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SUR' E WUrES
\ \ J 1. THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT !1
STATE AGENCIES SECTIONS 20-300b-1 � HROUGH 2O -300b-20 AND THE STANDARDS FOR
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE aU f
CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. ON SEPTEMBER 26TH 1996. IT IS AN ti
N - / "IMPROVEMENT LOCATION AND TOPOGRAPhIC SURVEY" BASED ON DEPENDENT RESURVEY AND
/41
CONFORMS TO HORIZONTAL CLASS A-2 ;AND TOPOGRAPHIC CLASS T -D ACCURACY STANDARDS. IT � FAWN' s
F
/ IS INTENDED TO BE USED FOR SITE DEVF.:LOPMENT. MEADOW
I -�
_._� '� 1 ROAD DR-- -
��
�p0 WF#58D j ,
TOPOGRAPHY INLAND WETLAND FLAGS, PROPOSED CONTOURS FOR FAWN S
'`� 2. PROPERTY LINES, ;.
30 DRAINAGE / t
•... •.... MEADOW ROAD, DRAINAGE SYSTEM AND NORTH ORIENTATION WERE DERIVED FROM REFERENCE
\ EASEMENT IN FAVOR / MAP 4A.
TOWN ROAD OF THE TOWN OF
-�
g
°,°,°,°,oao ° ° MONTVILLE / 3. THE SUBJECT PROPER TY LIES WITHIN R-120 ZONE (CLUSTER DEVELOPMENT), HAVING THE
50' MINIMUM a°ODODO°000°°°00.00°O°D°O°D° - --- :� - / / WF#45B
0 0 o D o D o o D`a o a o D /� i
FOLLOWING DIMENSIONAL REQUIREMENTS: f SITF,+,
D a D D a D D D D D a _ r '�-.� � / 1 �TT �
o° 0 0 0 0 0 0 0 0 0 0 0° //// - - -- j J.JO
°°°D0°0°O°D°0°0000000000000°OD00O° R-10 MIN l� - R
MINIMUM LOT SIZE 8Q,000 .. ,�. FT: ,
\ � / � CATION .
oaaeoaoaQaoaoaoeoapaoaoaoaoaoaoa ° _!-_ _ / ,� - p �.
°aoaQaaaoaoaoaoaoaoaaaoaoaoaoaoaoaoa /�
°o°o°o°o°o°o°e°°oaoo°o°o - _ _
`- ° °Oo°o°°o°°°°o°°oa°000000°o°oo°oo°oo°00000 \_CT. 00 �s sroNE / / MINIMUM LOT FRONTAGE 150 FEET
6" °O°0°D°O OOOODOOOOOOODOO /
RVAlION
C
ONSE
�D°DaoDgDODgDODgDOD \ / � MINIMUM FRONT YARD 45 FEET
Mit, D°D00000a J EASEMENT AREA /
_ 1 / '. / �` MINIMUM SIDE YARD 18.75 FE::7 t
FrLTER r'AeRrc
MINIMUM REAR YARD 45 FEET 1
12 fNfN
2
\ / INLAND `
WETLANDS 4. REFERENCE MAP. `
\ / WF#59D
- - - -- ti�7 A. "RESUBDIVISION PLAN, FAWN'S VIEW, LYNCH HILL ROAD, MONTVILLE, CONNECTICUT, PREPARED '
J �' CLN' P.�iD
FOR STONEHENGE PILLARS, LLC, JUNE 2005, REVISED TO: JANUARY 18, 2006, SHEETS t
SEE S v R -� \ / / WF#44B THROUGH 16," PREPARED BY CLA ENGINEERS, INC.
NOT To SCAB
18 / I ! IS LOCAT D ITV AN R-1 A?
5. THS S TE E 2Q ZO E AND IS PART OF AN APPROVED CLUSTER SUBDJVISION
WERE THE BUILDING SfiTBACKS ARE RECUCED BY 25% OF THE REQUIRED R-120 SETBACK
REQUIREMENTS AS INDICATED ABOVE.. Rockland
Pond
2
LIMIT OF
CONSERVATION \ / ��U / WF#600
EASEMENT / / : ;.. /
DEEP J PIT AWD +- -ate h° ��
fi
��RcoL..zlos' z�sz�Lz�S
L0%.l�TION MAP
�1 SCALE': 1 "=1000'
DEEP TEST PITS WERE RECORDED BY CLA ENGINEERS, INC. ON t 1-30-04.
PERCOLATION TEST WAS PERFORMED BY CLA ENGINEERS, INC. ON 6-16-05. r\ O \ /��
--f- O LS
R N MAP 4.A.
ALL SOILS TESTING DATA WAS TAKEN FROM REFS E CE # _
4 : ,. / 1. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIAL PIP
3 O 0 , _ �/ \ S S ( fNG, SEPTIC TANK, STONE, FILL, ETC.) USED FOR THIS
TEST PIT # 1 12 P-4 _ 0 SQ. FT. I O T 1 L 0 �. j � � SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITION REVISION OF THE "TECHNICAL STANDARDS FOR RF
,. " � ____ ____ \ 1 " / SUBSU ACE
Q,.- 9 " TOPSOIL DARK BROWN FINE SANDY LOAM
- WF#61 D / SEWAGE E3ISPOSAL SYSTEMS REVISED JANUARY 1, 2007 OF THE CONNECTICUT PUBLIC HEALTH CODE BY THE STATE OF
9 - 4O SUBSOIL YELLOW BROWN SANDY LOAM DEPTH = 22" 6. 8 9 0 � ACRES 2 O
CONNECTICUT DEPARTMENT OF PUBLIC HEALTH.
1 100% RESERVE - _ _ _ _ _ �� \9� Y "
40 "- 84" DENSE GRAY SANDY T LL AREA " - -- - __ _ • 6' _ - - - -
NO GROUNDWATER, NO LEDGE, NO MOTTLING TIME READING - --- -`- -- -- - - - - `P 2. THE PROPOSED HOUSE SEWER FROM THE BUILDING TO THE SEPTIC TANK SHALL BE SCHEDULE 40 PVC ASTM D
4:00 10- i/2" --_ / s '' 178
4:05 14 " BOTTOM OF
\ 5/ASTM D 2665 OR APPROVED EQUAL AND INDICATED IN TABLE N0. 2 OF "TECHNICAL STANDARDS FOR
TEST PIT #113 __ / SUBSURFACE SEWAGE DISPOSAL SYSTEMS" ALL OTHER SEWER PIPE FOR THIS SEPTIC SYSTEM SHALL BE 4" PVC ASTM
" , 4:10 15 LEACHING TRENCH -_ - \ / D3034, SDR 35 WITH RUBBER COMPRESSION GASKET OR BELL AND SPIGOT OR APPROVED EQUAL.
' 0 - 8 ° TOPSOIL DARK BROWN FINE SANDY LOAM -
4:15 16" ELEV 324.25
\ ,!
� 8' - 31 SUBSOIL YELLOW BROWN SANDY LOAM
- ,
3. THERE ARE NO WELLS POTABLE, GEOTHERMAL, OR IRRIGATION WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM. THERE
3 i "- 81 " GRAY SANDY TILL DENSE BROWN MOTTLES ®31 " 4.20 18 I `�..,, ' `\ / ( )
NO GROUNDWATER, NO LEDGE, MOTTLING 0 31
H .25 D -BOX ARE NO SEPTIC SYSTEMS WITHIN 75 OF THE PROPOSED WELL.
4:30 18 1/Z" INV 324.92 IN �� 20 �� - SEDIMENT FENCE
TEST PIT # 114
4:35 t 9 _ -- INV 324.75 OUT 320 4. THERE SHALL BE NO STUMPS OR BOULDERS BURIED WITHIN 50' DOWN GRADIENT OF THE SEPTIC SYSTEM. SHOULD ANY
„ 4:40 20" �-- ''�. _ \ SIGNIFICANT VARIATIONS FROM THE TEST HOLE DATA BE ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWATER,
�, 0 - I 1 TOPSOIL DARK BROWN FINE SANDY LOAM 4 PVC TP l 15 ��
- _ -� --� \ WF#62D / MOTTLING, SOIL TYPE, ETC.), THE DESIGN ENGINEER SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM.
1 1 "- 43" SUBSOIL YELLOW BROWN SANDY LOAM WITH MOTTLES 4:45 21 - .,`
43"- 88" GRAY SANDY TILL 4:50 DRY 6 _ -lT� �►. `` \ \ 5. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LO ATI
#� " G ONS AND
GROUNDWATER 0 87 , NO LEDGE, MOTTLING 0 27 " 'OVERFLOW D -BOX �3 ��� \- " "
PERCOLATION RATE 0 22 10.0 MINUTES/INCH 2q '`1 ` ` ELEVATIONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT CALL -BEFORE -YOU -DIG AT
INV 326.08 !N ' _ _ 7P#114 \ 31g_ 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION,
IND' 325.75 OUT
TEsr PIr 115
0"- 10" TOPSOIL DARK BROWN FINE SANDY LOAM --- .` �` PERC-•1 2¢ D -BOX 6. THE PROPOSED FILL FOR THIS SEPTIC SYSTEM SHALL MEET THE FOLLOWING SPECIFICATIONS:
\ ��` \ !NV 324.92 IN ------''
10"- 47" SUBSOIL YELLOW BROWN SANDY LOAM BOTTOM OF - -,._. '' � ` '''� "�"` A. 100% OF FILL SHALL PASS THROUGH A 3" SIEVE.
47"- 82" DENSE GRAY SNDY TILL BROWN MOTTLES 0 47" LEACHING TRENCH �`'� : 11 {'`�';.: _; 6 !NV 324.75 OUT B. MAXIMUM % OF GRAVEL (BETWEEN #4 & 3" SIEVE) = 45%.
IN ®47" \ C. GRADATION OF FILL WITHOUT THE GRAVEL SHALL MEET THE FOLLOWING CRIT RIA•
NO GROUNDWATER, NO LEDGE, MOTTL G ELEV 325.25 E
-'7 ---� `- `�.. `�. .�'��• \ \ 4" PVC
SIEVE SIZE % PASSING (WET) % PASSING (DRY)
#4 100% 10090
D -BOX xr • ,
INV 325.92 IN - - OVERFLOW D -BOX - �-- - - / # 10 70 - 100%
70 - 100%
INV 325.75 OUT ` \ 40 10 - 50%*
- -INV 326.08 !N # 10 - 75%
INV 325.75 OUT #
M 100 0 - 20% 0 - 5%
27 -4 PVC � 330 � r T\ ., � ".a, ,
\ WF#68D #200 0 - 5%
0 - 2.5%
S=0.067-+ D. PERCENT PASSING THE #40 WET SIEVE CAN 8E INCREASED TO NO GREATER THAN 75% fF THE PERCENT PASSING
1,250 GALLON 4 \ - - - -
- - -324 \ % THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%.
WF#6`D E. PERCOLATION RATE AFTER PLACEMENT AND COMPACTION SHALL BE FASTER THAN OR EQUAL TO 10.0 MINUTES/INCH.
(MINIMUM) SEPTIC TANK
_ A WET OR DRY SIEVE ANALYSIS MAY BE REQUIRED PRIOR TO FILL PLACEMENT TO VERIFY THAT IT MEETS THESE
INV 328A0 IN "` = 4' \ SPECIFICATIONS, THE FILL SHALL BE APPROVED BY THE UNCAS HEALTH DISTRICT OR DESIGN ENGINEER PRIOR
INV 327.75 OUT - - TO ITS PLACEMENT ON SITE.
SA WITAR DES. JV C zElU - -
" c=-_ - 7. STONE AGGREGATE MEANS BROKEN OR RU H T
30 -4 PVC INV 327.5-+ WITH C S ED S ONES, OR SCREENED GRAVEL MEETING DEPARTMENT OF
SCHED 40 �' \ 3 PERFORATED END
i TRANSPORTATION FORM 816 SPECIFICATION M.01.01 FOR NO. 4 STONE (SIEVE SIZES 3/8 THROUGH 2 -INCH AS SHOWN
PROPOSED 4 BEDROOM HOUSE 0 BELOW OR LATEST SPECIFICATION) AND THE SIEVE GRADATION FOR THF #200 AND #40 SIDVE Su,O'WN P.�L,0ts� E-14 -D ON
DESIGN PE-RCOLATION RATE < 10.1 MINUTES/INCH S=0.077 \ �'� _._._---\,_,,�� C•AP
\ ,\ = - _ _ WF 670 A WET SIEVE TLS). STONE AGGREGATE SHALL BE FREE OF SILT, DIRT CR DEBRIS, ANI) SHALL SHOW' A LOSS OF
_ ABRASION OF NOT MORE THAN 509 USING AASHTO METHOD T-96. AN WH
L LEACt-If1Vti AKtA Kt(.IvirttU 66i� Jr crrc�,tr✓e � %�
DESIGN; 1,Q00 -GALLON CONCRETE SEPTIC TANK (MINIMUM) AND 2 ROWS OF 1 10' OF 4' WIDE, 12to
��� '� \ ��.�~�N / \ METHOD T-104 NOT HAVE A LOSS OF MORE THAN 15% AT THE rN D EN TESTED FOR SOUNDNESS USING AASHTO
_ _ � DECK L D OF 5 CYCLES.
HIGH LEACHING TRENCHES BY SERIAL DISTRIBUTION _ STORM MH ! 340`, �� 340 _ '��� \ " SAVE S1Z� % PASSING
LEACHING AREA PROVIDED: 2 x 110' x 3.0 SF/LF = 660 SF EFFECTIVE - -�'" 40 -4 PVC \ 2 INCH 100%
10090 RESERVE AREA PROVIDED 4'x 8'x 12" HIGH GALLERIES)
o FOOTING DRAIN WF#64D 1.5 INCH 90 - 100%
(...;...
1 INCH 20 55%
(r' �( l ,r� �' \ SAN INV \
OUTLET PIPE
ESS CAL c t -ClIll T1 V _ ` \ \ `330.3 i PROPOSE 4 �� 5=0.11 f \ 3 8 INCH o - 5%
HYDRAULIC GRADIENT = 10.0 % ~ -- = J APPROXIMA ` / GARAGE BEDROOM HOUSE \'� i, /
_ " j
EXISTING T FELINE FF' 340.50 FF 342.00 \ #200 Q - 1.
DEPTH TO RESTRICTIVE LAYER - 27 1 \ PROPOSED
i \ #
HYDRAULIC FACTOR = 26 BSMT 333.00 0 1.5%
\ `.. DRIVEWAY 8. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE UNCAS
FLOW FACTOR FOR 4 BEDROOMS = 2.0 \ \
HEALTH DISTRICT AND THE DESIGN ENGINEER.
PERCOLATION FACTOR FOR 1.0- 10.1 MINUTES/INCH = 1.2 / \
MLSS REQUIRED 62, 4' ` \ \ WF#65D
9. THE SEPTIC TANK SHALL BE PRECAST CONCRETE UNLESS OTHERWISE AUTHORIZED BY THE DESIGN ENGINEER.
MLSS PROVIDED = 110 J ANTI -TRACKING \ ,/
PAD � �' ,` � \ \ \ \ > �� ` J-
\ 10. SITE PREPARATION PROCEDURE FOR THE INSTALLATION OF THE PROPOSED SEPTIC SYSTEM:
A. STRIP ALL TOPSOIL, VEGETATION AND ORGANIC MATERIAL IN THE AREA OF AND SURROUNDING THE PRIMARY
LEACHING TRENCHES.
\ B. USING A HEAVY RAKE OR EQUAL, THOROUGHLY SCARIFY ANO ROUGHEN, UP THE EXPOSED SUBSOIL. PREVENT
\ 'N� WF#66D BACKHOE, TRUCKS, ETC. FROM SMOOTHING/COMPACTING THIS EXPOSED SUBSOIL.
_ ANY VEHICULAR TRAFFIC,
- - -- - - PROPOSED \ \ d- N - - _ - C. PLACE AND COMPACT SELECT FILL MATERIAL MEETING SPECIFICATIONS INDICATED ABOVE (NOTE #6) 1N LIFTS OF
\ 4..
WELL \ \ �` d 0 - NOT GREATER THAN 12" IN THE AREA OF THE PROPOSED LEACHING TRENCHES UP TO AT LEAST THE ELEVATION
tN �F THE TOP OF THE LEACHING TRENCHES.
I D. ERFORM AT LEAST 1 PERCOLATION TEST ON PLACED FILL. FILL MUST HAVE A PERCOLATION RAT A
:-.-•.•�::. '.�' Ts• PROPOSED\ `t- � E EQU L TO OR
\ '` CLEARING \ - --- - - FASTER THAN THAT AS INDICATED IN NOTE #6.E. IF PERCOLATION RATE IS SLOWER THAN THAT RATE, ALL FILL
�Q /� jT �j ]" /' f \
SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE FILL MEETING PROPER SPECIFICATIONS.
L C� .J Y D lX, A1� 1 ��:.. V 1..gT1 0 V S -L / \ 46. :. LIMIT \ \ E. INSTALL SEPTIC SYSTEM PER P N
5; 00 \ ' F. COVER SYSTEM WITH A MINIMUM OF 8N OF P OAM IN LAWNROVED EAREAS GRADEGATE AS ATO PR TED IN N NT OTE #7
\ � ` " EVE PONDING AND SEED WITH
':;.:• `:,': `''; `
GRASS TO STABILIZE. THE FINISHED GRADE 10 FROM ANY PART OF THE PROPOS H!
ED LEAC NG TRENCHES SHALL
UTILITY POLE BSMT BASEMENT
BE AT LEAST THE SAME ELEVATION AS THE TOP OF THE RESPECTIVE LEACHING TRENCH.
-__` ' R=175.00 - G. CLEANOUT MANHOLES AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK OR ASSOCIATED
i
MORE OR LESS SAN. SANITARY - _ ,'..., ' �� \ \ 340 L=162.76' RISERS AT THESE LOCATIONS IF REQUIRED SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12" BELOW FINAL
FT FEET 26p 80. TAN=87.80' GRADE.
INV. INVERT CB 537.22,8=E.,�. - -_ DELTA=53'17'13"
REC. RECOVERED ` _
CHORI156.95 11. FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS.
ELEV. ELEVATION 370 84, _ ' CH BRG=S64'00'54"E, 12. PRIOR TO CONSTRUCTION, THE HOUSE, WELL AND SEPTIC SYSTEM SHALL BE STAKED OUT BY A LICE NSED LAND
PVMT, PAVEMENT . WITH � � '/
SURVEYOR.
I -
TYP. TYPICAL BUILDING SETBACK LINE CB ��� ,8' ON CENTER
10' TO TOP 148" PROPOSED GRADE,
B/TUMINOUS CURB
PVC POLYVINYL CHLORIDE .� _- - --- OF EMBANKMENT
- -330 EXISTING CONTOUR FI I �P) CB GRADE TO PREVENT
PONDING
S. F SQUARE FEET
., PROPOSED CONTOUR _ -r
O (� 6 BACKFILL (MIN) I I NON -WOVEN
FABRIC FILTER
z
RO
FF FINISHED FLOOR --`_ / A R
°�►- PERCOLATION TEST -_... _ .0 _.
/ / / \ CB FPP ASD MIN. 12"(� 6" MIN I I 1 " SIZE BROKEN STONE
DEEP TEST PIT IP IRON PIPE -------_ - - - - -
� REQUIRED �- ( )
_�-r�„
�� 18 MIN. TO GROUNDWATER
MONUMENT TO BE SET MON. MONUMENT �- ``'- -`'` CB / / PVC ERF OR MOTTLING
• REBAR OR DRILL HOLE TO BE SET
FILTER FENCE DRILL HOLE IN --1_� BENCH -MARK / 48" MIN. TO LEDGE
/
CATCH BASIN FRAME / CB ��
V3 p P ELEV 344.47 -- _ _ - - _ 12"X4 8" S7ov,/ L L1.ACJ=fl V G TREWCJ7
EXCAVATE
ja u it rt Irs
6'x 6 " TRENCH -
L L C.
' LAND SURVEYING N HISTORICAL LAND RECORD RESEARCH
s COMMERCIAL & RESIDENTIAL DEVELOPMENT
P.O. BOX 184 12" MIN.
179 PACHAUG RIVER DRIVE DEPTH
GRISWOLD, CONNECTICUT 06351
TELEPHONE (860) 376-2006
FAX (860) 376-5899
O 2008 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 1S 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.
UNDISTURBED
GROUND
SEDIl.MEN'ZJFEXCE DEI,V.0
NOT TO SCALE
20
GRAPIC SSCALE "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS
Io zo 40 so NOTED HEREON."
(
IN FEET )
1 inch = 20 ft. 70016
08JOHN FAULISE :!'R. L.S. LICENSE NO. DATE
NOT TO SCALE
l`AfPR0TE:A4EJVq_` LOC1q_VrlON
T-OPOGRAPHIC SUR/VEY
PREPARED FOR
S9__049VEJTEf)VGE PTILARS'l LLC
FAWN'S MEADOW ROAD (LOT J/3)
MONT-ILLE, CONNECTICUT
����1' SCALE: 1"=20' APRIL 2008 JOB I.D. N0. 06-1450 -LOT f/3