HomeMy WebLinkAbout04-43P_SAND AND GRAVEL-LAND FILLING OPERATIONS_EVERGREEN WALKi
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LEGEND
---200 --- EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING TREE LINE
PROPOSED CLEARING LIMIT (APPROX.)
-� CONSTRUCTION HAUL ROUTE
PROPERTY LINE ,
S PROPOSED SANITARY SEWER LINE ,
T PROPOSED TELEPHONE LINE
yy PROPOSED WATER MAIN
G PROPOSED GAS MAIN
E PROPOSED ELECTRICAL SERVICE
PROPOSED TYPE "C-L" CATCH BASIN
PROPOSED TYPE "C" CATCH BASIN
PROPOSED CURB
w PROPOSED LIGHT
Q PROPOSED STORM MANHOLE
PROPOSED STORM DRAIN
PROPOSED SANITARY MANHOLE
PROPOSED HYDRANT
PROPOSED BITUMINOUS CURB
PROPOSED RETAINING WALL
s EXISTING DECIDUOUS TREE
FXICTING FVFP( RFFN TRFF
EXISTING UTILITY POLE
o ac EXISTING WATER GATE VALVE
7 G EXISTING TELEPHONE MANHOLE
EXISTING HYDRANT
01 EXISTING CATCH BASIN
CN k (S) EXISTING SANITARY MANHOLE
(A l @ EXISTING STORM MANHOLE
S EXISTING SANITARY SEWER LINE
` J 1 EXISTING TELEPHONE LINE
W EXISTING WATER MAIN
G EXISTING GAS MAIN
71 F F EXISTING ELECTRICAL SERVICE
/ TOWN WETLANDS LINE
&7 f PROPOSED EROSION CONTROL MAT
PROPOSED CONCRETE WALK
775 / X PROPOSED FENCE
SF PROPOSED SILT FENCE
�1 83 U PROPOSED HAY BALES
PUD UNIT NUMBERS
&07
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DEVELOPED BY:
v EVERGREEN WALK, LLC
r �
109 ROSE LN.
VIRGWIA BEACH, VA. 23451
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(757) 422-5566
' cn ( �O
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i FUSS & O NEILL INC.
�_..---•• _ consulting Engineers
� _ � - •° hb• W 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
860.646.2469 www.F*andO.com
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(vth i; m ,
PROPERTY OWNERS WITHIN 500)
STREET INTERSE
TO OEM V ;} � a� Q Owner
9001 Address MaplLot Mailing Address L different Land Use
W � �•
Ilk '' 151 Buckland Rd. Evergreen Walk, LLC 555 Main St. Manchester CT. 06040 Vacant
O i 240 Buckland Rd. Croteau, Arlene C. 2715 Single Family
nd
FINAL PLANS
TOWN OF SOUTH WINDSOR
AUTHORIZED SIGNATURE
.tu7 0
DATE: A) is )oL/
252 Bucldand Rd.
Ad & Guerra, LLC
989 Ellington Rd., S. Windsor, CT 06074
38/10
Single Family
260 Buckland Rd.
Wolf & Guerra, LLC
989 Ellington Rd., S. Windsor, CT 06074
38/9
Vacant
296 Buckland Rd.
Messiah Evan. Lutheran Ch.
3818
Single Family
300 Buckland Rd.
Messiah Evan. Lutheran Ch.
3817
Commercial
326 Buckland Rd.
Schiavone, Steven &Luca, Kawa 9 Clifton Dr., Simsbury, Ct 06070
38/6
Single Family
335 Buckland Rd.
Town of South Windsor
1540 Sullivan Ave. S. Windsor CT.06074
38/14
Vacant
350 Buckland Rd.
Asticon Investment Ltd.
17441 Ellington Rd. S.Windsor, CT. 06074
38/5
Vacant
Evergreen Walk Master Association PUD:
Unit 11
Evergreen Walk LLC
555 Main St., Manchester, CT 06040
Unit 12
Evergreen Walk LLC
555 Main St., Manchester, CT 06040
Unit 4
Evergreen Walk LLC
555 Main St., Manchester, CT 06040
Unit 5
Evergreen Walk LLC
555 Main St., Manchester, CT 06040
Unit 2
Evergreen Walk LLC
555 Main St., Manchester, CT 06040
PROJ. MANAGER:
SEAL
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FUSS & O'NEILL INC' Consulting Engineers
146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
860.646.2469
www.FandO.com
Evergreen Walk LLC
,
SAND AND GRAVEL/LAND FILLING OPERATIONS
AT EVERGREEN WALK
SOUTH WINDSOR CONNECTICUT
CHIEF DESIGNER:
HORZ.: 1" = 20t7
REVIEWED BY:
DATE
VERT.:
DATUM:
HORZ.:
VERT.:
2.
08/12/04
TOWN COMMENTS
200 00 200
GRAPHIC SCALE:
1.
06/10/04
GENERAL REVISIONS
REVISIONS
PROJ. No.: 2000481 L10
DATE: 06/11 /04
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Aa1408%23/'2004 MON 11:40 FAX 860 644 7280 South Windsor Toxxi Hall
71:� . aye -ate
1S40 SULOV.AN AVENGE • SOUTH WINDSOR, CONN. 06074
AREA CODE $60 / 644--)611
August 19, 2004 7004 11LO 0002 1059 9731
Mr. Alan Lamson
FLB Architecture & Planning, Inc.
19 Silver Lane -
East Hartford. CT n6l 1 R
Ile: Appl *04-43P, Evergreen Walk Filing Permit
Dear .Mr. Lan, son:
We are pleased to advise you that the Planning & Zoning Commission voted on
August 10, 2004 to approve with modifications the above referenced application for an Earth
Filling Kermit.
This approval is for earth filing to create a building pad for PUD unit #10 on property located at
IS 1 Buckland Road, GD zone as shown on plans prepared by Fuss & O'Neill, Inc., Job No.
2000481Ll0,.dated June 11, 2004, as rdvised. This approval is subject to the following.
modifications,-
1. Prior to commencement of any site work, a meeting must be held with Town Staff.
-2. All plans used in the field by the developer must bear the stamp and authorized signature of
the Town of South Windsor.
1 • The Town Engineer's review comments dated August 9,,2004, must be addressed to the.
Town Engineer's satisfaction.
Sincerely:
s, 001!004
08123i2004 MON Lt:40 k&X 060 644 7260 south Windsor Town hall
� t::n r -0t� deli&tom
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y' u 1640 SULLIVAN AVENUE • SOL, H WINDSOR. CONty. 4E074
,�`a�QP•LA" 4 AREA CODE 860 t 644-251 i
August 19, 2004
Q-002/004
Mr, Alan Lamson
FLB Architecture & Planning
19 Silver Lane
East Hartford, CT 06118
Re:Preconstructi'on Meeting — Appl 04-43P, Evergreen Walk- Sand. and Gravel/Land Filling
.Operation - PUD Unit 010 —.August 17, 2004.
Dear Mr. Larson:
INT ATTENDANCE
JeffDoolittle TOSW 1540 SullivanA'venue $60 644-2511 x245
Jeff Folger TOSW .1540 Sullivan Avenue 860 644-2511 x229
Bernie Drabek TOSW 1540 Sullivan Avenue 960 644-2511 x241
Mark Spazzarini Spazxarini Const: S4 Post Office Road 860 745-5683 '
Enfield, Cl'
Michelle Carlson Fuss & 0"INTeill 146 Hartford Read 860 646-2459 x5269
Manchester, -CT
T.he following iz-a brief suirimary of points discussed during the meeting:
Erasion and Sedimentation Control
I: All erosion and sedimentation oonirol measures are to be in place prior to earth moving
operations in each area and maintained/cleaned out during construction. Call Jeffrey
Folger, Zoning/Wetlands Enforcement Officer for inspection when measures are in place,
-prior to commencement of site workor if any prpblems/concerns arise during construction.
2. All topsoil stockpile areas to be protected (ringed with haybales or equal).
• • 3, during construction of the road/driveway a crushed stone tracking pad is to be installed. and
maintained to minimize tracking of dirt/gravel on to Buckland Road, Calcium chloride or
water is to be used for dust control as required. Extend and renew the anti -tracking pad as
.necessary to minimize the tracking of dirt into the road. Any dirt tracked auto Buckland
Road will need to be swept up at the Town's direction.
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08/23/2004 MON .1.1:40 FAX 860 644 7280 South Windsor Town Fiala.
Q 003,'004
Public Works
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1. Three complete sets of approvc:cifrevised plans to be provided to Town prior to start of
construction. They will be stamped by the Planning .Department along with plans developer
needs. Only approved plans are to be used on the job site.
2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of
major construction work with inspcctions a.,d to -sting per Developers Checklist (requested,
required) for the following:
a. After site is staked out
b. All drainage work
r;_ Prenaratinn of suharadi-_ mmnartion fasts —as nor T)twelnnor'c f hrrlrRgf
d. Preparation of subbase, six (6) inch lifts
e. Placement of bituminous concrete, two (2) inch lavers maximum
3. Certification of gravel used for the building pads, as subbase and processed stone for base
will he required from an approved testing company.
4. Certification of all products used storm pipe; structures, pavement, etc., shall be
presented to the Town Engineer prior to installation.
1. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation.
6. All pipe and structures to be backfilled with free draining material, compacted in maximum
one foot lifts with approved compaction equipment or approved equal if deep trench is
encountered. Any pipe or structure work requires inspection prior to backfilling.
7. Any problems and/or questions regarding construction of this project will be directed to
Mark Spamarini in the field at phone #729-7002.
8, All filling to be done in accordance with Department of Transportation specifications. To
be compacted in maximum lifts and tested as necessary.
9. Job meetings will be held as needed, and can be called by the developer or Town.
10. Any proposed changes are to be presented to the Engineering or Planning Department prior
to implementation on change order form in quadruplicate with 4 copies of the drawing.
Town will attempt to turn around within 24 hours.
11. Normal hours of operation 7:00 a.m. 5:00 p.m., no work on Sunday.
12. Extra care must be taken when compacting around structures such as catch basins and
<..:.Y...:. <:: '.. manholes. These spots often become problem areas in the future due to settling, therefore,
the tOW11 staff/inspectors will be requesting additional compaction tests in these areas,
Fire Marshal
1. Blasting (if required) to be coordinated with the Fire Marshal.
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08/23/2004 40N 11:40 FAX 860 644 7260 South i?indsor To:kn Hall
2 004/004
Police Services
1. Emergency phone numbers for the duration of the construction must be provided to Police
Sci vices on a company letterhead. If the developer occupies or owns the building aficr
construction emergency numbers must be provided to Police Services.
2. All buildings located on property that abuts a public highway must be numbered and
visible from the street. All numise ng shall comply with Town Ordinance 6-800 through
6-802.
Barns, garages, and outbuildings, which are located on the same'preniises as a numbered
structure, are excluded.
3. Erect temporary sign on the sate during construction identifying the project.
4. If an alarm is to be installed contact Police Services.
Buildi.n �epartmel�t .. .
1. A foundation permit is required prior to any work n the building pad. The building will be
a threshold building requiring special inspections. Building department inspections will
also be necessary during filling and compaction of the building pad.. Contact the Chief
Building Office prior to beginning work on the building pad.
2. Plan review with Building Official/Fire Marshal required prior to application for building
permit. Coordinate with. Chief Building Official
Sincerely,
PROJ. MANAGER:
SEAL
SEAL
SCALE:
O FUSS & O'NEYI,L INC. Consulting Engineers
' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
860.646.2469
www.FandO.com
Evergreen Walk, LLC
APPROVAL LETTERS
L.A. Fitness at Evergreen Walk
SOUTH WINDSOR CONNECTICUT
CHIEF DESIGNER:
HORZ.: 1" = 40'
REVIEWED BY:
DATE
VERT.:
DATUM:
HORZ.:
VERT.:
2.
08/12/04
TOWN COMMENTS
40 20 40
GRAPHIC SCALE
1.
1 06/10/04
1 GENERAL REVISIONS
REVISIONS
PROJ. No.: 2000481 L10
DATE: 08/24/04
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FUSS & ONEILL INC. Consulting Engineers
146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
860.646.2469
www.FandO.com
Evergreen Walk, LLC
GRADING AND DRAINAGE PLAN
L.A. Fitness at Evergreen Walk
SOUTH WINDSOR CONNECTICUT
CHIEF DESIGNER:
HORZ.: I"= 40'0
REVIEWED BY:
DATE
VERT.:
DATUM:
IHORZ.:
3
08/17/04
TOWN COMMENTS
VERT.:
2.
08/12/04
TOWN COMMENTS
40 20 40
1.
06/10/04
TOWN COMMENTS
REVISIONS
GRAPHIC SCALE
PROJ. No.: 200048
DATE: 05/19/04
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SOUTH WINDSOR —,,
STANDARD FRAME
AND COVER
ADJUST FRAME TO FIN.
WITH BRICK (12" MAX.)
STEEL -REINFORCED POLY-
PROPYLENE OR ALUMINUM
MANHOLE STEPS TO BE
CAST IN PRECAST UNIT
DURING CONSTRUCTION.
THE PORTION OF ALUMINUM
TO BE IMBEDDED IN CONC.
SHALL HAVE PROTECTIVE
COATING OF ZINC CHROMATE
OR APPROVED BITUMAS71C
MATERIAL PRIOR TO
PRECAST.
ALL JOINTS TO BE
POINTED FLUSH AND
FULL.
8"
in l 1 3'-0"
N
n n
4'-O"
n 8"
U
CONCRETE OR BRICK
INVERT, 6" 6"
6'-4" DIA.
STORM MANHOLE
TOTAL LENGTH = 50'-0"
'(TYP.)
3"-4"
SECTION A - A
SITE ENTRANCE DRIVE —
A
RAILROAD TIE
ANTI —TRACKING SYSTEM
26' MIN.
ITT
EDGE OF PAVEMENT
2 1/2" BITUMINOUS CONCRETE—/
CLASS I WITH 2" LIP PLAN
DEPTH T INVERT
VARIES SEE PROFILES
6"MINA
TF'R FARRI(`
NOTES:
1. MAINTAIN ANTI —TRACKING PAVEMENT
IN GOOD CONDITION THROUGH OUT
CONSTRUCTION PERIOD.
2. ROADWAY SHALL BE SWEPT DAILY
TO REMOVE ANY MATERIAL THAT
MAY BE TRACKED ONTO THE PAVEMENT.
ANTI -TRACKING APRON
PRnPC1SFn f RAnF
_— 'AVtMLNI btL,11UN UK
LANDSCAPING (SEE PLANS)
WARNING TAPE - MIN, 12"
MAX. 24" ABOVE PIPE
APPROVED BACKFILL PLACED AND
COMPACTED IN 12" LAYERS
(OR AS OTHERWISE APPROVED)
NO STONE LARGER THAN 3"
BACKFILL WITH SAND BEDDING OR SUITABLE NATIVE
MATERIAL WITH NO STONE LARGER THAN 2"
/ AS DETERMINED BY THE (IN—RITF FNr[NFFR
`BEDDING ON SUITABLE NATIVE MATERIAL OR
3/4" CRUSHED STONE BEDDING MATERIAL
IN ROCK EXCAVATION OR IN UNSUITABLE
MATERIAL AS DIRECTED BY THE ENGINEER.
MATERIAL SHALL MEET D.O.T. M.02.1
/ FOR 3/4" STONE.
`BACKFILL TO SPRINGLINE OF PIPE
WITH 3/4" STONE WHEN USING
POLYTHYLENE OR CPP PIPE
1 "
MIN.
12" 12"
MIN, MIN.
0
00o00 000000oao
0 0 0 0 0 0 0 0
STORM TRENCH DETAIL
1. SET POSTS AND EXCAVATE
A 6" X 6" TRENCH,
SET POST DOWNSLOPE. 2. STAPLE THE WIRE MESH
FENCING TO THE POSTS.
WIRE FENCI
FLOW _ " 10
TRENCH I
6 TO 8'
6" TO 8"
2"X4"X5' STAKES DRIVEN
INTO GRADE 12" MIN,,
SET 8' TO 10' APART, AND
CANTED 10' INTO SLOPE
3. ATTACH FILTER FABRIC
TO THE WIRE FENCING 4. BACKFILL THE TRENCH
FILTER FA BRI AND EXTEND IT INTO AND COMPACT THE
THE TRENCH 8". EXCAVATED SOIL.
FOLD FABRIC UP SL
BOTTOM OF
DRAINAGEWAY
O I
PLAN
COMPACTED
A
ELEVATION
POINTS 'A' SHOULD BE HIGHER THAN POINT 'B'
SILT FENCE
SITE DEVELOPMENT SEQUENCE
1 ALL IDEPIIVAETLP EROSIVINI r,VIN 1\I J DEVICLS I1x\1 UDING SILT FE NllE -L' ANTI -TRACKING
APRON MUST INSTALLED PRIOR TO THE START OF THE SITE S__RIPPING AND GRADING
OPERATIONS. TEMPORARY SEDIMENTATION BASINS LOCATED NORTH AND SOUTH OF THE
BUILDING PAD WILL BE FORMED PRIOR TO THE START OF GRADING AND FILLING
OPERATION. SEE NOTE NO. 7 OF THE E & S CONTROL NOTES.
ALL EROSION CONTROL DEVICE WILL BE MONITORED AND MAIN 1AINED UNTIL COMPLETION
AND FINAL ACCEPTANCE OF GRADING AND FILLING OPERATION.
2. INSTALL THE 18" STORM PIPE AND CONNECT TO THE EXISTING 18" PIPE
3. BEGIN EARTHWORK. STABILIZE ALL EARTH WORK AFTER EXCA/ATION AND FILLS HAVE
BEEN COMPLETED. SEE NOTE NO. 4 OF THE E & S CONTROL NOTES. THE SIDE SLOPE
ALONG BUCKLAND ROAD SHALL BE COVERED WITH 4" MIN. TOF501L AND SEEDED AND
MULCHED..
4.
NOTE: GRADES SHOWN ARE APPROXIMATELY 1 FOOT BELOW FINAL FINISHED GRADE FOR
THE SITE DEVELOPMENT PLAN EXCEPT FOR THE SIDE SLOPE ALONG BUCKLAND ROAD
WHICH IS THE FINISHED GRADE.
EROSION & SEDIMENT CONTROL N/ RRATIVE
Iht rULLUWING titUIMtNI & LNUJIUN UUNINUL NUItt AF't'LT IU INt.
CONSTRUCTION OF THE PROPOSED L.A. Fitness at Evergreen Walk. EROSION
CONTROL MEASURES ARE TO BE INSTALLED AS NOTED IN THE CONSTRUCTION
SEQUENCE BELOW.
1.2 THE TOTAL PROJECT AREA IS APPROXIMATELY 5 ACRES NO WETLANDS OR
UPLAND REVIEW AREA WILL BE DISTURBED DURING C01<STRUCTION.
1.3 SPECIAL CARE SHALL BE TAKEN TO PREVENT SEDIMENTS CAUSED BY EROSION
FROM ENTERING ADJACENT WETLANDS.
1.4 GRADING OPERATION IS SCHEDULED TO BEGIN IN THE `.;UMMER OF 2004 AND
COMPLETED IN APPROXIMATELY ONE MONTH,
1.5 ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN
ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT
GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTRO'-", 2002 OR LATEST
EDITION AND TOWN OF SOUTH WINDSOR REGULATIONS. EROSION CONTROLS
ARE TO COMPLY WITH THE PLANS AND PROJECT SPECI-1CATIONS. ALL
EROSION CONTROL MEASURES ARE TO BE MAINTAINED /\ND UPGRADED BY THE
CONTRACTOR AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING
CONSTRUCTION, MICHELLE CARLSON, PROJECT MANAGER FOR FUSS &
O'NEILL CONSULTING ENGINEERS, INC, (850) 646-2469, SHALL BE
CONTACTED FOR EROSION CONTROL INQUIRIES.
ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DLRING THE
CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE OWNER OR AGENTS
OF THE TOWN OF SOUTH WINDSOR IN ACCORDANCE WI1H THE OCTOBER 1,
1993 STATE OF CONNECTICUT GENERAL PERMIT FOR STDRMWATER AND
DEWATERING WASTE WATER FROM CONNECTICUT ACTIVITIES (CGS 22A-4306)
AT NO ADDITIONAL COST TO OWNER.
1.6 THE CONSTRUCTION SEQUENCE IS NOTED ON THIS PLAIT SHEET.
EROSION & SEDIMENT CONTROL NOTES
1, EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO STUMP
REMOVAL AND CONSTRUCTION. CONSTRUCTION ENTRANCE WILL BE INSTALLED BEFORE
CONSTRUCTION TRAFFIC INTO AND OUT OF PROJECT AREA BEGINS. STABILIZATION OF ALL
REGRADED AND SOIL STOCKPILE AREAS WILL BE INITIATED \ND MAINTAINED DURING ALL
PHASES OF CONSTRUCTION.
2. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED OF IN A
MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. ALL HAYBALES OR SILT
FENCE RETAINING SEDIMENT OVER 1/2 THEIR HEIGHT SHALL HAVE THE SEDIMENT REMOVED
AND ALL DAMAGED EROSION CONTROLS REMOVED AND REFLACED.
3. THE CONTRACTOR WILL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS
EROSION AND SEDIMENT CONTROL PLAN, THIS RESPONSIBILITY INCLUDES THE
INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, 14FORMING ALL PARTIES
ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMEIITS AND OBJECTIVES OF THE
PLAN, AND NOTIFYING THE PROPER TOWN AGENCY OF ANY TRANSFER OF THIS
RESPONSIBILITY. THE OWNER SHALL BE RESPONSIBLE FOR CONVEYING A COPY OF THE
EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TO T1E LAND IS TRANSFERRED,
4. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND
EROSION THROUGHOUT THE LIFE OF HIS CONTRACT. DUST CONTROL
SHALL INCLUDE, BUT IS NOT LIMITED TO, SPRINKLING OF WATER ON
EXPOSED SOILS AND HAUL ROADS. CONTRACTOR SHALL CONTROL DUST
TO PREVENT A HAZARD TO TRAFFIC ON ADJACENT ROADWA'S.
5. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND
DISTURBANCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO STABILIZE
SOILS. OUTSIDE OF THE GROWING SEASON, ONLY WOOD HULCH SHALL BE USED.
6. HAYBALES SHALL BE USED ONLY AS A TEMPORARY MEASUF;E. WHERE CONTROL MEASURES
WILL BE REQUIRED FOR LONGER THAN SIXTY (60) DAYS, F LTER FABRIC SHALL BE USED.
7. WHERE DEWATERING IS NECESSARY, THERE SHALL NOT BE A DISCHARGE DIRECTLY INTO
WETLANDS OR WATERCOURSES. PROPER METHODS AND DEVICES SHALL BE UTILIZED TO THE
EXTENT PERMITTED BY LAW, SUCH AS PUMPING WATER INTO A TEMPORARY SEDIMENTATION
BASIN, PROVIDING SURGE PROTECTION AT THE INLET AND THE OUTLET OF PUMPS, FLOATING
THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED
SOLIDS. IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID OPERATION
SHALL CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF C )NTROLLING TURBIDITY ARE
DETERMINED AND IMPLEMENTED. MUST SUBMIT HIS DESIGN ALONG WITH THE LOCATIONS
OF THE BASIN TO THE TOWN OF SOUTH WINDSOR PRIOR TO CONSTRUCTION.
8, INSPECTION. A CERTIFIED SOIL SCIENTIST OR LICENSED PROFESSIONAL ENGINEER SHALL
INSPECT ALL DISTURBED AREAS OF THE CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN
FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AN[, LOCATIONS WHERE VEHICLES
ENTER OR EXIT THE SITE AT LEAST ONCE EVERY WEEK AN) WITHIN 24 HOURS OF THE
END OF A STORM THAT IS 1.0 INCH OR GREATER, INSPEC- ION REPORTS SHALL BE
SUBMITTED TO THE OWNER WEEKLY AND TO THE PLANNING & ZONING COMMISSION
MONTHLY. WHERE SITES HAVE BEEN FINALLY STABILIZED, S JCH INSPECTION SHALL BE
CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE MCNTHS.
PROJ. MANAGER:
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TOWN COMMENTS
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No.
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DESCRIPTION
BY
REVISIONS
GRAPHIC SCALE
www.FandO.com
SOUTH WINDSOR CONNECTICUT
PROJ. No.: 20D0481L10
DATE: 06/11 /04
CG. 1.3