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PROPOSED'y �' I SET POSTS /EXCAVATE
_- S' 8 4 5 ~1 PROPOSED WELL \ Z
• I G" X G" TRENCH / SET POST
LLLLJJJJ N I DRIVEWAYe/ WIRE FENCING DOWNSLOPE/STAPLE WIRE MESH
\ i i '� FILTER FABRIC FENCING TO POSTS / ATTACH FILTER O
\ ' I FABRIC TO FENCING / EXTEND INTO FRENCH
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- P BACKFILL TRENCH / COMPACT EXCAVATED SOIL
�, ., , ,/S 7 J COMPACTED BACKFILL 1001
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-- — — PROPERTY LINE
BUILDING SETBACK• FRONT REAR Ac SIDE AS MARKED 1to
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TRENCH CUT CO
STONE WALL ! _ — \ / 2" X 4" X 5' STAKES DRIVEN �,
.- G" TO 8" DEEP s ' tt I Qa
x x x x® WIRE FENCE I 5�Y' — — ' I INTO GRAPE 12" MIN.,
G" TO 8" WIDEIN
1 \ SET 8' TO I O APART. AND
-- ._ q0
SILT FENCE OR HAY BALES E - __ _ 75, \ FOLD FABRIC UP SLOPE o
PPOP05Ep NOUS / CANTED I 0 INTO SLOPE (Z) � 0 V
1 3 BEDEO` SILT FENCE
--------------500 ---- - EXISTING CONTOUR -_ _.. _ .._._-_._ �� \ GAPfL.= 170.0 �Q-.�a
DESIGN NOTES: - _ __.__..' 1 \ y STEL.= 17' '11 �. o
EDGE WOODS OR CLEARING I �`
1. ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT L �` �� M Cq W
• PROPOSED CLEAR LIMITS lx W �,
PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANITARIAN. 1 � Inv. = 1 G8 5 '� 1
O �
cc 0
® ANGLE POINT 2. PERCOLATION RATE FOR DE51GN: 10-20 MIN PER INCH 1000 "�O� _ 7 3 In pEGK %
GA>, Inv. I G t j 4' f/
£' I \ — 167.05 0U � 1 2 X I
Q IRON PIN OR PIPE FOUND DEPTH TO RESTRICTIVE LAYER :NONE Inv. I w E; CO
I
ID MONUMENT 3. REQUIRED EFFECTIVE LEACHING AREA FOR 3 BEDROOM HOU5E = G75 5F. i ---__ ---- v ` 1 �� p U ^ Cq
ENT FDUND 2 ' ,, Cq
'F4� � �o
Q DRILL HOLE FOUND 4. PROVIDED - 225 LF 3' WIDE TENCHES = G75 5F 47' LF.4"ASTM �PI
IRON PIN TO BE SET 5 8" REBAR 5• THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE
D 1 785 5( -,HA, _. _ _ cd
CAPACITY (+ 100 GALLONS), DISCHARGE TYPE BATHTUBS. RESIDENTIAL--
■ HUB & NAIL SET ON PROP. LINE ;' — —
GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE ,_._. � ___ �- (O LOT 5
-IF
•� DRILL HOLE TO BE SET EVENT THAT SUCi1 AN INSTALLATION 15 CONTEMPLATED FOR THE ;' — IF Cp '' w
PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING _ �` ' I N
o SURVEYOR CONTROL POINT FIELD CAPACITY WILL BE REQUIRED. i _ — t — __ — ✓ f O �
n n n WETLANDS LOCATION �� _ — rf — --
G. THE DE51GN SHOWN HEREON CONFORMS TO ALL APPLICA13LF STATE AND LOCAL HEALTH _ -- - _ _ —
_ 50' WETLANDS BUFFER CODE REQUIREMENTS AND TO GOOD ENGINEERING PRACTICE. WE CAN NOT GUARANTEE � � 1 R�95 FV f-
AGAINST FAILURE DU` TO IMPROPER INSTALLATION, IMPROPER MAINTENANCE OR TO 0 r H -� /I'j� my 164.0` �. NIF KELIZABET171
s ` -_ r V {
NATURAL PHENOMEN4 BEYOND THE 5COPE OF NORMAL FIELD INVESTIGATION. , it .. •• +�! *'J' - 'I'� •• -- -- - _ _ so i� ""'
LOT 1 f� l �._' e �•_�_ �—� ••_ � � _ • --
7. A 1000 GALLON, 2 COMPARTMENT SEPTIC TANK 15 REQUIRED. • - - _ _tX
PROVIDED WITh AN OUTLET FILTER DEVICE (TUF-TITS--EF--4 - r ° - • • - • _, - - _ �O
OR APPROVED EQUAL) T -�
USI � � � � —• —•_s —
N/F ASCARE ALAN F. �� ,'� ,,•' - -- ___--____ I
PERC TEST DATA OBSERVED BY
UNCAS HEALTH DISTRICT 3/3/06 do 4/13/06 & ALICIA M. 0 'IN � � � _ _ � •
. I � -- ---- -- _�� MAP REFERENCE.
PERC 6CI / I •' • 2 "
MQVWCa OF ACrr0 - HOUS7 LOP DRULOPYa IT � e 1 . BOUNDARY PLAN PREPARED 10R HORACE UNDO, SHOWING
TIME READING CHANGE �,�'VWD TIME SEPTIC 5Y5TEM CONSTRUCTION NOTES: l I i s EXISTING STONEWALL
1:57 3 1/4 O 1. LIMITS OF DISTURBANCE: Upon approval of indwiduatsite plan ' f REVISED BOUNDARY LINE OF LOT 2, 4 DAISY HILL ROAD,
2:02 3 7/8� 5/81" each proposed structure. Disturbance limits shall be bounded by staked hay 5 development, the lima d m CONSTRUCTION SEQUENCE: TP 8 of development shall be estabhshethe field for / SEPTIC AREA BE REMOVED FROM — MONTVI LLE,CT", SCALE 1 "=30', SHEET I O1 1, JOB NO.
2:12 4 5/8 3/4 10 � ` � •
� SE1
mom
2:22 5 1/2» 7/8» 10 bales or 5dt fence. ,'� (P : 2018-1 17, 1ILE NO. LI 18 1 1 7, DATED 1 2-1 2-1 8, BY ROB
2.32 6 1/8- 5/8- 10 2. EROSION CONTROLS: Area to be disturbed shall be bounded by staked r f BENCH MARK SET i
2,42 6 3/4" 5/8" 10 hay bales or silt fence. All erosion controls, including silt fence and ° / I G"OAK 1 { • H ELLSTROM LAND SURVEYING, LLC.
anti -tracking pad shall be installed and inspected by the end use ZEO and D. LOAM FINE GRADE TO FINISHED GRADE AND SEED. PROTECT DISTURBED AREAS ELEV= 16 .30 C)2 . "SITE PLAN -SITE DEVELOPMENT PLAN KAYE PROPERTY NEW
RATE = 10.1-20 MIN/PER INCH Wetland Agent prior to stumps being pulled, grubbing, or excavation. The '
DEPTH 30" PRESOAK f2 HOUR ZEO and Wetland Agent may modify the erosion control "utrement based WITH EROSION CONTROLS UNTIL FRST MOWING. i '` 0 �: LONDON TURNPIKE ROUTE 85 * DA15Y �HILL DRIVE,
on field conditions so as to adequately control erosion xid siltation from the
Site. THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA 1 -�'--- j ® MONTVILLE CT" SCALE I " = 40' SHEET 3 JOB NO. 285 1-01
PERC % 3. TREES CLEARED: Trees shall be cleared and cut to r h and stacked or ° 1 ® '
MINS.) removed from the site. Then the pulling of stumps, grubbing and/or HEAVY CAST IRON, DUCTILE IRON OR EXTRA STRENGTH PVC ASTM • 50,E °
TIME READING CHANGE ELAPSED TIME i � DATED 5-5-2006, REVISED TO 8-1 G--2007 BY MILONE �
1:48 3 1/2y 0 " — excavation shall begin. g � D 1785 SCHD 40 OR APPROVED EQUAL. I .BU.FF�R•�S � •` ; MACBRooM.
4. STONE WALLS: All existing stone walls that will be re ed due to
1:53 4 7/8 1 3/8 5 street, driveway, house, septic system or other site construction shall be „ • � •
1:58 5 1/4- 3 8 5 rebuilt elsewhere on the property, or the stones shall beused to enhance ALL D15TK15UTION PIPE IS TO BE ASTM D3034 SDR 35 (4 PVC) OR — 3. "SUBDIVISION MAP, KAYE PROPERTY, NEW LONDON
2:03 6 1/4- 1 " 5 other existing walls on property. APPROVED EQUAL UNLE55 NOTED. i • tin TURNPIKE ROUTE 85 DAISY HILL DRIVE, MONTVILLE,CT",
2,13 6 7/8" 5/8 10 5. DRIVEWAYS: All driveway and driveway shoulders shad be stripped, l 1 j •
/ railed as shown on Ian, and raveled. All driveway sh Iders shall be •
SCALE. 1 "=40' SHEET 3014 DATED 4-27-2006 REVISED TO
2:28 $" 1 1,�8" 15 g p g y �' SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED • •
2,43 8 7/8" 7/8' 15 stabilized immediately upon grading, either by diverting rwoff, mulching, or
i 8-1 G-07, BY MILONE * MACBROOM.
seeding and hay bales, silt fence or other approved meawres the same day GRAVEL OR BROKEN STONE ON COMPACTED SUBGRADE. e , •
RATE = "10.1-20 MIN/PER INCH that cuts are made. 4. "SUBDIVISION MAP, KAYE PROPERTY, NEW LONDON m
DEPTH 26 PRESOAK t2 HOUR I TOPSOIL: All topsoil shall be stnpped and saved in anorea as shown on THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75' OF THE I _+ _ I
the plan or as approved by the Planner and Wetland Agent. Topsoil shall not .j_ � 1 TURNPIKE ROUTE 85 * DAISY HILL DRIVE, MONTViLLE,CT",
be removed from the site except as in compliance with the Zoning 5EPTIC SYSTEM AS SHOWN ON THIS PLAN. - ^^
Regulations. Y SCALE: 1 _ -40 , SHEET 1014, DATED 5-5--2006, REVISED TO g Lu z
7. CONSTRUCTION DISTURBED AREA: Excavation and donstruction shall APPROVED STONE AGGREGATE FOR LEACHING TRENCHES SHALL BROKEN • • _ _ ° _ - O
UNCAS HEALTH DISTRICT commence following inspection and approval of erosion control and 8 I G 07, BY MI LONE MACBROOM.LU
construction of the driveway. The disturbed area shall beeo as to contain STONE, CRUSHED STONE, OR SCREENED GRAVEL MEETING CT DOT FROM 1 n U 0 � �
runoff within the lot to the greatest extent poss1ble. 14A SPECIFICATION FOR M.01 .01 FOR NO. 4 STONE: \ ` �My, 5. SITE DETAILS, KAYE PROPERTY, NEW LONDON TURNPIKE a z 1 -
TESTTEST
HOLE DATA 8. SITES IN WINTER: When a site will be open during the W nter months, Q \ — W
• ROUTE 85 * DAISY HILL DRIVE, MONTVILLE,CT", SCALE: 1 "=40', z = o
OBSERVED BY U.H.D & ILONE & MACBROOM INC. rough grading and 4-G inch mulching must occur prior tctonstruction m THE DEPTH OF THE TRENCHES SHALL NOT EXCEED 36" INTO ORIGINAL t \
order to minimize erosion and uncontrolled runoff. , 1 o TRENCH 3 SHEET G, DATED 5-5-200G, REVISED TO 7-7-07, BY MILONE 0 6
9. DRAINS: Foundation and curtain drains shall be mstall as shown on the GRADE. TRENCH I TRENCH 2
11
DATES 3-3-06 & 4-13-06 r o
approved plan. Any changes to the location of the dram#or the additions r �j MACBROOM . >001
—
of any drams shall be approved by the Wetlands Aru
gent rpr to installation. ° \ EG • * f • G • 1 70.0 EG • *F. G . I G9 .0 EG • *E • `•' • I G( ' O I ° ct� > m
TEST HOLE #6
10. COMPLETE SITE WORK: Finish grading shall occur a5pon a5 po551ble �� G."SITE PLAN -SOIL EROSION AND SEDIMENT CONTROL KAYE
��>
on all lots where there ts potential for erosion and for de�•adation of '1� V OT . I G5.0 130T. I G7.0150TPROPERTY, NEW LONDON TURNPIKE (ROUTE 8 5) * DAISY HILL In Q I
" wetlands and watercourses. Lots shall be finish graded, /eeded with
0 - 18 TOPSOIL --,. _ ���� `�
�� perennial grasses suitable for the respective amount of �n or shade and INV.
• ( /` Q `O " �� 0Z 0 U_ U 0 O
18 -37 BROWN SANDY LOAM � INV. I G9.0 V bCJ INV. 167. DRIVE, MONTVILLE,CT. SCALE I -40, SHEET 4, JOB ® ,U �
mulched prior to Certificate of Zoning Compliance. '
.� 1 1. FINAL STABILIZATION: Erosion controls shall be mom coed on the lot as • NO. 285 1-01 , DATED MAY 5, 2006, REVISED TO 7 -7 -OG, BY Q 0 o 0
37 -95 SAND AND GRAVEL
long as they are needed to control erosion and sedimen ion. � �I o • 1=1OW I G9.25 O. 1= • I G(5.25
WATER ®90"
12. Et5 CONTROLS.- All EtS controls shall be inspected a daily basis and • • M I LON E MACBROOM
ED Oz z
maintained as necessary until all disturbed areas are perrunently i 2 �(
NO LEDGE re-vegetegated or otherwise stabilized. The responsibili of such • • >- inspection shall be that of \ m
NO MOTTLING p . ; ® I 1
\ MAP STANDARD NOTES r= o
TEST HOLE
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13-86"
BROWN SANDY LOAM
SAND AND GRAVEL
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WATER ®76
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3
NO LEDGE
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(S)
NO MOTTLING
Z
; r
°
TRENCH CUT CO
STONE WALL ! _ — \ / 2" X 4" X 5' STAKES DRIVEN �,
.- G" TO 8" DEEP s ' tt I Qa
x x x x® WIRE FENCE I 5�Y' — — ' I INTO GRAPE 12" MIN.,
G" TO 8" WIDEIN
1 \ SET 8' TO I O APART. AND
-- ._ q0
SILT FENCE OR HAY BALES E - __ _ 75, \ FOLD FABRIC UP SLOPE o
PPOP05Ep NOUS / CANTED I 0 INTO SLOPE (Z) � 0 V
1 3 BEDEO` SILT FENCE
--------------500 ---- - EXISTING CONTOUR -_ _.. _ .._._-_._ �� \ GAPfL.= 170.0 �Q-.�a
DESIGN NOTES: - _ __.__..' 1 \ y STEL.= 17' '11 �. o
EDGE WOODS OR CLEARING I �`
1. ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT L �` �� M Cq W
• PROPOSED CLEAR LIMITS lx W �,
PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANITARIAN. 1 � Inv. = 1 G8 5 '� 1
O �
cc 0
® ANGLE POINT 2. PERCOLATION RATE FOR DE51GN: 10-20 MIN PER INCH 1000 "�O� _ 7 3 In pEGK %
GA>, Inv. I G t j 4' f/
£' I \ — 167.05 0U � 1 2 X I
Q IRON PIN OR PIPE FOUND DEPTH TO RESTRICTIVE LAYER :NONE Inv. I w E; CO
I
ID MONUMENT 3. REQUIRED EFFECTIVE LEACHING AREA FOR 3 BEDROOM HOU5E = G75 5F. i ---__ ---- v ` 1 �� p U ^ Cq
ENT FDUND 2 ' ,, Cq
'F4� � �o
Q DRILL HOLE FOUND 4. PROVIDED - 225 LF 3' WIDE TENCHES = G75 5F 47' LF.4"ASTM �PI
IRON PIN TO BE SET 5 8" REBAR 5• THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE
D 1 785 5( -,HA, _. _ _ cd
CAPACITY (+ 100 GALLONS), DISCHARGE TYPE BATHTUBS. RESIDENTIAL--
■ HUB & NAIL SET ON PROP. LINE ;' — —
GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE ,_._. � ___ �- (O LOT 5
-IF
•� DRILL HOLE TO BE SET EVENT THAT SUCi1 AN INSTALLATION 15 CONTEMPLATED FOR THE ;' — IF Cp '' w
PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING _ �` ' I N
o SURVEYOR CONTROL POINT FIELD CAPACITY WILL BE REQUIRED. i _ — t — __ — ✓ f O �
n n n WETLANDS LOCATION �� _ — rf — --
G. THE DE51GN SHOWN HEREON CONFORMS TO ALL APPLICA13LF STATE AND LOCAL HEALTH _ -- - _ _ —
_ 50' WETLANDS BUFFER CODE REQUIREMENTS AND TO GOOD ENGINEERING PRACTICE. WE CAN NOT GUARANTEE � � 1 R�95 FV f-
AGAINST FAILURE DU` TO IMPROPER INSTALLATION, IMPROPER MAINTENANCE OR TO 0 r H -� /I'j� my 164.0` �. NIF KELIZABET171
s ` -_ r V {
NATURAL PHENOMEN4 BEYOND THE 5COPE OF NORMAL FIELD INVESTIGATION. , it .. •• +�! *'J' - 'I'� •• -- -- - _ _ so i� ""'
LOT 1 f� l �._' e �•_�_ �—� ••_ � � _ • --
7. A 1000 GALLON, 2 COMPARTMENT SEPTIC TANK 15 REQUIRED. • - - _ _tX
PROVIDED WITh AN OUTLET FILTER DEVICE (TUF-TITS--EF--4 - r ° - • • - • _, - - _ �O
OR APPROVED EQUAL) T -�
USI � � � � —• —•_s —
N/F ASCARE ALAN F. �� ,'� ,,•' - -- ___--____ I
PERC TEST DATA OBSERVED BY
UNCAS HEALTH DISTRICT 3/3/06 do 4/13/06 & ALICIA M. 0 'IN � � � _ _ � •
. I � -- ---- -- _�� MAP REFERENCE.
PERC 6CI / I •' • 2 "
MQVWCa OF ACrr0 - HOUS7 LOP DRULOPYa IT � e 1 . BOUNDARY PLAN PREPARED 10R HORACE UNDO, SHOWING
TIME READING CHANGE �,�'VWD TIME SEPTIC 5Y5TEM CONSTRUCTION NOTES: l I i s EXISTING STONEWALL
1:57 3 1/4 O 1. LIMITS OF DISTURBANCE: Upon approval of indwiduatsite plan ' f REVISED BOUNDARY LINE OF LOT 2, 4 DAISY HILL ROAD,
2:02 3 7/8� 5/81" each proposed structure. Disturbance limits shall be bounded by staked hay 5 development, the lima d m CONSTRUCTION SEQUENCE: TP 8 of development shall be estabhshethe field for / SEPTIC AREA BE REMOVED FROM — MONTVI LLE,CT", SCALE 1 "=30', SHEET I O1 1, JOB NO.
2:12 4 5/8 3/4 10 � ` � •
� SE1
mom
2:22 5 1/2» 7/8» 10 bales or 5dt fence. ,'� (P : 2018-1 17, 1ILE NO. LI 18 1 1 7, DATED 1 2-1 2-1 8, BY ROB
2.32 6 1/8- 5/8- 10 2. EROSION CONTROLS: Area to be disturbed shall be bounded by staked r f BENCH MARK SET i
2,42 6 3/4" 5/8" 10 hay bales or silt fence. All erosion controls, including silt fence and ° / I G"OAK 1 { • H ELLSTROM LAND SURVEYING, LLC.
anti -tracking pad shall be installed and inspected by the end use ZEO and D. LOAM FINE GRADE TO FINISHED GRADE AND SEED. PROTECT DISTURBED AREAS ELEV= 16 .30 C)2 . "SITE PLAN -SITE DEVELOPMENT PLAN KAYE PROPERTY NEW
RATE = 10.1-20 MIN/PER INCH Wetland Agent prior to stumps being pulled, grubbing, or excavation. The '
DEPTH 30" PRESOAK f2 HOUR ZEO and Wetland Agent may modify the erosion control "utrement based WITH EROSION CONTROLS UNTIL FRST MOWING. i '` 0 �: LONDON TURNPIKE ROUTE 85 * DA15Y �HILL DRIVE,
on field conditions so as to adequately control erosion xid siltation from the
Site. THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA 1 -�'--- j ® MONTVILLE CT" SCALE I " = 40' SHEET 3 JOB NO. 285 1-01
PERC % 3. TREES CLEARED: Trees shall be cleared and cut to r h and stacked or ° 1 ® '
MINS.) removed from the site. Then the pulling of stumps, grubbing and/or HEAVY CAST IRON, DUCTILE IRON OR EXTRA STRENGTH PVC ASTM • 50,E °
TIME READING CHANGE ELAPSED TIME i � DATED 5-5-2006, REVISED TO 8-1 G--2007 BY MILONE �
1:48 3 1/2y 0 " — excavation shall begin. g � D 1785 SCHD 40 OR APPROVED EQUAL. I .BU.FF�R•�S � •` ; MACBRooM.
4. STONE WALLS: All existing stone walls that will be re ed due to
1:53 4 7/8 1 3/8 5 street, driveway, house, septic system or other site construction shall be „ • � •
1:58 5 1/4- 3 8 5 rebuilt elsewhere on the property, or the stones shall beused to enhance ALL D15TK15UTION PIPE IS TO BE ASTM D3034 SDR 35 (4 PVC) OR — 3. "SUBDIVISION MAP, KAYE PROPERTY, NEW LONDON
2:03 6 1/4- 1 " 5 other existing walls on property. APPROVED EQUAL UNLE55 NOTED. i • tin TURNPIKE ROUTE 85 DAISY HILL DRIVE, MONTVILLE,CT",
2,13 6 7/8" 5/8 10 5. DRIVEWAYS: All driveway and driveway shoulders shad be stripped, l 1 j •
/ railed as shown on Ian, and raveled. All driveway sh Iders shall be •
SCALE. 1 "=40' SHEET 3014 DATED 4-27-2006 REVISED TO
2:28 $" 1 1,�8" 15 g p g y �' SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED • •
2,43 8 7/8" 7/8' 15 stabilized immediately upon grading, either by diverting rwoff, mulching, or
i 8-1 G-07, BY MILONE * MACBROOM.
seeding and hay bales, silt fence or other approved meawres the same day GRAVEL OR BROKEN STONE ON COMPACTED SUBGRADE. e , •
RATE = "10.1-20 MIN/PER INCH that cuts are made. 4. "SUBDIVISION MAP, KAYE PROPERTY, NEW LONDON m
DEPTH 26 PRESOAK t2 HOUR I TOPSOIL: All topsoil shall be stnpped and saved in anorea as shown on THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75' OF THE I _+ _ I
the plan or as approved by the Planner and Wetland Agent. Topsoil shall not .j_ � 1 TURNPIKE ROUTE 85 * DAISY HILL DRIVE, MONTViLLE,CT",
be removed from the site except as in compliance with the Zoning 5EPTIC SYSTEM AS SHOWN ON THIS PLAN. - ^^
Regulations. Y SCALE: 1 _ -40 , SHEET 1014, DATED 5-5--2006, REVISED TO g Lu z
7. CONSTRUCTION DISTURBED AREA: Excavation and donstruction shall APPROVED STONE AGGREGATE FOR LEACHING TRENCHES SHALL BROKEN • • _ _ ° _ - O
UNCAS HEALTH DISTRICT commence following inspection and approval of erosion control and 8 I G 07, BY MI LONE MACBROOM.LU
construction of the driveway. The disturbed area shall beeo as to contain STONE, CRUSHED STONE, OR SCREENED GRAVEL MEETING CT DOT FROM 1 n U 0 � �
runoff within the lot to the greatest extent poss1ble. 14A SPECIFICATION FOR M.01 .01 FOR NO. 4 STONE: \ ` �My, 5. SITE DETAILS, KAYE PROPERTY, NEW LONDON TURNPIKE a z 1 -
TESTTEST
HOLE DATA 8. SITES IN WINTER: When a site will be open during the W nter months, Q \ — W
• ROUTE 85 * DAISY HILL DRIVE, MONTVILLE,CT", SCALE: 1 "=40', z = o
OBSERVED BY U.H.D & ILONE & MACBROOM INC. rough grading and 4-G inch mulching must occur prior tctonstruction m THE DEPTH OF THE TRENCHES SHALL NOT EXCEED 36" INTO ORIGINAL t \
order to minimize erosion and uncontrolled runoff. , 1 o TRENCH 3 SHEET G, DATED 5-5-200G, REVISED TO 7-7-07, BY MILONE 0 6
9. DRAINS: Foundation and curtain drains shall be mstall as shown on the GRADE. TRENCH I TRENCH 2
11
DATES 3-3-06 & 4-13-06 r o
approved plan. Any changes to the location of the dram#or the additions r �j MACBROOM . >001
—
of any drams shall be approved by the Wetlands Aru
gent rpr to installation. ° \ EG • * f • G • 1 70.0 EG • *F. G . I G9 .0 EG • *E • `•' • I G( ' O I ° ct� > m
TEST HOLE #6
10. COMPLETE SITE WORK: Finish grading shall occur a5pon a5 po551ble �� G."SITE PLAN -SOIL EROSION AND SEDIMENT CONTROL KAYE
��>
on all lots where there ts potential for erosion and for de�•adation of '1� V OT . I G5.0 130T. I G7.0150TPROPERTY, NEW LONDON TURNPIKE (ROUTE 8 5) * DAISY HILL In Q I
" wetlands and watercourses. Lots shall be finish graded, /eeded with
0 - 18 TOPSOIL --,. _ ���� `�
�� perennial grasses suitable for the respective amount of �n or shade and INV.
• ( /` Q `O " �� 0Z 0 U_ U 0 O
18 -37 BROWN SANDY LOAM � INV. I G9.0 V bCJ INV. 167. DRIVE, MONTVILLE,CT. SCALE I -40, SHEET 4, JOB ® ,U �
mulched prior to Certificate of Zoning Compliance. '
.� 1 1. FINAL STABILIZATION: Erosion controls shall be mom coed on the lot as • NO. 285 1-01 , DATED MAY 5, 2006, REVISED TO 7 -7 -OG, BY Q 0 o 0
37 -95 SAND AND GRAVEL
long as they are needed to control erosion and sedimen ion. � �I o • 1=1OW I G9.25 O. 1= • I G(5.25
WATER ®90"
12. Et5 CONTROLS.- All EtS controls shall be inspected a daily basis and • • M I LON E MACBROOM
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maintained as necessary until all disturbed areas are perrunently i 2 �(
NO LEDGE re-vegetegated or otherwise stabilized. The responsibili of such • • >- inspection shall be that of \ m
NO MOTTLING p . ; ® I 1
\ MAP STANDARD NOTES r= o
TEST HOLE
#7
0 - 8"
TOPSOIL
_._ -------
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8
8 - 13"
13-86"
BROWN SANDY LOAM
SAND AND GRAVEL
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WATER ®76
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3
NO LEDGE
°
PERF. PVC
°
,
NO MOTTLING
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LOT 2 �
168,282 Sq.Feet
7. 6 Acres
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1. THIS SURVEY (OR MAP) HAS BEEN PREPARED >
PURSUANT TO THE REGULATIONS 01 CONNECTICUT
\ SO, 1 STATE AGENCIES SECTIONS 20-300b- I THKU
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\�� 20-300b-20 AND THE "STANDARDS 10R SURVEYS AND
\ MAPS IN THE STATE 01 CONNECTICUT" AS ADOPTED BY
THE CONNECTICUT ASSOCIATION 01 LAND SURVEYORS,
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_ _ INC. ON SEPTEMBER 26, 1996; THE TYPE 01 SURVEY 15
TEST HOLE #8 °° _ v �•LOT
3i•�. IMPROVEMENT LOCATION SURVEY. BOUNDARY -
0 -7" TOPSOIL \ DETERMINATION IS BASED ON A RESURVEY 01C\j
7 -35" BROWN SANDY LOAM 5EP IC 5AND FILL I s \ PROPERTY AND CONFORMS TO THE A-2 CLASS OF
35-62" SAND AND GRAVEL -� -•-�- f SEPTIC •
„ / ACCURACY. �•,
62-82 WATER` - PRIMARY �' •
NO. BEDROOMS: 3 •
» — - SYSTEM AREA REQUIRED : G75 S.F. 1
WATER 0 62 PROVIDE 3 3' WIDE TRENCHES 75 L.F.= • 2. TOPOGRAPHIC 1EATURE5I1 SHOWN HEREON WERE
NO LEDGE IBR N STONE
APPD AGGREGATE 225 TOTAL L.F. PROVIDED, C75 5.F. PROVIDED •
NO MOTTLING APPAR 5EA50NAL HIGH /
GPIC UN ATER OR TOP OF LEDGE ML55 l°
RESTRICTIVE LAYER: NO MOTTLING
p /� ML5 NEED NOT BE CONSIDERED
TRENCH ETAILI FERC. RATE : 10-20MINJIN.
N.T.S.
NOTE:
LOCATION OF WETLANDS AS -
PER SUBDIVISION PLAN, MAP
REF. #5.
*%b �A� I PREPARED IN ACCORDANCE WITH CLASS T-2.
`00� � 3. THE INTENDED PURPOSE OF THIS MAP/SURVEY IS TO
� SHOW PROPOSED NEW CONSTRUCTION.
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