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N/F LAND OF 15 16
GOLEMBA 13 ( 2
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N/F LAND OF
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E SECTION 2 - MOUNTAINVIEW ESTATES _
SECTION 3 - MOUNTAINVIEW ESTATES
74 73 72 71 70 69 68 67 84
66 85
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LISA DRIVE 87
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KEY MAP
SCALE ! =200' ,:- � JR
FINAL. SUBDIVISION PLAN
ENTITLED
WOODMA- It II
II
SO. WINDSOR a ELLINGTON, CONN. SCALE : 1 200'
PREPARED FOR
MARK LAVITT,
DATE-. DEC. 12, 1985
REV. a/2 7/86
LGINEERIN & SURVEVING
67 MAIN STREET
"'� ANNEDWILLIMANTIC, CONNECTICUT
v 456-1357
84- 4 -'2
N/F- LAND OF WESTWOOD PARK, INC.
N/F LAND OF WESTWOOD PARK, INC. LOT NO. I Q
0
s 8r°`4Q'` l7.� -- 340 N/F LAND OF ST. LUKE'S CHURCH CORP
F _ 264. 36'
- VI" I.P. FND.(ON LINE)
453. 29' +
146- 05' 1' I,P FND. ^� Z ` + 350
S 0\
LOT 14 ! 3r" E ac
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309 383 SO. FT. w ~` ``- ® \ + �\ \ 356
inl a 840 41' 34" [ \
M j _ \ /
'1A ` + 3.47, 1 1" I.P FND.
s 101°-06'-40" I T. ! I ` -.-._._ _,. �oc _ _� _ 105.pp1 S 63°r®p,� 1 t
48 � _.
L=86.24'
30, 192 SQ. FT. � _� LOT 16 _ � �°.�------2,�. 7s s7g.47'
/ J z1 / 186.20' 1 S 84 - 1 '-
s' _- 1 0
30 , 574 S Q. FT. \ 7 ------ - '_ - 107 __
4s" E
/bt 20 DRAINAGE EASEMENT j M - $ w I ` ll / I.P. FN06�-1$' -
O00' 39,�. s \ i �i O ' M I_ \, ran LOT
_ '� , N ' ! LOT
A = 340-41 ' 41" a0 :o 1 30, 210 SQ. ,FT. " o \; I
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qt L= 30. 28' i o I a >n \ 1 a, �`` i , 31 , 131 SQ. FT. ='
- LOT 3 I \ c' w 1 - , 31 , 077 1 SQ. FT. ��
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30 453 SQ. FT. 50.00'
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! o 41 ; LOT 4
en / ' PD`�s + ems' - -�_- � o, r
N 5� R -�.___1 L__._-..- - - -` ------ - ® ® A = 6 30'- 21" \ -- -� , ` / o� / i ,� % / 41, 214 S Q Ft
L= 91.22'
c-OE i CURVE E �• \ L» 152.16' �-- 2
L= 79.53' i N 7 0
2 '00_00,. ■ ,' CURVE G 75_I00' �, ■f _._. . -� ! \ '�� r
/ 120 t38_00 ■ N 88° - 21r- 28 Y!
\® - 2f�- 28 '� W ` 150.00, i 1 \ t fIn
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2A4
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vi 0 0 o \ 1 0 0 o , CURVE A ~ ■"30- - p =5�°_47 59" N M
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Ot O L= 20.58 Op• \ N T o - - -
j o O _ S 8$ _21 -2$ E■ _ -00" 0O' _ ' I
0'h � ■`� _- S 880- 21'_26"E, ® _150.00_ , ■� T5. w
O ®"" 71.37 CURVE G • 120 �r • Q 71 °-37'- 15"
Is' - rr --- - 78.63 \ /ly 00• ® ` �T V= 62.50 / I
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N 88' 40 y
_ - ® \ \t L=153. 24' _ 0 ,
139.08 / 20` DRAINAGE EASEMENT _ Q = 7°-1`,-30�' gs 00-:"
L = 95.001 � 120. 111
/ / \ ` LL,�GTO -tAIDSQR 65-� CURVE B ® S 80°` 46f-09" E (!�
W LOT I ( Ir f I + \ SO
178.06'
o �_.._ 43, 373 SO. FT. ;r,, 4�, LOT 0 + \ S
70 f Lw 33 , 8 13 SQ. FT. �' I �a= 7+°- 37- 1 "
O a - LOT 12 / �` �j1' � �~``-- \ TOWN LINE MONUMENT FOUND i \ 1 _�. �rs / L = 62.50' { Q
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0 °' ► 37, 86 2 SO. F'T. `l 1 '' L0 T 8 o I� A = 76° 20'-16" 11 R
Z 31 i 1 L = 6 .62 , 0
Q ° , - = 3 LOT 9 CARVE o , , t ; w
Z �-�- -, ' 43 , 450 Q. FT. ` I � ` CC
/ `� ;r, J / nt� 4 433 SQ. FT. 31 �z F
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N / c LIMITS OF WETLANDS AS �. 30 644 SQ. FT. -n ~ �- -- ---� - J
r � DELINEATED [3Y SOIL SCIENTIST �� l Iry � 20'DRAINAGE EASEMENT
OD
CURVE C , ` \ 'z i , A r -
E i 15 FOOTING DRAIN 179.09
DRAINAGE
` EASEMENT ! , _ J
DRAINAGE EASEMENT _ - 222. 36 462.86
1�3
' 80.16' 63.24 S 880-55 -05 w - -
r 283-J3 52. 64 4 342
/ 130.00` r 10.00 _ __ - -.
104.19`` � \
150.01' - p$`-30" W , 869.17' ` N/ F LAND OF
• � JEAN MARC JACQUES
326 N/F LAND OF �
/ 25' DRAINAGE EASEMENT '
DART HILL REALTY FINAL SUBDIVISION PLAN
328 330 340
CURVE "A"
ENTITLED
SOUTH STREET LINE CENTERLINE NORTH STREET LINE CURVE "B" I !
o= 17 21 -28 17 21 -28 17 21 28 0- 481-11 ' -22"
zz� woo ufflmr" m 1pi
R= 753 .38 ' 778.38 ' 803. 38 ' R= 25.00 '
® MONUMENT TO BE SET SOUTH WINDSOR & ELLiNGTON, CONNECTICUT SCALE r " = 40'
L= 228.24 ' 235.81 ' 243. 38 ' L= 21.03 ' '
T= 115.00 ' 118.82' 122. 63 ' T= 11.18 ' • I_P. To BE SET
CH= 227.371 234.91 ' 242 .46 ' CH= 20 .41 '
PREPARED FOR
0 I.P. FOUND
Ill A
MARK LAVITT
CURVE' "C" CURVE "D" DATE= APRiL 19, 1985
.WEST STREET LINE EAST STREET LINE WEST STREET LINE CENTER LINE EAST STREET LINE,
REVISED DEC. 12, 1985
REVISED FEB. 27, 1986
o= 220-20 '-34" 26°-39 -29" + . „ 1 _ „ °_ "
o= 42 37 48 42 37 48 42 37 48
R= 195.04 ' 245.04 ' R= 250. 00 ' 225.00' 200 .00 '
L= 76.,06°'. 114.01 ' L= 186 . 01 ' 167. 41 ' 148. 81 '
.T= 3&;52 58.06 ' T= 97. 55 ' 87 .79' 78. 04 '
CH= 75.58 ' 112. 98 ' CH= 181 .75 ' 187 .79 ' 145. 40 '
SHEET 2. OF e
CURVE "E" I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE
CURVE "F" STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS ^ �+
o- 70°-31' -43" CURVE "G" OF ACCURACY OF SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE C$INI�J�I�INCi SUI�VEYI1�Tt�
R= 25.00 '
SOUTH STREET LINE CENTERLINE NORTH STREET LINE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 1
L= 30.774 o= 16°-21 '-28" 16°-2J. ' 28-" 16o-2l ' -28" o= 90°-00' -00"
R.L.S. 9502
67 MAIN STREET
T= 17.68 ' R= 250 .001 225.00 ' 200. 00 ' R= 25. 00'' MICHAEL DILAJ
CH= 28.87' L= 71.37 ' 64 .24 ' 57. 10 ' L= 39. 271
T= 71.13 ' 32.34 ' 28 . 74 ' CH= 35. 36 '
CH= 71 .13 ` 64 .02 ' 56. 90 '
WILLIMANTIC, CONNECTICUT
456-1357
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. sY TI GENERAL NOTES
' 1 42° R.C.C.E.
, F.L.318.5 .'.
r ENTIRE PARCEL IS, TREED -WITH MATURE GROWTH.
• • TREES TO BE' REMOVED ONLY WHEN ABSOLUTELY PATE ApRIL Is, 19135.
REQUIRED REVISED FEB. 27, 1986
i - *- ALL BRUSH: TO BE CHIPPED ON SITE, STUMPS -
. al ` SHAIZ BE. BURIED' ONLY ALONG SIDEYARDS. i
`` \., BETWEEN LOTS
N Io �� .�i * .10 a YR FLOOD DOES NOT. AFFECT ANY LOTS .
I' .�� �� WITHIN TRI-S SUBDIVISIONS. ,
. N % � _ - ��"� * SEE SHEET 6 OF 6' FOR CONSERVATION PLAN 1 $HEFT 3 OF 5 - `,
I -- _ / - NARRATIVE AND DETAILS:, •.•,.I
:r �� xls-rINU fzp DRIVE . ,
- ' . u LI S A I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WIT THE
• o STANDARDS OF A CLASS A-2 SURVL"Y AS DEFINED IN THE CODG OF PRACTICE FOR ST�aNDARDS EI EE I t3 (_
,;.y... :. OF ACCURACY ,OF SURVEYS AND MAPS, ADOPTED DECE[�7BER 10, 1975 AS AMENDED BY THE
P..k -
,i�, CONNE(?TICUT ASSOCIATION OF LAND SURVEYORS , INC. -
P ,y .. . . - R.L.s. 9 s a 67 MAIN STREET;.
;.'.as0 ,'. . l MICHAEL DILAJ NECTICUT # !a
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FAbF-tG �oT EROSION AND SEDIMENTATION CONTROL NOTES 4 . ANY ADDITIONAL STOCKPILING OF LUMBER AND BUILDING MATERIALS SHOULD ALSO'
t ti Pv s-rS To
'`,Nc:, `x'R-+-+'� tT BE CONFINED TO THE AREA OF DISTURBANCE. SIMILARLY, VEHICULAR MOVEMENT
8'
THIS CONSTRUCTION PLAN PROPOSES EROSION CONTROL MEASURES WHICH WILL PERFORM ONE SHOULD BE DIRECTED TO ESTABLISHED PARKING AREAS. DEVELOPMENT OF SEWAGE
�VJ=R STSZV�T J+`" .ti OR MORE OF THE FOLLOWING FUNCTIONS; MINIMIZATION OF SOIL EXPOSURE, CONTROL OF DISPOSAL LEACHING AREAS, IF' APPLICABLE, SHOULD BE STAGED TO FOLLOW HOUSE
RUNOFF, SHIELDING OF THE SOILS AND BINDING OF THE SOILS. PROPER EROSION SITE PREPARATION. ONLY THE PRIMARY LEACHING SYSTEM NEED I3E CLEARED OF
MANAGEMENT WILL MINIMIZE THE EROSION, BUT IT MUST BE- UNDERSTOOD THAT ONLY EXISTING VEGETATION IN COORDINATION WITH THE APPROVED SEPTIC SYSTEM DESIGN.
"REASONABLE" EROSION CONTROL CAN BE EXPECTED. THUS, EVEN WITH THE BEST PLAN, RESERVE AREA SHOULD REMAIN UNDISTURBED IF SITE CONDITIONS PERMIT.
SOME EROSION MUST BE ANTICIPATED. SEDIMENTATION CONTROLS ARE THE SECONDARY LINE
OF DEFENSE ON THE CONSTRUCTION SITE. 5 . ONCE THE PROPOSED STRUCTURE IS ENCLOSED, ALL EFFORTS SHOULD BE MADE TO
COMPLETE ON SITE IMPROVEMENTS SUCH AS WELLS, FOOTING DRAINS, SEPTIC SYSTEMS ,
�.'•• � -ova/ � � "WINGED"r — TO PREVENT SEDIMENT FROM LEAVING THE SITE, TECHNIQUES SUCH AS WINGED FABRIC DRIVEWAYS, ETC. . THEREAFTER, ALL RAW SOIL AREAS SURROUNDING THE HOME SITES
I+= SILT FENCE CHECK GAMS, ' FiAY BALES INSTALLED AND MAINTAINED AROUND ALL CATCH • SHOULD BE FINE GRADED AND MULCHED.
set
-
+lul' BASINS , FABRIC SILT FENCE/LEVEL SPREADERS AND SEDIMENTATION PONDS MAY BE USED.
``1 11'�`,��';' t y "_'►+" ` I'�` ilr= - E GENERAL NOTES
DUST CONTROL, IF DETERMINED TO BE .REQUIRED DURING THE WEEKLY INSPECTIONS, SHALL
WtTt1 BE ACHIEVED BY THE AP.?LICATTON OF ANIONIC OR CATIONIC ASPHALT EMULSIONS, LATEX SEED BED PREPARATION
EMULSION OR RESIN IN WATER. FOR APPLICATION RATES AND DILUTIONS REQUIREMENTS,
REFER TO MANUFACTURER' S GUIDELINES. THE EXPOSED SOIL SURFACF � SHOULD BE FINE GRADE AND RAKE SOIL SURFACE TO REMOVE STONES LARGER THAN 2 INCH DIAMETER.
b . MOISTENED PERIODICALLY WITH ADEQUATE WATER TO CONTROL DUST, BUT WATER SHALL NOT INSTALL NEEDED EROSION CONTROL DEVICES SUCH AS SURFACE WATER DIVERSIONS. APPLY
BE RELIED ON EXCLUSIVELY. LIMESTONE AT A MINIMUM RATE OF 2 TONS PER ACRE OR 90 LBS PER 1000 SQUARE FEET.
FERTILIZE WITH 10 -10-10 AT A RATE OF 300 LBS PER ACRE OR 7 .5 LBS PER 1000 SQUARE'
AFTER EACH STORM EVENT OR ONCE A WEEK, ALL SEDIMENT AND EROSION CONTROLS WILL BE FEET. WORK LIME AND FERTILIZER INTO SOIL UNIFORMLY TO A DEPTH OF 4 INCHES WITH .
INSPECTED BY THE ENGINEER OR ENVIRONMENTAL SUPERVISOR. ANY CORRECTIVE MEASURES A WISK, SPRINGTOOTH HARROW OR OTHER SUITABLE EQUIPMENT FOLLOWING THE CONTOUR
TO MITIGATE ENVIRONMENTAL CONCERNS WILL BE ORDERED AT THAT TIME. THERE WILL BE LINES.
150 FEET OF SILT FENCE WITH THE REQUIRED POSTS ON HAND FOR EMERGENCY SITUATIONS.
SEED APPLICATION
EXCAVATIONS WHICH MUST BE DEWATERED WILL BE PUMPED INTO AN ACTIVE DRAINAGE
SYSTEM OR DISPERSED INTO AN UNDISTURBED AREA. APPLY GRASS SEED MIXTURE BY HAND, CYCLONE SEEDER OR HYDROSEEDER. INCREASE SEED
MIXTURE BY 10 PERCENT TF HYDROSEEDING. LIGHTLY DRAG OR ROLL THE SEEDED SURFACE
DEBRIS AND OTHER WASTE GENERATED FROM EQUIPMENT MAINTAINENCE AND CONSTRUCTION TO COVER SEED. SEEDING SHOULD BE DONE BETWEEN APRIL 1 AND JUNE 1 , OR BETWEEN
WILL NOT BE DISCARDED ON THE SITE. AUGUST 15 AND OCTOBER 15 . IF SEEDING CANNOT BE DONE DURING THESE 'T'IMES, REPEAT
MULCHING PROCEDURE UNTIL SUCH TIME AS SEEDING CAN TAKE PLACE. THE TYPE OF SEED
IN THE EVENT OF CONFLICT BETWEEN THESE PLANS AND OTHER REGULATIONS, THE MORE MIXTURE SHALL BE DETERMINED FROM FIGURES 6-2 AND 6-3 OF THE "CONNECTICUT
STRINGENT SHALL APPLY. GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" .
50'- 0 FIGHT OF WAY HOUSE SITE DEVELOPMENTS MULCHING
'•
IN ADDITION TO THE RECOMMENDATIONS FOR THE CONSTRUCTION PHASE OF THE IMMEDIATELY FOLLOWING SEDDING, 'MULCH THE SEEDED SURFACE WITH STRAW OR HAY AT A
DEVELOPMENT, THE FOLLOWING PROCEDURES FOR INDIVIDUAL LOT DEVELOPMENT ARE ALSO RATE OF 1 . 5 TO 2 TONS PER ACRE. SPREAD MULCH BY HAND OR MULCH BLOWER. PUNCH
` RECOMMENDED. MULCH INTO SOIL SURFACE WITH TRACK MACHINE OR DISH HARROW SET STRAIGHT UP.
MULCH MATERIAL SHOULD BE "SET" INTO SOIL SURFACE APPROXIMATELY 2-3 INCHES.
2S _ 1 . UPON APPROVAL OF INDIVIDUAL LOT PLANS, THE LIMITS OF DISTURBANCE SHOULD
'-' BE ESTABLISHED IN THE FIELD FOR ' EACH PROPOSED RESIDENTIAL STRUCTURE. DURING CONSTRUCTION IT SHALL BE THE RESPONSIBILITY MR. MARK LAVITT OF
z D DISTURBANCE LIMITS OF 25-35 FEET BEYOND THE PHYSICAL DIMENSIONS OF THE COVENTRY, CONNECTICUT TO IMPLEMENT THIS EROSION AND SEDIMENT CONTROL PLAN. THIS
J
STRUCTURE AND RELATED APPURTENANCES IS RECOMMENDED. RESPONSIBILITY INCLUDES INSTALLATION AND MAINTENANCE OF CONTROL MEASURES,
w w INFORMING ALL PARTIES ENGAGED ON THE SITE OF THE REQUIREMENTS AND OBJECTIVES OF
12 13 i2. � 2 . ALL DRIVEWAYS AND DRIVEWAY SHOULDERS SHOULD BF `r""RILIZED IMMEDIATELY THIS PLAN, NOTIFYING THE ZONING AGENT OF ANY TRANSFER OF THIS RESPONSIBILITY AND
------ __
- cnUPON COMPLETION OF ROUGH GRADING. SHOULDER SEED BED PREPARATION SHOULD FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF AND WHEN TITLE
S(010 ` FOLLOW THE GENERAL NOTES PROVIDED. HAY BALES OR FILTER FABRT"" SHOULD BE OF THE LAND IS TRANSFERRED.
F USED TO ENTRAP ANY SEDIMENT GENERATED FROM EXPOSED SOIL SURFACES. DRIVEWAY
L I z 4' CONC. WALK
QRiFS ` i 7� 4' 12• ROADBEDS SHALL BE STABILIZED WITH COMPACTED ROAD AGGREGATES AS SOON AS
uj �_ 1z - MIN G„ IVIIN. PROCESSED POSSIBLE.
BIT CURB BIT CURB I GRAVEL SUBBASE
wj POINT OF APPLICATION 3 . TOPSOIL AND EXCAVATED SUBSOIL FROM THE FOUNDATION AREA SHOULD BE
�! _
OF GRADE --------___...._-------------------------....__
` 3/81 3/B" t' 112 1' 3 STOCKPILED WITHIN THE AREA OF DISTURBANCE IF NOT USED FOR ONSITE REGRADING. MICHAEL DILAJ, P. E. CONN. REG. 49502
LOPE VARIES EACH STOCKPILE MUST BE ADEQUATELY RINGED WITH SEDIMENT CONTROL MATERIALS
/ / ' (i.e. , HAY BALES AND/OR FABRIC rrNCE) .
t
% BITUMINOUS CONCRETE CLASS TI f� '
6" PROCESSED STONE / SURFACE COURSE (COMPACTED) 1
TRAPROCK BASE (COMPACTED} 4" TOPSOIL 9 SEED
ZG" MIN PROCESSED GRAVEL 2 BITUMINOUS CONCRETE CLASS I
SUBBASE OVER PREPARED
BINDER COURSE (COMPACTED) LGP,ASS STRIP RESERVED FOR
SUBGRADE (COMPACTED) HYDRANTS, POLES, ETC.
TYPICAL ROADWAY SECTION
NOT TO SC A L E
I
I L MIN. DEPTH
3
4 A
SOD SWALE DETAIL
NOT TO SCALE DETA
I L SHEET
Air
WouDMAR ][I
APRIL 19 , 1985
REV. 2/27/86
SHEET 6 OF 6
ENGINEERING & SURVEYING
67 MAIN STREET
WILLIMANTIC, CONNECTICUT
456-1557
84 - 4 - 2
+i
STATE OF CONNECTICUT - COUNTY OF TOLLAOb
TOWN OF ELLINGTON
!o z Planning and Zoning Commission
(� O Ellingfon, Connecticut
• J April 11�, 1986
Z a Lu Mr. Mark Lavitt
.J > Flanders Road
N/F LAND of GO L E MBA LU Coventry, Connecticut 06238
Dear Mr. Lavitt:
The Ellington Planning and Zoning Commission, at its meeting on
PARCEL 14 AREA April 7, 1986,approved your application fora 16—lot subdivision
U \ to be called Woodmar II,subject to items #1, #2 and #3 of Town
4 .5 6 ACS. N/F LAND OF Engineer James Thompson's letter of 1--31-86.
0 TEMPLE BETH HILLEL OF SO. WiNDSOR, INC.
CC
I am enclosing a copy of the Legal Notice and that page of the
N/F LAND OF N/F LAND OF Minutes containing the motion of approval.
-
WE57WOOD PARK, INC. ST. LUKE'S CHURCH CORP.
14 {J „- Very truly Yours,
N/F LAND OF 0 r 15
fl
GOLEMBA I / 16 i Cornelia B I Clerk
�.
Nichols, Clerk
OOO 13 Q, A r 3 ° Planning & Zoning Commission
M JUs °F- i i
+CIRCLE-•=— ss: gR� .-
ff I
4
ss�tRCL
„ M �Ss cbn
�N� )11 10 N/F LAND OF enclosures
a
�PQQ 12 11 J lO 9 ` 8 CONGREGATION B'NAI ISRAEL;INC $ U C K & B U C K
7 5 E N G I N E E R S
6
I EL _INN ON_ �\ �r sB WADSWORTH STREET, HAR1'I ORD, CONNECTICUT 06106
t r 39"RT WOLCOTT DUCK�O`�►lT ry � _ � i JAM ES A. 7[iOMPHOla
11iNYYY v i 1 3 y 1 _ 3TODINRON W. DUCK 3PS3-fOOs
r O LAWRZVCs !. DUCK DOLti K O BO D. DUCK
Q — _ DRAINAGE EASEMENT {TYP. } � Q 75 76 77 78 79 80 $I 82' � '
1935-1090
0 S E T10 3 Z Z O COMM. 6306-137 January 31, 1986
.�
LiSA DRIVE B3 3
SECTION 2 - MOUNTAiNVIEW ESTATES A j
SECTION 3 - MOUNTAIN V IEW ESTATES Ellington Planning and
Zoning Commission
74 73 72 71 70 69 ss 67 84 C0 Ellington Town Hall
P. 0. Box 236
o Ellington, Connecticut 06029
a0 ss 85 Reference: Woodmar II
44 45 61 62 63 64 65 86 Gentlemen:
LEGEND PROPOSED -The subject subdivision straddles the Ellington--South Windsor Town Line,
SAN. MANHOLE G LISA DRIVE
and thereby creates several problems that require the approval of both Towns.
87 From a planning and land use standpoint, the proposed subdivision makes sense.
SAN. SEWER LINE ---- 5 A In my opinion, it would not be practical to attempt to make the Ellington and
U CATCH BASIN 13 W 88 South Windsor portions of the property to "stand on their awn" as separate
Z 43 > 46 93 92 91 so 89 subdivisions. With most of the land and lots in Ellington, it is appropriate
for Ellington to be reviewing the matter first. However, if the Commission
STORM SEWER LINE -5 - finds the subdivision to be satisfactory, I recommend that it approve same
J # subject to resolution of the following.
42 47 I
Written notification from the Town of South Windsor that it has approved
the lots that are in South Windsor. If said lots are. not approved, the
N 4e Eul-de-sac on Woodmar Circle would have to be "pulled back", into
g
41 W
2. Written notification from the Town of South Windsor that it has approved
40+~ a`tt the design of the portions Of Grant Rod n
CO 49 e p a and Majus Circle, that are'
Mr. Mark C. Lavitt -2- 7/1/86 -
''}}}/�j/ ```//�'''��///]]] Z within the Town of South Windsor. I have reviewed these matters with the 1 a SE C TiQ N 2 a 1540 SULLIVAN AVENUE SOUTH WINp50R, CONN. 06074 z South Windsor Planner and he informed me that he sees no problem with
-
��asoacd�'r AREA CODE 203/644-2511 Japproval of these lots, but, they have not been approved as yet,
7. All lots must be connected to the Town of South Windsor Sanitary
July 1, 1986 Sewer System, and are subject to the approval of the Water 3. In two locations, piped drainage from Ellington crosses the Town Line
Pollution control Authority. into South Windsor. At both locations, the Town of Ellington must
Mr. Mark C. Lavitt 8 . Water shall be supplied to this subdivision by Connecticut Water KEY MAP receive the unrestricted right to drain into South Windsor, Ellington' s
ownership of the drainage pipes and their easements will terminate at the
. f ` 803 Flanders Road Company. Town Lie.Coventry, Ct. 06238 SCALE: I" =200' subdivision Theuth or
thens0uthner has Of Woadmar011edhasemadeat
"` 9 . Street lighting shall be installed at intersections and on provi-
sions to receive the Woodmar II drainage and provide adequate retention
Dear Sir: cul-de-sacs in accordance with the policy established by the = for same.
Town Manager (copy attached) . -
Re: App. #1143 - Woodmar II Subdivision
10. Street names and locations of fire hydrants are subject to the
Please be advised that the Planning & Zoning Commission voted on approval of the Fire Marshal of the Town of South Windsor.
June 24, 1986 to approve the above application for a subdivision Street names and supporting posts shall be installed by the FINAL SUBDIVISION PLAN
known as •"Woodmar II" , located on the South Windsor/Ellington developer in conformance with the standards of the Town of South
townline, in. an A-30 zone. Lots 5 and 6, and portions of Lots 4, Windsor, at no expense to the Town. ,
7, 8, 9, 10, 11 and 12 are located in South Windsor. ENTITLED
11. Quantity estimates must be submitted to the Town Engineer for
1. Approval must be obtained from the Ellington Planning & Zoning the purpose of determining subdivision bonding, and all bonds
Commission prior to filing the final plans. The approval shall be posted prior to filing the plans.
letter from the Ellington Planning & Zoning Commission must be WOODMAR Il
reproduced on the mylars, together with this approval letter. In the event the Commission votes to accept a Letter of Credit
for a one year term in lieu of a surety bond, said Letter of Mr. Mark C. Lavitt -3- 7/1/86 SO. WINDSOR, CONN. ELLINGTON , CONN.
2. The plans shall be modified as follows: Credit must be renewed on a yearly basis until' completion of PREPARED FOR
the development. If a new Letter of Credit has not been
a. MDC or CGS reference should be shown on the plot plan; received within 30 days before the expiration date the
b. Pavement width should be indicated on the topographic map; Commission may, at its option, call the Letter of Credit it is MARK LAVITT
C. All cul-de-sacs shall have a 42' radius; holding. Commission must be reproduced on the mylars. The mylars will be -
d. Lot #12 should indicate a sanitary sewer lateral; returned to you after signing, and you must file them in the
e. Streets should be labeled; 12. A drainage assessment fee in the amount of $500 shall be submitted Town Clerk' s Office within ninety (90) days. FLA NDE RS RD.
f. Sheet #4 should indicate a handicapped ramp at the southeast to this Commission. COV E N T RY, CT.
corner of Grant and Woodmar. Yours very truly,
13. A liability insurance policy shall be submitted to this Commission DATE: DECDEC12, 198 5
3. Concrete sidewalks, built to Town specifications, shall be naming the Town of South Windsor as an insured, with a combined PLANNING & ZONING COMMISSION REV.: 4 /24/86
installed on the east and south sides of roads. single limit for bodily injury and/or property damage in the amount of $l, 000, 000 . �3uTli ��� ,... ,"N' 3 Drlir
4. Footing drains will be required for each house. Prior to the ��
building of any structure on a lot, a topographic map, .drawn 14. No building permits will be issued until all conditions of vg By: 4
to a scale of 1 = 401 , shall be submitted for each lot in the approval have been complied with, and the final plans have been encs . Robert F. Gil " gan, Chai man
subdivision, showing proposed contours, elevations, and the filed in the Town Clerk' s Office.
location of the footing drains. No building permits will be j
issued until the proposed contours, floor elevations and 15. This approval is subject to the conditions of approval of the CC: R. Martel, Town Engineer
location of footing drains have been approved by the Town Engineer. Inland Wetlands Agency/Conservation Commission. M. Banach, Acting Planning Director
T. D'AurBelleville,
Building Official ENGINEERING
& �**R YING
5 . Drainage for the subdivision is subject to the approval of the 16. Prior to commencement of any site work, a meeting must be held E. Belleville, Assessor L i 1 LE V
Town Engineer. with Town Staff. W. Lanning, Fire Marshal
Water Pollution Control Authority
6. If, for any reason, finished grading and other site work is not iBlack and white transparent mylars of Sheets 1, 2 and 3, together Inland Wetlands Agency/Conservation Commission
67 MAIN STREE
completed, the Town Engineer shall determine the amount of a ; with three paper prints of the entire set of plans, must be submitted Ellington Planning & Zoning Commission
cash bond to ensure final grading and site work. This cash ; to this Commission to be stamped and signed. The letters of approval
bond must be submitted prior to issuance of a Certificate of I of this Commission, as well as the Ellington Planning & Zoning WILLIMANTIC, CONNECTICUT
Occupancy. 456-1 357
84- 4 - 2
N/F- LAND OF WESTWOOD PARK, INC.
N/F LAND OF WESTWOOD PARK, INC. LOT NO. t Q T
0
cr
S 810-48'_ 17" 340 N/F LAND OF ST. LUKE'S CHURCH CORP
264. 38' - 1�i" LP. FND-(ON LINE) `
r c' 453. 2 9'
146. 05' 1" I.R FND. , 350 �
+o' 42.88' $ 7g o- \ Q , 1
LOT 14 ' - " I -
c► 31
302383 SQ. FT. 356� w -� \ / -
o �
a i 4 �S 840-41'- 34" E \ \ 11
1
Is 103
- 0=i01°-06'-40" m / _ \ . 03.47,' lo$ 105.001 \ \ - o ` ,�
1-7�", � L-88.24' ` -rn ti I \ � S 83 -fl0 _ i" E _
82.43' /% o - L0'T� , ` 213. 78` 57 I ( r
�s 30, 192 SO. FT. LOT 16 ti \ -
/ 9.47'
30 , 574 SQ. FT: 1 o+so \ - / la' 74.49' rl.. LR FND. °6f,7 8�45"
20 DRAINAGE EASEMENT N
rn _ t 3 w 1 \ T
OQ %� 1N FAVOR OF TOWN OF \ -� t LOT \ w
.DO. 9'� ELLINGTON CiIO N iv1" ` 01 \
'a \ C) M
30, 210 S Q.\FT. LOT 2
= 34 4i '-41"
L= 30. 28' a "; M 31, 13 I SQ. FT. \ f r r 1
• •�� \ r o LOT , 3 I t rl
+0 1 -ti,
�1 �' \ \ ° of 3 1 , 077 ISQ. FT. ` jr II
LOT 13
1 \ C
�, 309453 S Q. FT 50.00'
35 �° 3a'- 2t" , o� co ' 41, 214 `
L= 91°-O8' 1" . CURVE E - 1 ° 2 / M SQL FT.
2 _ � 7 � L 52.16 35' � to o�
L = 79.53' i �t N
/ 7Z°"OO�pO„ CURVE G 75.PO' ! \ o• °� 1
O _
/ •� y ■ Ot20 ` 138.00' \ 1 ■ ` N 8g°-21(`-28 w ■4 -�� `! l ti �.���NN , ' _
,3 ■ 3 ? o - A44-dN 880 - 2)'- 28" W t 50Y00 ; \ - �,. ~� ' rNw on N
C ., __1: + o + a�� + oOD MAR J ._ o.
ZS=230-35'-00 CURVE F p \ ir, N A 0p' o t
CURVE A a_�- A -g6 47 59 � •� ' '
L= 20.58 �50 Op' N C I RCLE O 1; 1 \ \ M`• Y 1r = 49.57'
d d t " -p • \
S 88°- 2t -28 E a O 900 ,
co
•h i g$, S 880- 21'_28 •_ \ J50.00_ ■ \ , � 75. , �s a N, - 1
f /
a i ■ 7B.63` Tf.3T CURVE G ` \ • \ "? IZo 0 f , • A 71 °-37,_ 15,.
/ - o Q I � r - - \ '` O \ � V= 62.50, i
°' - 40„ W - ` \ A =to°-07'- 58" ` �L • / \� \ / II
/ N 88 40 I. 2 +39.10 ■ L=133.24` S 7►0 r� �� CURVE B / •. I z
'1
00,
/ 139.0 8' / 20' DRAINAGE EASEMENT �r� \ \ •. S$ gyp„ o`US
0 44 01 E RQ \ J
i IN FAVOR OF TOWN \ \ A - T -1`''-30p • y 50 /s •`` ,� r LLI
�ovA0.0
of ELL)NGTON _ _ - � --�-�� �L � L = 95.00i �1 S
/ 35 / r \ ELL1N DSOR s5`�� CURVE B • S 80°- 46'-09" E !n
- - LOT I ITN �`� �+� _ - 178.0 ' , ADIAL)
p ' f 43, 373 SO. FT. ; LOT 10 ,� , \ so _ .� • , ,S rR / Q
1 !. . `. 1 r / / Z
11
U- 'o { /� , �33 , 8 13 SO FT �, "� �,\ `' _� f `�� A= TI°-37- 15/' I �\ 3�
O• LOT 12 \ 1 TOWN.`LINE MONUMENT FOUND \ 1 _�' ��• ,,/ L - 62.50 / r o 0
I
z rn 37, 862 SQ. `� ! �� LOT $ \ \ A = Ts° 2a'-Is" r 19 Q
F>'T. ! 1 3 4 t
J ° /� � ' , LOT 9 C RVE 0 1 43 ` �\ ` L- s .s2 i / , w
z /, I 1 43 , 450 Q. FT. 1 i m
i ° - f
J a 1
� / � M. � �� 4 433 SQ. FT. ��' � 3
/ �. ca TM � ► �_ LOT 7 �4 0
,Q� - 1- t °' � '. \ `- '. •� � � a 31 , 8,72 SQ. FT. ` o � �-- I LOT 5 ; o ,
ti -04
< \ \ ' h o� ` o r; _ 1 r 31 , 478 SQ. �T. o
h _ o r LOT 6 '� Q
0 of
LIMITS OF WETLANDS AS / ��''� 309644 SQ.FT.
• / N DELINEATED 8Y SOIL SCIENTIST �� / ` h _ � 20 DRAINAGE EASEMENT � � _. -�. / LL
- _ IN FAVOR OF TOWN \
% � r OF SOUTH w1NDSOR50
N
���J ----
15' FOOTING Df'tAIN '
So' ....� - � 4e' CURVE C ` l f 1T9.09
y t
EASEMENT 1N 'FAVOR
DRAINAGE EASEMENT �OF LOT 6 \ , 1
i I 1S _ - 1 '� 222. 36' 462.88 I
` 52.64` 80.16' 63.24` S 88°-55 .05 W
11 0 , 28"3 _ __ y
o.0 104.19`...` \ s o t.la4 - _ �� N/F LAND OF 342
150.01 � 13a.00 _ � _"' _ __
N 880-08`-30" W 869,17'
\ JEAN MARC JACQUES
LP FOUND -- _ `
N 185,391.365
E 214,985.757 / 326 N/'F LAND OF
MOC REFERENCE EXIST. 25' DRAINAGE EASEMENT,
DART HILL REALTY IN FAVOR OF TOWN OF SOUTH WIND 6R�
l.
328 330 - 340
PLOT PLAN
CURVE "A"
ENTITLED
SOUTH STREET LINE CENTERLINE NORTH STREET LINE CURVE "Bit
"o 17°-21 '-28" 170-2l '-28" 170-21 ' -26" o= 48°-1l '--22" LECaEyJS� NOTES
R= 753 .38 ' 778 .38 ' 803. 38 ' R= 25.00 ' f
WOODMAR ]I
L= 228 .24 ' 235.81 ' 243. 38 ' L= 21. 03' ■ MONUMENT TO BESET Y (1) , NO CERTIFICATES OF OCCUPANCY SHALL BE GRANTED FOR HOUSES.`
T= 115 .00 ' 11$ .82' 122. 63 ' T= 11. 18 ' i CONSTRUCTED IN SOUTH WINDSOR UNTIL. GRANT ROAD IS CONNECTED SOUTH W)NDSOR B ELLINGTON, CONNECTiCUT SCALE-' 1 " = 40'
CH^ 227.37 ' 234 .91 ' 242. 46 ' , • I.P. TO BE SET
CH= 20.41 -TO LISA DRIVE. PREPARED FOR
o I.P. FOUND (2) ALL HOUSES SHALL BE CONSTRUCTED ENTIRELY WITHIN ONE TOWN;
i HOUSES -SHALL NOT STRADDLE TOWN LINE. -.- . MARK LAVITT
CURVE "C" CURVE "D"
DATE: APRIL 19, 1985
REV. 4/24/8 6
{WEST STREET LINE EAST STREET LINE WEST STREET LINE CENTER LINE EAST STREET LINE '�
7/ 10/86
o= 22°-20 '--34" 260-39 ' -29" , _ �, ,� „
A= 42 37 48 42 37 -48 42 37 48
R= 195.04 ' 245. 04 ' R= 250 . 00 ' 225.00 ' 200. 00 '
L= 76. 06 ` 114.01' L= 186. 01 ' 167.41 ' 148. 81 '
T= 38.52 ' 58 .06 ' T= 97. 55 ' 87 .79'. 78_04 '
.CH= 75.58 ' 112.98 ' SHEET z. OF 6
CH= 181.75 ' 163:,57'- 145.40 '
CURVE „E„ „ „ `
I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE
CURVE F
STANDARDS OF .A CLASS A-2 SURVEY AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS
o= 70°-31' -43" . CURVE "G" `
OF ACCURACY OF SURVEYS AND MAPS, ADOPTED DECEMBER -1(3;. 1975 -AS AMENDED BY THE ' �N�INE�RING SUItVEyING
SOT�TH STREET LINE CENTERLINE NORTH STREET LINE � ` i
R= 25. 00 ' CONNECTICUT .ASSOCI ION OF LAND SURVEYORS, INC..
L= 30. 77' �= 160-21 '-28" 16°-21 ' 28•" 160-21 ' -28" o= 90°-00 ' -00" ~ G' -
T= 17,1 R= 250. 09 ' 225.00 ' 200. 00 ' R= 25 .00 ' , R.L_S. 9502
CH= 28'. 87' L= 71.37 ' 64.24 ' 57. 10' L= 39 .27' EMICHAEL DILAJ 67 MAIN TIDE
T= 35.93'' 32.,34 ' 28. 74 ' CH 35 .36 '
STREET ..
cH= 71.13' 64.02 ' 56. 90 ' J - WILLIMANTIC, CONNECTICUT
456-1557
84 4 -2 '�
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13'
BIT. CURB
50' _ 0 " RIGHT OF WAY
L 6" PROCESSED STONE
TRAPROCK BASE (COMPACTED)
6" MIN, PROCESSED GRAVEL
SUBBASE OVER PREPARED
SUBGRADE (COMPACTED)
/ 1
3
SOD SWALE DETAIL
NOT TO SCALE
- - 2" x 4" , 4 t c),i:; r
Fr1Cn� G Ya � =T
`�
�:�,�v,a Tom- �„ x � � •tc.tL
t 1�1 11U �1 I �
itlf=lro=lu � � 11111`a Un _
tIgI� I1111Y1
25
T
POINT OF APPLICATION
OF GRADE
3/8
12
4" CONC. WALK
4 12 6" MIN. PROCESSED
MINI �� GRAVEL SUBBASE
L l" BITUMINOUS CONCRETE CLASS a
SURFACE COURSE (COMPACTED) 4" TOPSOIL 8, SEED
2" BITUMINOUS CONCRETE CLASS I GRASS STRIP RESERVED FOR
BINDER COURSE (COMPACTED) HYDRANTS, POLES, ETC.
TYPICAL ROADWAY SECTION
NOT TO SCALE
�4RIES
r
r
EROSION AND SEDIMENTATION CONTROL NOTES
PLAN PROPOSES EROSION CONTROL MEAOFRSOILWHICH
EXPOSURE,PERFORM
CONTROL OFII
THIS CONSTRUCTIONMINIMIZATION '
OR MORE OF THE FOLLOWING FUNCTIONS; IT MUST BE UNDERSTOOD THAT ONLY;
SHIELDING OF THE SOILS AND BINDING T F THE SOILS. PROPER EROSIO i
RUNOFF, BU
MANAGEMENT WILL MINIMIZE THE EROSION, THUS, EVEN WITH THE BEST PLANr
"REASONABLE" EROSION CONTROL OLS ARE THE SECONDARY LINE
SOME EROSIONCAN BE EXPECTED.
MUST BE ANTICIPATED. SEDIMENTATION CONTR°
OF DEFENSE ON THE CONSTRUCTION SITE.
" T , TECHNIQUES SUCH AS "WINGED" FABRIC
TO PREVENT SEDIMENT FROM LEAVING THE SITEBALES INSTALLED AND MAINTAINED AROUND ALL CATCH-
SILT FENCE CHECK LAMS, HAY
S FABRIC SILT FENCE/LEVEL SPREADERS AND SEDIMENTATION PONDS MAY BE USED..
BASINSr SHALL
T CONTROL, IF DETERMINED TO BE REQUIRED DURING
THE
TCWEEKLY
ASPHALTSEMULSOIONS, X,
DUST
BE ACHIEVED BY THE APPLICATION OF ANIONICTHE EXPOSED SOIL SURFACE SHOULD BE
SION OR RESIN IN WATER_ FOR APPLICATION RATES AND DILUTIONS REQUIREMENTS,NOT
EMUL
REFER TO MANUFACTURER'S GUIDELINES.
MOISTENED PERIODICALLY WITH ADEQUATE WATER TO CONTROL DUST, BUT WATER SHALL
MOIST
BE RELIED ON EXCLUSIVELY.
STORM EVENT OR ONCE A WEEKr ALL SEDIMENT ANY EROSCORREION CTIVE LSMEASURES
WILL BE
AFTER EACH
INSPECTED BY THE ENGINEER OR ENVIRONMENTAL SUPS HAND FOR EMERGENCY SITUATIONS.'
ENVIRONMENTAL CONCERNS WILL BE OR DEOUED AT 'IHA'1' TIME. THERE WILL BE
TO MITIGATE
150 FEET OF SILT FENCE WITH THE REQUIRED POSTS O AN ACTIVE DRAINAGE
DEWATERED WILL BE PUMPED INT
EXCAVATIONS WHICHMUST
INTOBAN UNDISTURBED
AREA.
SYSTEM OR DISPERSED
THER WASTE GENERATED FROM EQUIPMENT MAINTAINENCE AND CONSTRUCTION
DEBRIS AND O
WILL NOT BE DISCARDED ON THE SITE.
IN THE EVENT OF CONFLICT
BETWEEN THESE PLANS AND OTHER REGULATIONS, THE MORE f
STRINGENT SHALL APPLY.
HOUSE SITE DEVELOPMENTS
THE
TO THE RECOMMENDATIONS FOR IDU
SEF
IN ADDITION
DEVELOPMENT ARE ALSO
DEVELOPMENT, THE FOLLOWING PROCEDURES FOR IND
IV
RECOMMENDED-
UPON APPROVAL OF INDIVIDUAL LOT PLANS, PROPOSEDHE LIMITS
RESIDENTIALDISTURBANCE
STRUCTURE-
1, UPO
BE ESTABLISHED !N THE FIELD FOR EAC
THE
DISTURBANCE
LIMITS OF 25-35 FEET BEYOND
STRUCTURE
DIMENSIONS OF THE
STRUCTURE AND RELATED APPURTENANCES IS RECO D BE r�^AFtILIZED IMMEDIATELY,
2. ALL DRIVEWAYS AND DRIVEWAY SHOULSHOULDERRS ULSEED BED PREPARATIONSHOSHOULD
UPON COMPLETION OF ROUGH GRADING. M EXPOSED SOIL SURFACES. DRIVEWAY
FOLLOW THE GENERAL NOTELD BE
S PROVIDHAY
FROM OR FILTER FAFR_ AS SOON AS,
USED TO ENTRAP ANY SEDIMENT GENERATED
ROADBEDS SHALL BE STABILIZED WITH COMPACTED ROAD AGGREGATES
POSSIBLE.
AND EXCAVATED SUBSOIL FROM THE
NOTOUSEDTFOR ONSITE REGRADING-
ION
3. TOPSOILBANCE I
STOCKPILED WITHIN THE AREA OF DISTUR
'
INGED WITH SEDIMENT CONTROL MATERIALS
EACH STOCKPILE MUST BE ADEQUATELY R
{i.e•► HAY BALES AND/OR FABRIC FENCE}.
4. ANY ADDITIONAL STOCKPILING OF LUMBEDISTURBANCE. AND BUILDING SIMILARLY, VEHICULARULD ALSO:*
MOVEMENT
BE CONFINED TO THE AREA OF DISTURBANCE.
SHOULD BE DIRECTED TO ESTABLISHED PARKING LDAgEASSTAGEDVETOPMFOLLOW SEWAGE
DISPOSAL LEACHING AREAS, IF APPTHE PRIM ,
SITE PREPARATION. ONLY THE PRIMARY LEACHING
SYSTEM BE OF
EXISTING VEGETATION IN COORDINATION WITH
RESERVE AREA SHOULD REMAIN UNDISTURBED IF SITE CONDITIONS PERMIT.
5. ONCE THE PROPOSED STRUCTURE IS ENCLOSED, ALL EFFORTS SHOULD BE MADE TO'
AS WELLS, FOOTING DRAINS, SEPTIC SYSTEMS,
COMPLETE ON SITE IMPROVEMENTS SUCH
DRIVEWAYS, ETC.. THEREAFTER, ALL RAW SOIL AREAS, SURROUNDING THE HOME SITES,
SHOULD BE FINE GRADED AND MULCHED.
GENERAL NOTES
SEED BED PREPARATION
AN 2 INCH
GRADE AND RAKE SOIL SURFACE TO REMOHEAST`SURFACEONES RWATERGER HDIVERSIONS. AAPPLY
FINE
INSTALL NEEDED EROSION CONTROL DEVICES SUCH
FEET -
LIMESTONE AT A MINIMUM RATE OF 2 TONS PEaS`"11FER ACRERE OR OOR87.5PER
LBSOPERS�000ESQUARE
LIM
FERTILIZE WITH 10-10-10 AT A RATE OF SOIL
L
Y TO
DEPTH OF
FEET.
WORK LIME AND FERTILIZER INTO SOIL UNIEOUIPMENT AFOLLOWING 4THEINCHES
CONTOUR
A WSSK, SPRINGTOOTH HARROW OR OTHER SUITABLE
LINES.
SEED APPLICATION
GRASS SEED MIXTURE BY HANDr CYCLONE SEEDER OR HYDROSEEDER. INCREASE SEED
APPLY OR BETWEEN
• RE BY 10 PERCENT IF HYDROSEEDTNG. I'TEENLAPRRLGIOANDOJUNELL HEI5EEDED SURFACE
MIXTURE
TO COVER SEED. SEEDING SHOULD BE DONE BETW
PEAT
T 15 AND OCTOBER 15. IF SEEDING CANNOT BEING CANI�TAKERPLACEHETHETTYPErOFE
AUGUSSEED
MULCHING PROCEDURE UNTIL SUCH TIME AS SEED
SHALL BE DETERMINED FROM FIGURES AND 6-3 OF THE "CONNECTICUT
MIXTURE
GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL"
MULCHING
AT A
IMMEDIATELY FOLLOWING BEDDING, MULCH THE MULDHDBYUHANDEORWITH
MULCHSTRAW
BLOWERHAYPUNCH''
RATE OF 1.5 TO 2 TONS PER ACRE. SPREAD
H INTO SOIL SURFACE WITH TRACK MACHINE
ODAPPROXIMATELY S2T3 INCHES -
DURING UP..
MULCH
MULCH MATERIAL SHOULD BE "SET INTO SOIL SURFACE
CONSTRUCTION IT SHALL BE THE RESPONSIBILITY OF CONTROL MARK LAVITT OF
DURING
IS
COVENTRY, CONNECTICUT TO IMPLEMENT THIS EROSION
Sr
RESPONSIBILITY INCLUDES INSTALLATION ANDMAINT NANCEEMENTSOF CONTROBJECTIVESEOF
THE
INFORMING ALL PARTIES ENGAGED ON THE SITE OF
AN NOTIFYING THE ZONING AGENT OF SEDIMENT CONTROL PLAN IFY TRANSFER OF THIS ANDSWHENIT
Y AND
THIS PLTITLE
, AND SEDED
FOR CONVEYING A COPY OF THE EROSION
OF THE LAND IS TRANSFERRED------------------- '��a.
MICHAEL DILAJ, P. E. CONN. G. #9502
DETAIL SHEET
WOODMAR.,111.
APR I L 19, 1985
REV. 2/27/86
SHEET6-OF 6
_I
ENCINEEI�INC SUI�VEYINC . }
67 MAIN STREET
WILLIMANTIC, CONNECTICUT
456- l 357
84-4-2