIN. TO GROUNDWATER
I If
4 PERF.
PVC k -OR MOTTLING
FLOW 48" MIN. TO LEDGE
p / n ('T
EXISTING GRADE 12 nx4 O ►� S�OJ Y E L EACH-
WG �RE V CJS
NOT TO SCALE
12" MIN.
DEPTH
UNDISTURBED
GROUND
SEDl_'AiE_wT 'EWCE DET_.�uL
NOT TO SCALE
'70 MY KNOWLEDGE -AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS
NOTED HEREON,-•'" t#
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7 016 &'
r
JOHN U. FAULISE JR. L.S. LICENSE N0. DATE
PROTE.�V1E3VT" 10C.111117103v
-AND-
�opocRAPHIc SURTEY
PREPARED FOR
ST -0 E PTLLARS, L.LC
#6 FAWN'S- MEADOW ROAD (LOT #2)
MONTVILLE, CONNECTICUT
SCALE: 1 "=20' SEPTEMBER 2007 JOB I.D. N0. 06-1450 - LOT #2
REV "A" CORRECTED NOTE #10 9-28-07
REV "B" PER UHD CONDITIOPJn� APPROVAL 10-22-07
--120--
EXISTIP=lG CONTOUR
S.F.
SQUARE FEET
PROPOSED CONTOUR
FF
FINISHED FLOOR
-}•
PERCOLATION TEST
DEEP TEST PIT
IP
IRON PIPE
■
MONUMENT TO BE' SET
MON.
MONUMENT
•
REBAR OR DRILL HOLE TO BES 1
BACKFILL 6" BACKFILL (MIN)�ti NON -WOVEN
FABRIC FILTER
• . ' APPROVED 2" _ !j
FILL AS
MIN. 12 6 MIN _ 1 " SIZE BROKEN STONE
REQUIRED - - "( - -
�; ::: s: .• '' , - " ��_�- IFT= rrT 18" MIN. TO GROUNDWATER
I If
4 PERF.
PVC k -OR MOTTLING
FLOW 48" MIN. TO LEDGE
p / n ('T
EXISTING GRADE 12 nx4 O ►� S�OJ Y E L EACH-
WG �RE V CJS
NOT TO SCALE
12" MIN.
DEPTH
UNDISTURBED
GROUND
SEDl_'AiE_wT 'EWCE DET_.�uL
NOT TO SCALE
'70 MY KNOWLEDGE -AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS
NOTED HEREON,-•'" t#
f
' . e
vi
7 016 &'
r
JOHN U. FAULISE JR. L.S. LICENSE N0. DATE
PROTE.�V1E3VT" 10C.111117103v
-AND-
�opocRAPHIc SURTEY
PREPARED FOR
ST -0 E PTLLARS, L.LC
#6 FAWN'S- MEADOW ROAD (LOT #2)
MONTVILLE, CONNECTICUT
SCALE: 1 "=20' SEPTEMBER 2007 JOB I.D. N0. 06-1450 - LOT #2
REV "A" CORRECTED NOTE #10 9-28-07
REV "B" PER UHD CONDITIOPJn� APPROVAL 10-22-07