HomeMy WebLinkAboutSITE PLAN (44) TOWN OF SOUTH WINDSOR, CONNECTICUT
PLANNING AND ZONING F COMMISSION
FORM
brouth Windsor
App-
IMPORTANT!
D R CelVed: Department staff
g y: Fre1qu
ng and Engineering Dep lication
ti n r ublic Hearin B
f e 14 days to determine application
eteness. To ensure receipt of a
ReC 1 Nam• ete application by PZC, it is strongly
mended that the application be submitted
ys prior to the Regular Meeting at which
ll be received.
APPLICANT: �,A.v�� � '
•f CT
TELEPHONE: �° 2
ADDRESS:1�� FA�WTOP Avg' Nr. �� _
OWNE
R OF RECORD ON LAND RECORDS: 5� E
ADDRESS: yV
COMPLETE LOCATION OF PROPERTY: N
6 Go(�N� a D V��l��5 !� �►
J'fv t0 aK-'f
S�iGT ZONE
Np,LujE, ADDRESS & TELEPHO
NE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE
DIRECTED:
5�►M E
TELEPHONE:
of the following)
THIS APPLICATION IS FOR: (Check one
(public hearing required)
1. Zone Change to
2. Subdivision required)
3. Open Space Subdivision (public hearing
4. Resubdivision (public hearing required)
5'. Special Exception to Article
(public hearing required)
6. Site Plan of Development
(Section 10) and/or Earth Removal (Section 9)
7 . Earth Filling
(public hearing required)
8 . General Plan of Development Subdivision
9 . Regulation Amendment: Zoning
10 . Other (explain in detail)
SIGNED BY THE APPLICANT AND OWNER OF THE PROPrRTY
THIS APPLICATION MUST BE SIG 7 if public
ng
AND SUBMITTE
D IN TRIPLICATE WITH SIX SETS OF TH MAP
s requ
ired)uired) END OTHER DOCUMENTS (see page 2
---------------
CJ M� 0 er
p,pplicant ���j A1/14/87
(see reverse side)
TOWN OF SOUTH WINDSOR, CONNECTICUT
PLANNING AND ZONING COMMISSION
APPLICATION FORM
This application is complete and ready for Planning & Zoning Commission
receipt only upon submission of all required documentation, including,
but not necessarily limited to, the following items. Not all items are
required with every application. See applicable sections of the South
Windsor zoning and subdivision regulations for specific requirements.
APPLICATION CHECKLIST
1. Key Map
2. Architectural Elevations/Floor Plans
3. Completed application form (in triplicate)
4. Required fees
S. Zone Change, Site Plan, Subdivision, Open Space Improve-
ment, and/or General Plan of Development maps, in accordance
with regulations. (Six sets - seven if public hearing required)
6 . Plans & Profiles/Drainage Calculations '
X 7. Conservation Plan
x 8. Landscaping Plan
9 . Traffic Engineering Report
10. Narrative Statement
11. Sanitary Report
12. Copy of agreement to purchase land (if not the owner)
13 . Other
ALL PROSPECTIVE APPLICANTS ARE URGED TO CONFER WITH TOWN PLANNING
DEPARTMENT AND ENGINEERING BUREAU STAFF PRIOR TO SUBMISSION OF ANY
APPLICATION TO THE COMMISSION.
CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE.
1/14/87
TOWN OR SOUTH WINDSOR APR
INLAND WETLANDS AND WATER COURSES South Windsor
APPUCAT10N INLAND WETLANDS AGENCY/'
THIS APPLICATION, ONCE INMW D AT A
INL AW w AGENCY ACTION (SEE BACK OF THIS FORM)+ SHALL
BBIS ME
REGULARLYAT =�
p REGULARLY SCHEDULED MEETING OF
APPLICATION NO. b f TOWN HALL. AT
ATE THIS APPLICATION MUST BE ��FIN TRIpLICATESOUTH WINDSOR BY
RECEIVED 0 THE OFFICE OF THE TOWN CLERK
PUBLIC HEARING OATS 12 NOON AT LEAST 14 DAYS PRIOR TO THE SFIR OF MAPS
(if no ssary) REGULAR MONTHLY MEETING DATE. TARES
COMPLETED APPLICATION OR PLANS MUST BE SUBMITTED TO THE TOWN ENGINEER
PVMIT GRANTED DATE_ AT LEAST 14 DAYS PRIOR TO THE FIRST REGULAR
MONTHLY MEETING DATE.
PERMIT DENIED DATE
PLEASE PMtINT OR TYPE.
1. APPLICA NT DAV 97 TEL NO.
AOOA 1N&TO1�1 A46..CITY A STATE
Z. OWNER S^,AA G
TEL NO.
ADDRESS CITY & STATE
W NuTM� p. IJ'tE�sf�
3. LOCATION OF PROPERTY or— ohol�s7G �
NAMES OF ADJACENT PROPERTY OWNERS '
\NILL ^ 00NCB l 15 A O
LIZ
AA rQ Ar Ler .
V 1G 558G1 ES
STATt C ULML.Y AND BRIEFLY
S. PURPOSES AND DESCRIPTION OR THE PROPOSED ACTIVITY.AND THE TIME ELEMENT INVOLVED:
FjLl•lt4& WETLAMDS V+^T i-'AV15 1:10 N pJcleVlO V5 k%(
STVIC 115Y /NAM �Ew AILVA—S ')!AT
W11011.0 lcFly z.T TO W9TLAH f7s A�'rER STA61 l.1ZA% fa1`1
ATTLNTION: THE APPLICANT UNDERSTANDS THAT THIS APPLICATION IS TO BE CONSIDERED
COMPLETE ONLY VMEN ALLINFORMATION 3 DOCUMENTS REOUIRED BY THE
AGE CY.HAVE 13M SUBMITTED.
APPROVAL MAY ALSO BE NECESSARY FROM THE PLANNING ANO ZONING COM-
MISSION.
AN APPLICATION FEE IS REQUIRED. CONSULT TEL
ED
(SECTIONS 6.9, 6.9a 'and 6.9b) .
A SIGN IS REQUIRED. CONSULT THE (SECTION 6.3a) .
SIGNED: (Ap t)
10A VIVA. Or-O WN
C%AM9
(owner)
Revia w 8/12/85
CHECKLIST FOR REQUIRED INF OkMAT I ON
6• _ .q.PPL1C�1�iT HAS HAD NO-PS AND PLw-l.NS CERTIFIED BY SOIL
CONSERVAT I ODt SERVICE TO VERIFY Comp LET E COMPLIA.NCE
WITH CONNECTICU l GUIDELINES FOR jUIL = OSION AND
S ED DMEN T C UN.TR OL ( A.S PER F-ZiND SOUK, .6 AIMEND ED ED,
.AND PUBLIC ACT 83..388.. AS AKENDF.D.
DATE OF CERT IF ICAT I CDC
70 APPLICATI CDC IN.F ORMAT I Oft COMPLIES WITH AGENCY'S
REGULATIONS ( SECTIONS 7.I, a through j.
8. REQUIRED FEE HAS BEEN PAID.
DATZ RECEIVED
9. APP LICAM ( OR DESIGNATED REP RESEN.TAT IVE)HEREBY
AT`. F=S THAT A SIGN WILL BE POSTED AT THE FOLLOWING
LOCATION(S) NUTM6& IZ MCKTH
HIl�f1WAY 0D0 J t7A1Kl aS
BY VAV i D
ON OR BEFORE ThE F DATE
SIGNATURE
Pt 40P A 090 W"
THIS AP P LI CAT I Gib IS FOUND TO BE COMP LET E AND NOW
QUALIFIES FOR PLACEMENT Oki THE AGENCY'S AGENDA:
DATE SIGNATURE
Town Engineer
(Agency Sec'y
Agency Chairman
THIS APPLICATION IS INCOMPLETE BECAUSE OF THE FOLLOWING
UUMBERED IT EMS ( FROM ABOVE ) AS CHECKED 8FLOW:
1 2 3 4 5
6 7 8 9
v PS-aa& qdzrl�
R CONN. 06074
° E SOUTH WINDSO
e
y ` 1540 SULLIVAN AVENUE
AREA CODE 203/644-2511
SOR.C
TO: Marcia A
• A. B anach, Director of Planning
Officer
Zoning/Wetlands Enforcement v
FROM: John E. McCahi 11, ��
te: Review
and comments on the Final
David Brown si
RE: for the site.
Plans"
lane reflecting
the most current
1 . The IWA/CC does not have p les of revised plans
Three cop'
changes dated 3/IWA/CC
' ted to prior to construction.
be submit
with experience in the creation
nfis
2 , Although a consultant wi the written p
wetlands has addressed the Commiissiont to provide details for
rovided the
genera and needs to be Barske, PhD has p
very g Philip t outline
construction activities .
marsh" . In the concept
"concept of creating a which may require modifications
there are many site variationslane or we may
work* This must be reflected on the Work or not, for
to site wo lane as shown► whether they
end up with the p which is best for the site as it
the site. Who is to decide
progresses? n the lane. This, and
3 . There is
now some well data indicated should be utilized and
Y
an other groundwater data
aedlon the plans .
basin contours further re in _ lan sheet 3" ,
4 , Sheet number 7 Of 11
"note - refer to plot-plan
should actually reference sheet 4 • s in the
5 . Details should be provided for the rip-raP of the bend
Swale. laced ,when
of 11 indicates a snow fenthetOnteA of the snow fence
g , Sheet 5 lete" . I believe .
clearing is comp limit of clearing. Limits of construction
is to also act ato bephysically established on the
in general need phasing or
s tO
There is
7 . unt no
of disturbance indicated on the
Area of disturbance i o limited.
other means of limiting a
plans .
topic of concern. There is nothing o
8 . Stump de
the plans to inpositiondi at a p
ethedisposal of stumps*
r
9 . IWA/CC approval condition #12 indicates a concern for effects
on the groundwater table up and downstream. This has not been
addressed as of yet.
10. The detention area (which will act as a siltation basin) ,
proposed swale, and wetlands creation should be given priority
on the plans. These areas should be stabilized prior to
remaining construction activities taking place.
-33
O
FUSS8c MBLL
consulting engineers
w
M E M O R A N D U M
TO: MARCIA A. BANACH, DIRECTOR OF PLANNING
FROM: BETSY A. KAEMMERLEN, ASLA
RE: DAVID BROWN ASSOCIATES
GOVERNOR'S HIGHWAY SITE
1. Maximum 4:1 slopes have been indicated on plans (Sheets
5-7) . Contours were redrafted from originally proposed 3:1
slopes to 4:1 in critical areas. Due to the slope
requirement the buildings and roadways were shifted 3' to
the north (minimum distance to the property line changes
from 105 ' to 1021 ) .
2. Approximate limits of construction are indicated on Sheets
5 & 6.
3. Siltation basin is indicated on Sheets 5 & 7.
4. It is not possible to show the buffer on the "plot plan"
since it does not include the east boundary line. The
buffer is shown on Sheets 2 & 6.
5. Riprap is indicated on Sheets 6 & 7 as required.
6. Riprap is indicated on Sheet 6 at culvert discharge areas.
7. The work "not" was removed from note on all drawings.
8. A submittal was made and approved.
9. Groundwater was addressed in the wetlands creation plan
and discussion with the commission. Groundwater elevations
are indicated on sheet 6 in the table of monitor well data.
10. Sanitary laterals were changed from 4" to 6" , as directed
by Town Engineer.
cc: Jerry Iazzetta
David Brown
Andy Smith
87-408 Corres.
0317A89BAK
146 HARTFORD ROAD / MANCHESTER, CONN. 06040 / TEL. (203) 646-2469, FAX. EXT. 307
SOLID WASTE MANAGEMENT•WASTE WATER SYSTEMS•EROSION CONTROL•WATER SYSTEMS•HYDROLOGY and DRAINAGE SYSTEMS SITE PLANNING
HIGHWAYS and BRIDGES•SURVEYING•LANDSCAPE ARCHITECTURE•TRANSPORTATION and TRAFFIC•PUBLIC WORKS MANAGEMENT 9 HYDROGEOLOGY
SOIL SCIENCE SERVICES 104 Elm Street, Cheshire, Connecticut 06410
SOIL REPORT
TO: Fuss & O'Neill, Inc e SSS Job No. 87-716-CT-SWI-15
210 Main Street Client Job No.
Manc e s e r, CT 06040 Site Inspection Date 12/10/67
PROJECT TITLE AND LOCATION C as le Corp. , Governor' s Highway &
Nutmeg Road, South Windsor, CT
PROJECT DESCRIPTION:Inland wetland identification and classification of soils
METHOD FOR IDENTIFICATION OF MAP UNITS
Wetlands
X❑ Field marking(flagging) for survey.
Q Field plotting on Property Line Map , scale: 80 2 f t
contour:
❑ Field plotting on aerial photography.
Non Wetland Soils
0 High intensity field identification by Soil Scientist.
❑ Medium intensity identification from USDA, Soil Conservation Service Soil Maps.
METHOD OF SOIL IDENTIFICATION SOIL MOISTURE CONDITION
XJ Spade and Auger ❑ Dry 0 Moist [] Wet
❑ Deep test pits(backhoe)
Frost Depth in.
❑ Other Snow Depth in.
The classification system of the National Cooperative Soil Survey, USDA,Soil Conservation Service and the
County Identification Legend were used in this investigation. The investigation was conducted by the
undersigned Certified Soil Scientist.
All wetland boundary lines established by the undersigned Soil Scientist are subject to change until
officially adopted by local, state or federal reguiatory agencies.
Respectively submitted by Approved by
SOIL SCIENCE SERVICES
Soil Scientist Kenneth C. Stevens,Jr
Field Investigator Principal Soil Scientis
See attached page(s)
SOIL REPORT continued
PROJECT TITLE: Casle Corp. , Governor's Highway & Nutmeg Road, South
Windsor, CT
MAPS/PLANS TRANSMITTED TO CLIENT
Sketch location of Wetlands and other Soil Types.
None
NUMBERING SEQUENCE OF WETLAND BOUNDARY LINE MARKERS
1 THRU 7/46 8 THRU 35/111 36 THRU 46/7 36/47 THRU 63
SUMMARY SOIL DESCRIPTIONS
WETLAND SOILS
Walpole sandy loam (Wd) . This is a poorly drained, moderately coarse
over coarse textured, friable over loose glacial fluvial (outwash)
soil.
NONWETLAND SOILS
Windsor loamy fine sand (Wv) . This is an excessively drained,
moderately coarse over coarse textured, loose, glacial fluvial
(outwash) soil.
Sudbury fine sandy loam (Ss) . This is a moderately well drained,
moderately coarse over coarse textured, friable over loose glacial
fluvial (outwash) soil.
For further information about the soils, refer to Soil Survey,
Hartford County, Connecticut.
SOIL SCIENCE SERVICES
104 ELM STREET•CHESHIRE, CONNECTICUT 06410• 203-272-7837
KENNETH C.STEVENS,JR.,PRINCIPAL SOIL SCIENTIST
THOMAS W.PIETRAS,SENIOR SOIL SCIENTIST
VIRGINIA E.BURKHARDT,SENIOR ECOLOGIST
December 14, 1987
Christopher Stone
Fuss & O'Neill, Inc.
210 Main Street
Manchester, CT 06040
Re: Casle Corporation, Governor's Highway and Nutmeg Road,
South Windsor, CT S.S.S. Job No. : 87-716-CT-SWI-14
Dear Mr. Stone:
At your request I inspected the site for the purpose of identifying
wetland soils. The inspections were made on various dates between
11/02/87 and 12/11/87. Several site inspections were neccessary. At
my request, other soil scientists reviewed the site with me for
consultation. The soils and site conditions are rather complex.
Poorly drained soils were identified with the aid of a spade and auger
and consequently marked off from the non-wetland soils with
consecutively numbered orange survey tapes.
The site occurs .on a broad outwash plain containing deep sand deposits
over glacial lacustrine silts and clays. Hummocky topography with
broad flat areas were typical of original conditions. The soils
originally formed under forest vegetation with a seasonal high ground
water which remained at or just below the surface of the low lying
areas. The poorly drained soils found in these lower lying areas are
characterized by a deep, very dark gray A horizon over a distinctly
mottled sandy loam B horizon. The underlying C horizon has distinct
mottles and is light grayish brown to light olive brown sand. The
elevated areas contain moderately well drained soil with a dark brown
A horizon overlying a bright brown sandy loam B horizon. The lower
part of the B horizon is commonly mottled medium brown sandy loam.
The separation of poorly drained from moderately well drained soils is
readily apparent in the hummocky landscape of the forested area of the
site. The broad depressional areas contain thick growths of sweet
pepperbush and large red maple trees. The maples show root buttresses
which indicated they have grown in long periods of soil saturation and
seasonal water ponding. The soils present on the hummocks are
non-wetland containing much less undergrowth with a dominance of large
upland oak trees.
The soils present in the field have been disturbed from past
agricultural practices. The original hummocky topography has been
changed to a flat to a gently sloping landscape. Both poorly and
moderately well drained soils occur in the field. A very hard ironpan
layer at 15 inches is present in some soil areas of the field. The
ironpan has a dark reddish brown coloration with a thickness varying
INLAND WETLANDS IDENTIFICATION ENVIRONMENTAL ASSESSMENTS SOIL CLASSIFICATION AND MAPPING
from 2 to 6 inches. The horizon above the ironpan is a very dark
topsoil while below is present a light olive brown to light olive gray
mottled sand. The ironpan is associated with both poorly and
moderately well drained soils on the site. Disturbances from
agriculture have resulted in the formation of soil mapping complexes
witnin the field. Within areas identified as poorly drained soils,
there are small inclusions of moderately well drained soils which, due
to the soil complexity cannot be mapped out as a separate unit.
Likewise, within the moderately well drained soils there are areas of
poorly drained soils which cannot be mapped separate.
It was evident throughout the period of my site inspections that the
hydrology of the site has changed significantly. Relatively dry to
slightly moist conditions were present in the poorly drained soils.
The seasonal high ground water table was not present in any of the
poorly drained soils. Past drainage work on the site included the
construction of ditches and likely tile drains. Drainage work
throughout the locality has also likely added to the significant
change with the present hydrology. The main ditch which runs from
west to east along the edge of the field has a depth of four feet. No
water or soil saturation was present in the ditch during the
inspection. The permeable nature of these soils make them relatively
easy to drain when an outlet is available. It appears that water
levels have dropped by two or more feet in these soils. In addition,
during the wettest times of the year these soils may become saturated,
but likely for much shorter periods than was formerly characteristic.
The delineation of the soils having poorly drained features on the
site was made in an attempt to identify the existing wetlands. Due to
past disturbances to the site, the soils have become drier than under
the conditions through which they have formed. The presence of
mottled soils throughout the site and the well established wetland
vegetation within the forested area indicate that wetland conditions
were once associated with extensive areas on the property. The
wetland soils delineation which I have made provides the approximate
location of the original wetland areas plus some disturbed poorly
drained soil areas within the field. At the present time drainage
conditions have made the site drier and this should be noted by any
regulatory agency making a review of the property. If in the future
the present drainage conditions are altered and allowed to revert back
to their previous drainage condition, then the delineation of the
poorly drained soils would be of greater importance. The poorly
drained soils would be characterized by a seasonal high ground water
table at or near the surface, be capable of supporting wetland
vegetation and be able to provide a variety of wetland functions.
Respectfully submitted,
SOI4 SCIENCE SERVICES
fLcui-
Thomas W. Pietras
Soil Scientist (Certified)
FUSS8caN8LL PREPARED DATE CHECKED DATE PROJECT NO
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PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
Date: ���1a
TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw.
Ricdzat-d J. sart=, Gary Tyler, Fite John Shemo
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received plans for the
following project:
Subdivision _ Site Plan
Residential Commercial
Industrial
��
Location: ,
Project Description:
Futur Town-owned property involved? _YES = NO
(a) new streets (_ existing frontage also)
(b) new open space/recreation area
active passive
(c) new detention area
Planning Department comments :
�l
Please let me know by ��, if you will have comments on
�� department when I
this application so that I can follow up with your de p
do a Planning Department report.
aW t2
le,
J/7
�/ �,� , <f �n---� r�� C�.Qa, -,t .�s-�1J �.: .`�fir'--���,r��-+Z.,��r w-,, �' ►'e r`��•�?c
Mr. John J. Moran, Jr.
RE: David Brown Associates
If an Inland Wetlands permit were granted with conditions, they
could include:
1. Modifications to the plans to show maximum 4:1 slopes,
stockpile location, limits of construction, buffering of
neighbors, siltation basins, extend anti-tracking apron to
existing pavement and resolve the conflict between the
construction schedule and the E & S control notes.
2. Item 3 in the E & S control notes to be adjusted to 30 days
or as directed.
3. Significant or specimen trees should be located along NF
Albert J. Schneider and methods of their preservation should
be shown.
4. Dust protection should be addressed on the plan.
5 . The effect on the ground water table should be addressed.
Up and downstream.
6 . The plans are marked "Not Released for Construction" which
is correct. Prior to construction the plans as modified
shall have to be approved.
7 . A bond would be required to cover the compliance
requirement. If on 3.86 acres, this should be indicated.
Very truly yours,
A. Bowen Davies
Deputy Town Engineer
AHD/jsv
cc: David A. Brown
Michael J. Gantick, Director of Public works
Marcia A. Banach, Director of Planning
John Shemo
IWA/CC
SEA Consultants Inc. May 10, 1988
Engineers/Architects
Principals
Arnold B.Goldstein,P.E.
Frederick G.Aufiero,PE. Mr. Michael J. Gantiek, P.E.
Robert M.Brandon,A.I.A.
Stephen H.Geribo,P.E. Director of Public Works
David T.Goodemote,P.E. Town of South Windsor
Bruce E.Soule,PE. 1540 Sullivan Avenue
Kenneth M.Stewart,P.E.
Anthony J.Zu na,PE. South Windsor, Connecticut 06074
Associates
Steven L.Bernstein,P.E. Re: David A. Brown
Paul F.Gabriel,PE. Job No. 88126.28
Mark Gould,PE. Task Order No. 28
Michael S.Schultz,P.E.
Arthur A.Spruch,P.E.
Dear Mr. Gantiek:
Paul C.Ross,P.E.
As requested, S E A Consultants Inc. has reviewed the following for the
above referenced project:
Sheet No. Title Prepared By Date
1 of 9 Boundary Survey Fuss & O'Neill Inc. 3-1988
2 of 9 Wetlands Map it 2-1988
3 of 9 Layout Plan it 4-1988
4 of 9 Erosion & Sedimenta-
tion Control Plan It 4-1988
5 of 9 Grading do Utilities Plan it 4-1988
6 of 9 Planting Plan it 4-1988
7 of 9 Planting Details it 4-1988
8 of 9 Utility & Paving Details " 4-1988
9 of 9 Erosion & Sedimentation
Control Details It 4-1988
- Drainage Calculations it 4-1988
1 Floor Plan Casle Corp. 9-1987
2 Exterior Elevations " 9-1987
850 Silas Deane Highway
Wethersfield,CT 06109-3412
(203)721-7993
485 Massachusetts Avenue
Cambridge,MA 02139-4018
(617)497-7800
Citicorp Park W st
100 Foden Road
South Portland,ME 04106-2319
(207)775-2281
S E A Consultants Inc.
Engineers/Architects Mr. Michael J. Gantiek, P.E.
May 10, 1988
Page Two
This information was reviewed for compliance with the Town of South
Windsor Subdivision and Zoning Regulations dated July 24, 1972 and
standard engineering practice. We note the following:
Section 4.13.2.1 KEY MAP
The Key Map should be drawn to a scale of 1-inch equals 200 feet.
d, a Proposed drainage and sanitary sewer systems should be label-
ed.
f. Names of abutting property owners should be shown.
Section 4.13.2.3 PLOT PLAN
a. Distances and bearings of all boundary lines and acreage of
the entire site should be provided.
d. Proposed signs and outside lighting should be indicated. Outside
lighting for the two buildings has been shown on the Planting
Plan.
f. Names of abutting property owners should be shown.
g. Monumented points within the site should be coordinated and
listed in tabular form on the plan.
i. The map should be entitled "Plot Plan".
Section 4.13.2.4 TOPOGRAPHIC MAP
b. Curb lines and pavement widths should be labeled.
C. Proposed sanitary sewers and manholes should be shown with
top of frame and invert elevations, lengths of pipes, and slopes.
Also, existing sanitary sewer manholes along Nutmeg Road
North should include top of frame and invert elevations.
g. Proposed storm drainage systems should include slopes of pipes.
J. The plan should be entitled "Topographic Map".
SEA Consultants Inc. Mr. Michael J. Gantiek, P.E.
Engineers/Architects May 10, 1988
Page Three
Section 8 OFF-STREET PARKING
The parking schedule denotes 260 required parking spaces; however,
108 spaces have been provided with an additional 92 in reserve.
The engineer has calculated parking requirements for the warehouse
based upon floor area. For industrial usages the required parking
spaces should be calculated using the following: 1 space per 2
employees. Therefore, the total number of employees that will be
employed in the warehouse should be provided. Also, handicap space
requirements are calculated based upon 1 space for every 25 parking
spaces provided.
GENERAL COMMENTS
1. The gutter flow analysis should include depths and widths of flows
at proposed catch basin inlets. Gutter flows at the low point
locations should not include roof drainage. The "AI" from the roofs
should be included in the storm sewer design.
2. The detention computations are incomplete. The engineer should
provide hydrograph analyses and demonstrate that there will be zero
net increases between pre- and post development conditions for the
entire watershed during the 2, 10, 25, 50, and 100-year storm
frequencies. Water surface elevations for each frequency and an
appropriate outlet structure should be provided.
3. The Town requires a minimum cover of two feet over all drainage
pipes.
4. A legend indicating existing and proposed features should be included
on the plans.
5. The engineer should demonstrate that the proposed plantings along
Nutmeg Road North will not restrict sight line requirements at the
site drive intersection.
6. The base and subbase thicknesses of the pavement section appear
to be inadequate for the given field conditions. It is recommended
that the bases be increased to suitable thicknesses for the subsurface
and wheel loading requirements.
7. Item #7 of the erosion and sediment control notes indicates the
use of riprap channels at discharge areas. The engineer should
include details of the riprap outlets and also investigate the use of
riprap protection along the two bends of the proposed swale. .
8. The grassed swale detail should includ typical lawn-sod thicknesses.
SEA Consultants Inc. Mr. Michael J. Gantick, P.E.
Engin ors/Architects May 10, 1988
Page Four
9. A maintenance schedule of the temporary sedimentation basin should
be provided.
10. The detention basin does not include an emergency spillway or any
other type of hydraulic structure to pass storms exceeding the 100-
year frequency. The maximum allowable discharge of the existing
2411 RCP across Nutmeg Road North is approximately 27 efs.
If you have any questions, please do not hesitate to call me.
Very truly yours,
S E A CONSULTANTS INC.
m es R. Bancroft, P.E.
JRB:mp
M E M O R A N D U M
May 18, 1988
TO: , Marcia A. Banach, Director of Planning
FROM: Michael J. Gantick, Director of Public Works
49
RE: DAVID A. BROWN
Engineering Review
P1 ase find enclosed the SEA engineering review for the subject
application.
Pursuant to the comments of the SEA report, the functionability
of the proposed drainage system network on a poor soil condition
site is of concern.
This Department will re-review these plans once the SEA comments
have been addressed.
Should you have any questions please contact me.
MJG/jsv
cc: Engineering Department
PZC Correspondence File
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t 4;� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
soR,co AREA CODE 203/644-2511
June 1, 1988
Mr. John M. Moran, Jr. , Chairman
South Windsor Inland Wetlands Agency/Conservation Commission
1540 Sullivan Avenue
+ South Windsor, CT 06074 r �
RE: David Brown - Fuss & O'Neill Report of May 23, 1988
Dear Mr. Moran:
The supplemental information doesn't change the obligation of the
Agency to address the feasible and prudent aspects for
development of the wetlands with the issuance of a permit.
Their drainage input does require more detailed information, not
for the commission action, but overall development of the 95 acre
watershed. An expansion of their report could result in 70 acres
of impervious coverage discharging down a 3,500 L.F. open channel
at a minimum grade to the 24" outlet at Nutmeg Road North. This
can be a delicate maneuver where an inch here and there could
make it impossible to drain the abutter without an excessive
expense. Their proposal for construction from the outlet
upstream should be reflected in sufficient and appropriate detail
on their plans maintaining drainage from the abutter.
Their proposal for a swale along the northerly boundary cannot be
covered in a paragraph or so. In keeping with the "Guidelines" ,
there should be an area of non disturbance around the mature
trees in this "buffer area" . The plans should be modified to
show the trees in this area and the protection proposed. Perhaps
a reduction of the building length could ease the impact.
The "creation of a more valuable wetlands environment" does
require more detail. A recent site that was over excavated to
bring the watertable closer to the surface installed an aeration
system to retard the algae growth, resulting in a motorized
wetlands . An open water pond isn't what I envision as a wetland
enhancement.
Mr. John M. Moran, Jr. , Chairman Page 2
Inland Wetlands Agency
In summary, the plans are not for construction. Pending a
decision on a wetlands permit, the plans should be revised and
heard after modification.
Very truly yours,
A. Bowen Davies
Deputy Town Engineer
ABD/jsv
cc: David Brown
Michael J. Gantick, Director of Public Works
Marcia A. Banach, Director of Planning
John Shemo, EDC
IWA/CC File
J
VI
4J,
DBA
JUN 21 1988
DAVID BROWN A55OCIATES South Windsor
Planning A ZooiAg issio�-
Building Management June 20, 1988
Town of South Windsor
1540 Sullivan Avenue
South Windsor, Conn. 06074
Attn: Michelle
Dear Michelle,
I am writing for David Brown Associates-,- g-wing
the Town of South Windsor an extension of sixty-five
days to act upon the application of David Brown Asso-
ciates on the thirty-eight acres of land at the corner
of Nutmeg Road and Governors Highway.
Sinc o
D o wn ,
DAB:ksl David Brown Associates
998 Farmington Ave. ❑ West Hartford, CT 06407 0 236-2595
y Y / ap s �•
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w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
f'►osoR-co�� AREA CODE 203/644-2511
Y
June 22, 1988
David A. Brown
994 Farmington Avenue
West Hartford, CT
Re: Application #88-033, Site Plan
Dear Mr. Brown:
Attached is a copy of comments from the Planning and Engineering
Departments regarding the above-referenced application. Please
make the necessary revisions to the plans and submit 6 complete
sets (including architectural elevations, landscaping plans,
etc. ) to the Planning Department.
If you have any questions regarding the comments or the
procedure, please contact me.
Very truly yours,
Marcia A. Banach
Director of Planning
cc: Town Engineer
B
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M 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
AREA CODE 203/644-2511
June 29, 1988
David A. Brown
994 Farmington Avenue
West Hartford, CT 06107
RE: Application #88-33P - David A. Brown Site
Dear Sir:
At the June 27, 1988 meeting, Inland Wetlands Agency/Conservation
Commission approved with modifications Application #88-33P for
the constsruction of an industrial building on the northeast
corner of Governor's Highway and Nutmeg Road, I zone as shown on
plans prepared by Fuss & O'Neill, Consulting Engineers dated
3/4/88 and revised 4/12/88 .
The following modifications must be adhered to for this permit to
be valid.
1 . Three (3) blueprint copies of the approved map with all
modifications be submitted to the IWA/CC within 65 days for
review prior to any construction activity on the site.
2 . Construction activities shall be subject to the approval of
the Town Engineer.
3 . The application shall indemnify and hold harmless the Town
of South Windsor against any liability which might result
from the proposed operation or use.
4 . We recommend a bond in the amount of $10,000. to be
submitted to Planning and Zoning Commission to ensure
compliance with the Erosion and Sedimentation Control
Measures .
5 . The permit is valid for one year and shall expire on Jun
27, 1989 .
6 . All approvals required must be obtained and submitted prior
to any activity on the site.
7 . A consultant with experience in the creation of wetlands
must be contacted to come up with a program for the
wetlands creation. A written plan must be submitted with
specifics on how they plan to establish the new wetlands.
No building permit will be allowed until the plans are
submitted to IWA/CC.
8. Modifications to the plans to show maximum 4:1 slopes,
stockpile location, limits of construction, buffering of
neighbors, siltation basins, extend anti-tracking apron to
existing pavement and resolve the conflict between the
construction schedule and the E & S control notes.
9 . Item 3 in the E & S control notes to be adjusted to 30 days
or as directed.
10. Significant or specimen trees should be located along NF
Albert J. Schneider and methods of their preservation
should be shown.
11. Dust protection should be addressed on the plan.
12. The effect on the ground water table should be address d,
up and downstream.
Very truly yours,
John M. Moran, Jr. , Chairman
JMMJr. ,/pmm
Enclosures
cc: A.B. Davies, Deputy Town Engineer
Raymond Hallowell, Chairman, Planning & Zoning Comm. `
John R. Collins, Chief Building Official
Michael Gantick, Director of Public Works
Marcia Banach, Director of Planning /
Fuss & O'Neill, Consulting Engineers
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4 �v 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
,�psoR•c� AREA CODE 203/644-2511
June 29, 1988
David A. Brown
994 Farmington Avenue
West Hartford, CT 06107
Gentlemen:
Section 4.13. 6 of the Zoning Regulations, Conservation Plan (a
copy enclosed) establishes the criteria for such a plan and a
method of monitoring its application. A permit for your proposal
was granted, with a bond as assurance of compliance with its
sedimentation and erosion control measures. To assist in the
review process by the Inland Wetlands Agency/Conservation
Commission, whether for a permit extension or specific inquiry
request, the provisions for verification through progress reports
by the developer's/applicant's Engineer demonstrating that each
Erosion and Sedimentation control measure has been installed and
maintained, in accordance with the approved plan shall be
required.
It is requested that this verification report be submitted at
least two weeks before the regular meeting of the IWA/CC to
permit time for the Commissioners to evaluate your project
controls .
Very truly yours,
A. Bowen Davies
Deputy Town Engineer
ABD/pmm
E. TREE PROTECTION (TP)
1. DEFINITION
The protection of desirable trees from mechanical and other injury
during construction.
2. PURPOSE
To ensure the survival of desirable trees where they will be
effective for erosion and sediment control , watershed protection,
landscape beautification, dust and pollution control , noise
reduction, shade and other environmental benefits while the land is
being developed.
3. APPLICABILITY
To areas with desirable tree growth and subject to land disturbing
activities.
4. PLANNING CONSIDERATIONS
Development often takes place on tracts of forested land. Building
sites are often selected because of the presence of mature trees.
Intensive planning and care is necessary to protect desirable trees
in the interval between buying the property and completing
construction. It takes 20 to 30 years for newly planted trees to
provide the benefits of mature trees. Trees may perform the follow-
ing functions on a site:
a. Stabilize the soil and prevent erosion.
b. Decrease storm water runoff through canopy interception and
root zone absorption.
C. Moderate temperature changes and provide shade.
d. Moderate the effects of sun and wind.
e. Provide visual buffers and screen out noise.
f. Filter pollutants from the air, and produce oxygen.
g. Provide habitat for small animals and birds.
h. Preserve and increase property values.
i. Provide desirable aesthetic values.
5. STRESSES OF CONSTRUCTION
Construction activities expose trees to a variety of stresses or
conditions which may injure or kill a tree. An understanding of
these stresses is helpful in planning for tree protection.
6-39
6. SELECTING TREES TO BE RETAINED
a. The proper development of a wooded site requires completion of
a plan for tree preservation before clearing and construction
begins. Trees should be identified by species, and located on
a plan map, either as stands or as individuals, depending on
the density and value of the trees.
b. Consider trees with a long life span, the oaks, hickories,
beech and maples. Trees should be healthy, of good visual form
and free of rotted or broken limbs. Younger trees should be
given preference over older trees which may be declining in
growth.
7. INSTALLATION REQUIREMENTS
a. Groups of trees and individual trees selected for retention
shall be accurately located on the plan and designated as
"tree(s) to be saved." Individual specimens that are not part
of a tree group shall also have their species and diameter
noted on the plan.
b. The limits of *clearing shall be located outside the drip line
of any tree to be retained, and in no case closer than
five feet to the trunk of such a tree (Figure 6-13).
Figure 6-13 - Construction Activities and Tree Protection
Drip Line
Protective Device
1
I
Limits of Clearing
and Grading
st ...t
Proposed Grading
Mi n.' 5 .
Source: Virginia Soil and Water Conservation Commission 1980,
Virginia Erosion and Sediment Control Handbook.
6-41
� r _
Snow FenceW. Drip Line
Cord Fence
Board Fence—
Correct Methods of Tree
I ,II I,I IIIJII�L1 .111 II
I
I �
� � I
Fencing
� l
Trunk
u I..
Armoring
Triangular
• • •
• • • . . • •
Figure 6-16 - Tree Wall
1
I
i 1
Drip Line
I
Original
i Grade
1 1
Retaining I .�.,,.. ►, w,� ,: :_• :;; ,,� New
i:. , t::°°: Grade
Wall
Line of Minimum
Excavation for
Wall Constructio
5' Min. (Drip Line)
Topsoil Backfill
Gravel Fill if
�� Wall is Mor
.. ..,.. :,. �;:.: ',,�. :,:.r.:.: •::,_;,:: ., Than 2' Hi g
�!S•'r''•'?' 'lit.t:;%•� :r:!t.: ':ii�: .• •:.:.
Taper Wall
Tile Drain
Min.
TREE WALL DETAIL Roots Penetrating Beyond the Wall
Location Should Be Bridged
Source: Virginia Soil and Water Conservation Commission 1980, -
Virginia Erosion and Sediment Control Handbook.
6-46
(2) The wall shall be constructed of large stones, brick,
building tile, or concrete block or cinder block. Provide
for drainage through the wall , if necessary.
j, Trenching and Tunnelling
(1) To reduce the amount of root area damaged or killed by
trenching activities, excavate as far away astpossible
from the trunks of trees, preferably outside
he crown
dripline.
(2) The ends of damaged and cut roots shall be cut off
smoothly and protected by promptly painting with a tree
wound dressing.
k. Cleanup
Cleanup after a construction project can be a critical �ime for
tree damage. Trees protected throughout
d development
the final
operation are often destroyed by carelessness
cleanup and landscaping. Fences and barriers shall be removed
after everything else is cleaned up and carried away.
8. MAINTENANCE
Even with precautions, followed.
some damage to protected trees may ocr. In
such cases, the following maintenance guidelines should be
a. Soil Aeration
If the soil has become compacted over the iootzone of in n with
tree, the ground shall be aerated by punching holes
suitable equipment.
b. Repair of Damage
1 An damage to the crown, trunk or root system of any tree
( ) retained on the site shall be repaired immediately.
(2) Damaged roots shall immediately be cut off cleanly inside
the exposed or damaged area. Cut surfaces shall
painted with approved tree paint. Moist peat moss, burlap
or topsoil shall be spread over the exposed area.
(3) All tree limbs damaged during construction or removed
t the
any other reason shall be cut off
aab vethe co
preceding branch junction (Figure )•
(4) Care for serious injuries shall be prescribed by a
forester or a tree specialist.
6-47
F. VEGETATIVE STREAMBANK STABILIZATION (VP)
1. DEFINITION
Stabilizing and protecting banks of streams or excavated channels
against scour and erosion.
2. PURPOSE
To protect streambanks from erosion.
3. APPLICABILITY
This practice applies to natural or excavated channels where
streambanks are subject to erosion from the action of water, ice,
debris, or to damage from livestock or vehicular traffic.
4. PLANNING CONSIDERATIONS
All requirements of state law and permit requirements of local ,
state, and federal agencies must be met. Good planning normally
requires staying away from streams. A primary cause of stream
channel erosion is the increased frequency of bank-full flows which
often results from upstream development. Most natural stream
channels are formed with a bank-full capacity to pass the runoff
from a storm with a 1.5 to 2-year recurrence interval . However, in
a typical urbanizing watershed, stream channels are subject to a
3 to 5-fold increase in the frequency of bank-full flows. As a
result, stream channels that were once parabolic in shape and
covered with vegetation are often transformed into wide rectangular
channels with barren banks. Many streambanks that need
stabilization will require structural measures to make them stable.
Vegetation Zones Along Watercourses
Streambank vegetation for erosion control and bank stabilization
is most important between the mean low water mark (MLW) and
mean high water mark (MHW). Above mean high water, native
vegetation often volunteers and maintains stable conditions.
However, damage from vehicles and animals in this area often
requires special plantings to provide adequate protection.
Below mean low water vegetation will not grow.
5. DESIGN CRITERIA
Since each reach of channel is unique, measures for streambank
protection must be installed according to a plan developed for the
specific site. Designs shall be developed in accordance with the
following principles:
a. Protective measures to be applied should be compatible with
the planned improvements and site characteristics.
b. Streambank protection should start at a stabilized or con-
trolled point and end at a stabilized or controlled point on
the stream.
6-49
SITE DEVELOPMENT PLAN (cont ' d . )
all
4. 13 . E Conservation Plan: The Conservation Plan Leven-
set forth the proposals for Cher soil conservation
• tion, sediment control ando
treatments to be taken.
Conservation Plan shall be submitted bythe
the
A ro osals
applicant for all p and/or activities P _
disturbing an area larger than one-halfot be required
except Conservation Plana shall
lle family home on
for the construction of
a subdivision or re-
shall lot that is no part.
division. Conservation Plans shalasb amended .
sub Public Act 83 388 ,
where required by Conservation Plans may be required under
the p
C where n
se
visions of saiesauteiulations , or by other regula-
tions of the Town of South Windsor.
of Section 4. 13 . 2 . 4 * sha11 be
The Topographic Map osed Coassrvati n
used to detail and outline lhpfunction as ,
Place. The Conservation Pan shall
reform to , the requirements of an hE"Erosion
and co as set fort
and Sediment Control dd. The guide for preparation
Act 83-388 , as amends the "Connecticut
of the Conservation Plan shalndb$edimant Control"
Guidelines for $OlCouncilErosion
on Soil and Water
of the Connecticut1985 , as amended.
Conservation, January
subdivision or resubdivision, the
In a proposedand outline typical
Conservation Plan shall portray _
erosion and sediment control treatmentorfresubdivision.
sentative lots within the subdbuilding permit application
Each plot plan accompanying a typical erosion and
shall be consistent acme-utsthe
portrayed and- outlined
sediment control tre
is the
conservation plan for said subdivision or
resubdivision.
ency/Cons rvation
The South Windsor Inland -WetlChegConservation Plan,
Commission shall not cestwith Public Act 83-388 , tlands
until said plan compli
d these regulations. The Inland Ccnserva-
as amended , an refer said
Agency/Conservation Commission ntya re i Water
tion Plan to the Hartford Coua report and/or certifica-d/or
Conservation District
• and all costs incurred for saoilrbpWatern
t ion. Any
certification from the Sartf bsdbarn:tby the applicant .
Conservati n District shall be
approval of any application
Planning b Z Wing Commission
Figure 6-18 - Shrubs for Streambank Protection
Years to
COMMON NAME How to Provide Mature Fertility Acidity Soil Drought Shad
(Botanical Name) Plant Cover Height(ft.) Needs 1/ Needs 2/ Texture 3/ Tolerance 4/ Tolerance5/
'STREAMCO' Rooted or
PURPLEOSIER unrooted
WILLOW cuttings 2-4 10-18 M A C,L,S P G
(Salix purpurea)
SHRUB DOGWOODS Container
(Corpus rac mosa) grown or
(Corpus amomum) bareroot
(Cornus stolon- seedlings
if ra) plant 2 ft. 3-5 8-12 M SA C,L,S F F
apart
AMERICAN CRAN- 2-year old
BERRY seedlings
(Viburnum plant 4 ft.
w
trilobum) apart 4-5 6-7 M SA C,L,S P F
'REM RED' AMUR 2-year old
HONEYSUCKLE seedlings
(Conic ra plant 6 ft.
maackii) apart 3-5 8-12 M SA C,L,S F G
EVERGREEN GROUND COVER FOR STREAMBANK
LILY-TURF Divide clumps
(Liriope and plant
muscari) 6-12 inches
apart 2 1/2-1 L A C,L,S C G
HALL'S HONEYSUCKLE Nursery grown
(tonic ra plants. Plant
hallisiana) 18 inches 2 1/2-1 L A C,L,S G G
apart
1/ F rtility Ne ds: M = Moderat and L = Low 4/ Drought Tol ranc P = Poor, F = Fair, and G = Good
2/ Acid Ne ds: A = Acid and SA = Slight Acid 5/ Shad Tol ranc : F = Fair and G = Good
3/ Soil T xture: C = Clay, L = Loam and S = Sand
Sourc : U.S. Department of Agricultur , S it Cons rvati n S rvic , Storrs, Conn cticut.
Streambank vegetation can be planted in conjunction with riprap
or other stone facing by planting clumps, rhizomes or shoots in
the crevices and gaps along the line of the average summer
water level .
Mulch should be used with permanent seedings according to the
measure for Temporary Mulching (page 7-1).
Sod should be selected and installed according to the Sodding
measure (page 6-13). Turf should only be used where the grass
will provide adequate protection, necessary maintenance can be
provided, and establishment of other streambank vegetation is
not practical or possible.
b. Establishing Shrub Vegetation
Stands of full-grown trees are of little use for protecting
streambanks apart from the binding of soil with their roots.
Shrubs provide much better protection and riverside stands of
willow trees are often replaced naturally by colonies of
shrub-like willows. These plants hold the soil with their root
systems and reduce water velocities. They also protect tree
trunks from damage caused by breaking ice and help to prevent
the formation of strong eddies around large trees during flood
flows. See Figure 6-18 for species to plant.
Shrub vegetation is particularly beneficial along the impact
bank of a stream meander, where maximum scouring tends to
occur. Infringement of shrub vegetation into the channel tends
to reduce the channel width, increasing probability of floods.
However, brief flooding offloodplain woods and undeveloped
bottomlands does no significant damage, and the silt deposits
in these wooded areas are less of a problem than eroded
streambanks.
Evergreen ground covers are also useful . Plants should be used
which are well adapted to the stream and site conditions.
Shrub willows, shrub dogwoods and other shrubs can be put into
the soil as cuttings, slips or stems.
Willows can be planted as 1-year-old nursery-grown rooted
cuttings or as fresh hardwood cuttings gathered from local
mother-stock plantings. Silky dogwood and the alders should be
nursery-grown seedlings 1 or 2 years old. Fresh cuttings
should be 3/8- to 1/2-inch thick and 12 to 18 inches long.
They should be kept moist. If not used at once, they should be
stored in cool moist sand.
6-51
LETTER OF TRANSMITTAL
.rG FUSSUME"t� O
Date �1,�- Project No.
consulting a lglrl@erS Attention: A01
210 Main Street,Manchester,Conn.06040/(203)646-2469 RE: Pw/o �Pvt//VA�;J_
TO Sat)qy (^✓1NayR, 1jW L�
f1-AA/A)11(1&
We are sending you Attached ❑ Under separate cover via
the following items:
❑ Shop Drawings Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter Change Order ❑ Other
Copies Date No. Description
- G
2 Ui e, V C7
These are transmitted as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
For your use ❑ Approved as noted ❑ Submit copies for distribution
As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment
❑ For Bids Due 19 ❑Prints returned after loan to us
REMARKS LljeP vq_�_ ��C�d� l(.� I r► l dtk
too,)
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SIGNED:
F O-100
N i Inlet
Station and Offset
I'l ILI IN; Tire to Inset
J iS�- ocl on e,y J L-' Area in nc r e s
Runoff CoeT icient
iP I� �I
C I Sum of AI
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1 I I
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nj Rainfall Intensity
(N fN ( r�j
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1
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Grade of Gutter �
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N� .l�✓. 09 . o(� O� ��� at Gutter
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Width o= Plow
Bypassing iniet-
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I,,� , , J T AI Entering Catch
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USE- 10,0
FUSS&O'NEILL PREPARED DATE CHECKED DATE PROJECT NO.
consulting engineers G J 7///�s BY g-�_L,a,�-
SHEET NO.
of
X S L—z'T ,Vo
001
Do p 6C5ej7
Do y Plnas.� �opa
00 S P kci�-X
00<0 0 tf -S-�,e �Sfit
d 07 p k a LX Ir (Sa-%M..as do�
007 p►i, -a x P 1-*6s j- LI C Sa,ww.r ,s o04)
-e-f-s:7t*c S 1t L,st-I- r �( sue, 44-g- 4-3p ao3�
�Se"t
,441444, .ice 3�s des 1Xort
4v ,.:ST 11F .:s 11,.1—�"�';'��';—�}+
7ia1
i�.J .425
L 75.0 1G.0
ti 76.0 25.5 A.098
7
E\V T i—
o :'��?= : vu 1 .053 73.0
' r` 0
'3 1Li4J� _ 00,11 i a 7rl �6.� �.J L i
6 RUNOFF 1 004 3 .0205 90.0 .33 1
6 ADDSYni 4 004 1 2 4 1 .
ADDHYD 4 004 3 4 6 1 1 1
6 RESVOR 2 01 6 7 72.3 1 1 i
ENBATA
7 iNCREM 6 0.1
7 COMPUT 7 002 01 0.0 3.2 1.0 2 2 01 02
ENDCMP 1
7 COMPUT 7 002 01 0.0 4.8 1.0 2 2 01 10
ENDCMP 1
7 COMPUT 7 002 Oi 0.0 5.4 1.0 2 2 01 25
ENDCMP 1
7 COMPUT 7 002 O1 0.0 6.2 1.0 2 2 01 -AK E v
ENDCMP 1
t COMPUT 7 002 01 0.0 6.9 1.0 2 2 01 99
ENDUP 1
END0B2
� ttt� *� t�ttt �fENB OF 80-80
TR40 XED 07-15-88 14,53 BR G wN ryrtC_= _ 10'B I PASS
R V rir 09l83(.2) �A�E
E;; C TIVE CON RCS. OPERATION iNCRE§
XC COTIVE CONTROL OPERATION COMPUT ==CM �EC':1�. _ I RECORD iD
STARING TIME = .00 RAIN D;-PT-4 _ ".-" ���: -:�':_ _,.:: =;?ir` -AB-_ ._ A\1 1. MO: T. COND= 2
A'TERNATE NO.= 1 STJ^n"w �t.= 2 '° =`k .*z
OPERATION RUNOFF CROSS SECTION 2
OUTPUT HYDR06RAPH= 1
AREA= .05 SO MI 'INPUT RUNOF` CURVE= 13. 1'": E3 7LURS
INTERNAL HYDROGRAPH TIME INCREMENT= .0922 HOURS
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEA ELEVATION(FEET)
12.45 1.9.08 FF'
RUNOFF VOLUME ABOVE BASEFLOW = .98 WATERSWED INCHES, 33.54 CF5— S, 2.77 ACRE-FEET; BASEFLOM = .00 CFS
OPERATION RUNOFF CROSS SE�TION 3
OUTPUT HYDROBRAN: 2 b =X
AREA= .08 SO MI INPUT RUNOFF CURVE= 76. TIME 2F CONCEN?Rai.uN= 1.58 HOURS
INTERNAL HYDROBRAPH TIME INCREMENT= .0958 HOURS
PEAK TIME(HRS) PEAK D:SC��R E;CFLi �_':
13.00 13.62
23.70 1.28* F-RST POINT OF FEAT PEAK
RUNOFF VOLUME ABOVE BASEFLOY = :..5 �aT:=SrED Xr=S, v .-7 C='�-�y=, �. >,�_�'=-FEET; AASEFLOi� _ .00 CFS
K01iF; ;ROSS SEOTI= '
OUTPUT HYDR06RAPH= 3
AREA= .02 SO M'I :N F,c,:: :%_
TERhF!? H1'DFOLRAPL T'MZ
�_aK TIME(HRS)
ABOVE BASEF!-014 - _, �.;--__ =- -ICJ==, -=. -- -_-. - -- =_ E= ==_C - .:are CFS
ADDHYD CROSS SEGTTPk %.
INPUT HYDROGRAPHS= 1,2 1,_�-�`,' .. uaiA:'�.-
PEAK TIMEtHRS! uEA� iSC�ARafC=S} E-�T1ONiFcETE r
12.64 32.22 ; "►L}
23.69 2.12 tUii)
RUNOFF VOLUME AJOW14SEFLON = 1.08 WATERSHED INCHES, 89.30 CFS—HRS, 7.39 ACRE—FEETt BASEFLOV
�:Y ?4 1,J •Ll
zj. T 0 AJu:'VD CROSS SECTION 4
INPUT HYDROGRAPHS= 314 OUTPUT HYDROGRAP�= 6
PEAK TIME(HRIS) PEAS` DIE HARSEf7-Tl
12,15 42.59 ---`
23.67 2.59 - -
"_'EiHRS) FIRST HYDROGRAPH POINT = .00 HOURS AREA = ,IS SOX.
5.00 DISCHG .00 .00 .00 ,- _ 1v �11 •10. t ;,
6.00 DISCHG .02 .03 .04 .05 ,1::6 .:'� .09 ,10
7.00 DISCHG .11 .12 .13 .13 .14 :`_ ..: "17 ..8
9.00 DISCHG .18 .19 .21 .23 .26 .29 .31 .33 .34 .35
9.00 DISCHG .36 .38 .41 .44 .46 .'*e .1-0 ,53 .56 .59
10.00 DISCHG .61 .63 .67 .71 ,77 .84 .43 1, :4 1.I6 1,29
i1.00 DISCHG 1.44 1.59 1.79 2,00 2.2E 2,6,E 3,u9 6,99 11.1.38 19.84
12.00 DISCHG 32'.57- 42.21 - 42.31 39.74 38.65 39.24 37.69 36.60 35.14 33.63
13.00 DISCHG, 32.07 30.44 28.66 26.92 24.87 22.87 ?0.97 `9,^9 17.80 16.51
f4.00 DISCH6-- 15.36" 14.35 I3.41 12.5b 11.78 i1.06 10,41 9,81 9.26 8.78
15.00 DISCH6 8.36 7.99 7.66 7.38 7.09 6.81 6.56 6.35 6.15 5.98
16.00 DISCH6 . 5.023 5.70 5.59 5.49 5.41 5.34 5.25 5.114 5.02 4.91
17.06 DISCH6 4:73 C 65 4.50 4.52 4,47 4.43 4.39 4.34 4.28
18.00 DISCH6 4.18 4.09 4.01 3.94 3.87 3.81 3.75 3.70 3.65 3.61
19.00 DISCHG 3.57 3.54 3.51 3.49 3,47 3.46 3.44 71.43 3.42 3.37
20.00 DISCH6 3.30 3.23 3.16 3.10 3.111.4 .'E "'' 2='D 2.84 2.80
21.00 DISCH6 2.76 2.73 2.71 2.68 a63 2,62 2.61
22.00 DISCH6 2.60 2.60 2.59 2.58
00 DI5GH6 2.58 2.58 2.58 2.58 -38 �,SS ..vi i,`y 2.58 2.54
L.'a
.97
24.00 DISCH6 2.47 2.37 2.'.9 :.9 -a79
.84 73 .63 =� ;� _ - 23 .20
25.00 DISCHG `� . `` .`-
26,00 DTSCHS .16 .14 .��4
_`�_ P BG VE BA5 EL�C� "_ :. ? WATE9SH
VOi
_J
6 avr�
R= T`hl�S'1nSi = '' w•i3.� 1:_,�-C vr` --- - --
-c -
3.5` 21.9` -
,3.73 2,59
'T"�E,�+R51 FiFST HYDR06RApH POikT = ,i1i} �+O�JRS �_ ;-"E;,T = _= a�" .15 SD,"tI.
5.00 D167A .00 .00 .00 , :{; , :0 ,00 .O1
5.00 E_EV 72.30 72.30 72.30 72.30
,�.3;a 72.30 72.30 7�,'J -2.j0 72.30
6.00 DISCH6 .01 .02 .02 .03 ,04 .05 .06 .07 .07 .08
ri,•12 72.32 72.32
- =--- ■'E .20 .21 ,23 .26 .2B .7:
-.?: ,2,33 72.33 72.34 72.34 72.34 72.35
__ -• --__-_ .3b .38 .40 .43 .45 .47
,2.36 72.36 72.37 72.37 72.37 7S2
^
, '" �c .b0 .63 .67 ,71 .77 .64 .93
_. .. ._�L. . ..
40 72.41 72.41 72.42 72.43 72.44 ?2,45 �_.f,
_..._ ._`u°'G ... :.27 1.41 1.5B 1.77 2.01 2.44 3.46 E.SL h.
72. 9 ?�.51 7�,54 72.56 72.59 72.63 72.71 72.B8 73.06
117 13,98 16,70 19,04 20.15 20.42 20.68 20.94 2..14 _
E;EV 73.74 74.20 74.56 74.87 75.03 75.08 75.12 75.17 75.21 4
:3.10 DISCHG 21.51 21.65 21.77 21.86 21.91 21.94 21.94 21.92 21,87 21,80
.3.'00 Ei-EV 75.27 'r5.30 75.32 75.34 75.35 75.35 75.35 75.35 75.34 7v.33
;4,00 DISCrG 21.71 21.61 21.50 21.37 21.23 21.09 20.94 20.78 20.61 20.E+4
44.00 ELEV 75.31 75.29 75.27 75.25 75.22 75.20 75.17 75.14 75.11 7'■0E
15.00 DISCHB 20.27 20.09 19.39 18.25 ? 17.19 16.20 15.29` 14.44 13,65 12.92
i5.001 ELEV 75,05 75.02 74.92 74.77 74.62 74.49 74.37 74.26 74.15 74.06
,6.00 DiSCH6 12.01 10.87 9.91 9.11 8.44 7.88 7.40 7.00 6.65 6,34
16.00 ELEV 73.94 73.80 73.69 73.59 73.51 73.44 73.39 73.34 73.29 73.26
17.00 DISCHG 6.Q7 5.83 5.62 5.44 5.28 5.13 5.01 4.90 4.80 4.71
17.00 ELEV 73.23 73.20 73.17"` 7 .15' 7 :11 ;r 73.1 `�' 73.08 73.07 73.06
18.00 DISCHS 4.62 4.53 4.44 4.36 4.28 4.19 '4.05 3.94 3.85 3.78'
'¢,00 __EV 73,E+5 73.0a 73.03 73.02 73.01 73.00 72.98 72.96 '2.9µ 72,^3
:9.M S C H G ',7'_ 3.66 3.62 3.58 3.55 3.52 3.49 3.48 3.46 3.44
_�} 72.92 72.91 72.90 72.90 72.89 72.84 72.8E 72.88 72,Sc - .E-
;:SC iG 3.60 3.36 3.30 3.24 3.18 3.12 3.07 3.01 2.96
;;! =V 72.81 ?2,E6 72.95 72.84 72.83 72.82 72.81 72.80 ,2.?9 72.r9
2,7�
:►iSvHG 2,E7 2.83 2,76 2.73 2.70 2.68 2.66 ?,4v
-73 ,; r '
�i,77 72.76 72.75 72.75 72.75 72.74 -- '�
�
,b 2 n ' ?.60 '' 60 2.55 2.59 2.59
,J �.�7 a��-
-- .. �'_ L _.h1 a a.
72,"4 747.74 7_.73 72.73 72.73 72a73 72.73
"]r Qr, a.uU iaJ _.JiJ L,J8 L.5E` a5G 2,59 a„_'• _ _ __
-'1.73 c.71 �2.73 72.73 72.73 72.73 72.73 72.73
-; ^.5= ^ v- _a432.17 L,?: 1.84 1 6.5 :.-:
71L r2.69 72.66 '.G•_ 72.61 ta.JJ -
-- -- - _=5 _. 45 -- -_
-�,L5 '=mac 72.44 72.4"' _?■40 72.39 r2.37 --
,14 .12 .LO
{.a 14' SL.t 33 7at32 �,L'L �i,31
.03 .03 ,102 .02 ,ti-
--, :_ -3. 72.31 72.30 72.30
-
Zn, r t -, r��
IV
C.r _ , - �� �, 3v 7La3"
=��Ali tiOL:a'!E ABOVE FASEF:-OW = :■23 4TLRSHED INCHES, :17.99 CFS-FIRS, 9.75 ACRE-FEET; BASFt_N
yy
_ — r •.. � � ti-— �J,� —•+1— sf J J��7 � I..I vti.11 V—�
JOB I FAH
PASE
-pry- n r-_- ___• _ _ _ __-� --T _ - �_ -__ - --
RECORD TD
START. � _ V V =i . - _ -,E. =. _• i z -� `_ :,, nA'N TABLE NO, 2 ANT. MOIST. CONK= 2
O?ERAT I ON RUNCF �'"�� Zw�C`_'_". c
OUTPUT Y� r.nr��L
y 1/I vi� a
AREA= .05 SO MITINPUT lk'OF= L'!,'=c;1== '' _,,E nz CONCENTRATFON= ,83 HOURS
t rnn- r -� •r
INTERNAL hYOr;;�ukA?� bME '��cEMEKT= ,v i.
PEAK TIME(HRS) PERK DISCHAR6c(CFS) PEAK ELEVATION(FEET)
12.42 41.94 (RUNOFF)
23.67 1.52 (RUNOFF)
RUNOFF VOLUME ABOVE BASEFLOt� = 2.12 WATERSHED I(+wrc5, 71.52 CFS-HRS, 5,99 ACRE-FEET; BASEFLOW = .00 CFS
e
OPERATION RUNOFF CROSS SECTION 3
OUTPUT HYDROGRAPH= 2
AREA= • .09 SQ MI INPUT RUNOFF CURVE= 76. TIME OF CONCENTRATION= 1.58 HOURS
INTERNAL HYDR06ROH, TIME INCREMENT= .0958 HOURS
PEAK TIME(HRS) PEAK DISCHARSE(CFS) PEAK ELEVATION(FEET)
12,95 ��.43 (RUNCUFF)
RUNOFF VOLUME ABOVE BASEFLOW = 2,37 'A7ERS'r.Ei: I�lC"i ''t.-?9 CFS-HRS, 9.49 ACRE-FEET; BASEFLOW = .00 CFS
'OPERATION RUNOFF ZFOSS SECT_ "N 4
OUTPUT �YORS3 W.= 3
4.,EA=f1 _fN= ,-L�nS
..��
p;�^:_ �1_ �3 ;��t= v-_= _ _._- n�-= � —��s _.-- -=}::=,, .'� �,v^;�- =--i c�=:rLOW - .O'•.'
f.. ,ki r r - -;- +-n `.�__ r.rc PEAK
CC i aT'rp{rrL["
1:,ter; !i. �J (NL'-L)
23,6? 3.78 (NULL)
RUNOFF VOLUME ABOVE EASEFLOW = 2.27 WATERSHED INCHES, 187.31 CFS-HRS, 15.48 ACRE-FEET; BASEFLOW _ .00 CFS
O MTION ADDHYD CROSS SECTION 4
PEAK PAT TON(FEET)
(NULL)
_c .5' (NULL)
mr,,lRs TIME INCREMENT = .10 HOURS DRAINAGE AREA
.02 .G3 .05 .06 .07
.1 .1 .15 .17 .18 .19
6,r, D�uCyG aa^r2 .23 .26 .29 .31 .33 .35 .36 .36 .39
0:sr, .tt, .41 .43 .44 .45 .46 .47 .48 .49 _
,57 .62 .68 .73 .78 .811 .t4 t
9.00 in,iSl Irl,6 .26 .92 .98 1.05 1.11 1.16 1.23 1.33 1.45
1.66 1.80 1.97 2.15 2.39 2.66 2.97 3.36 3.78 4.25
1:,0. Diq:,HG 4.79 5.35 6.00 6.70 7.53 8.60 11.22 17.42 26.13 42.11
12,G) DiSC±'6 65.52 63.73 86.69 84.56 83.82 83.21 81.56 78.56 74.74 70.93
13,0; DISC ' 67.09 63.13 58.96 54.70 50.31 45.88 41.76 38.13 35.00 32.26
14100 DISCH6 29.85 27.72 25.78 24.01 22.40 20.94 19.63 18.42 17.33 16.37
15.00 DISCH6 15.53 14.78 14.13 13.56 13.00 12.47 11.99 11.56 11.18 10.85
16.00 DISCH6 10.55 1.0.29 10.07 9.86 9.72 9.57 9:41 9.20 8.98 8.76
17.00 DISCHG 8.60 8.43 8.29 8.16 8.05 7.95 7.86 7.79 731 7.59
.6.00 DiSCHG 7.42 7.27 7.13 6.99 6.87 6.75 6:64 6.54 6.46 6.39
19.00 DISCH6 6.31 6.25 6.W,- b 16, :1 �� ' '`°�b.8� .�';.:•w6'40,"-, 6.44- 6.02 5.94
20.00 DISCH6 5.82 5.69 5.57 5.46 5.35 5.25 '5.15 5.06 4.99 4.91
?1,00 DTSrHG 4,85 4.90 4.75 4.70 4.67 4.64 4.61 4.59 4.58 a,56
<<. D:SV�u 4,55 .54 4.53 4.53 4.52 4.52 4.51 4.51
=3.,r DISCH,G 4.51 ?. �` 4.51 4.51 4.51 4.51 4.51 4.51 u,50
D'SCN5 4.32 4,1L 3.55 3.50 3.17 2.85 2.54 2.24 1.96
2 ^' i1?51�+6 1.49 1,29 1.10 .94 .80 .67 .57 .49
zTrt^J(+ ,3� .�� 18 .15 43 '1 .10
v +J ,�i . a1 .L
rk:6 .04 .04 .03 .03 .02 .102
-' f` f•t r t
_ ..r_ t`r• _ ��_ _ _ = i___^��n ' n'7 ran r f� r+ E_r-*:T,
a)M,l�CSj 1J6."" C-S-+�hS, ,51 A:rR r +f =�t•c _'_ - _--
r
_ ") 4u:i � _"_ -,C =YT = .'. } HOURS
.v:- L�=,f 72.3:t --,30 72.30 72.30 72.30 72.30 72.31 72.31 71 3'_ 7'.31
=,0'� D.SCG` .0' u9 .10 .11 .13 .14 .15 .16 .?
`I,'t ELEV 7z.3' r_32 72.32 72.32 7 ,32 72.32 72.32 72.33 7=-33 72,33
6.0,3 DISCH6 .19 .20 .22 .24 .26 .28 .30 .32 ,34 .35
6.00 ELEV 72.33 72.33 72.34 72.34 72.34 72.35 ?2635 72.35 72.36 72.36
-
J',C�!C ,49 .53
_..(:, FzEil ?2.38 7Z,36 ?2,39 �2.3- 72 ': �2. _.-_ -:.
r. j,l-c'n
L1 ,81 864 •44 .92 rS.
_ _ •-- _ei: __+-} _.:;v
L,T- --,_;;2,44 72.44 7245E} 45 7..46
?L.
1.53 1.65 1.79 ;.95 ,�
DiSC�'u 1.43
V 72,54 72.56 72.58 72,60 (2 r r,�4 �L
0fl, c3ISC4S 3.73 4.1B 4.46 4.81 5.23 w.J1 7.-� =i 3,?1
ELEV 72.92 73.00 73.03 73.07 73.12 73.1; 73..'8 ?i,4v 73,iG 74,16
DISCH6 17.57 20.47 21.43 22.37 23.29 24._7 �S.C:3 2' S 4 2b.`7 27•-7
Ir tLt 74.68 75.09 75.26 75.43 75.60 75,7b ?5,91 76.06 7b,2t� 76,32
tLi.
113,00 DISCH6 27.89 28.44 28.92 29.33 29.67 29.94 U.i5 30.29 30.39 30.43
13.00 ELEV 76.43 76.53 76.62 76.70 76.76 76.81 76.95 76.87 76.89 76.90
4,00 DI5CH6 30.44 30.42 30.36 30.28 30.i8 30.05 29.71 29.7.r 29.57 29.39
14.E=0 ELEV 76.90 76.89 76.88 76.87 76.85 76.83 76.50 i6,t7 76.74 7b.71
15.00 DISCH6 29.19 28.98 28.77 28.55 26.32 28.09 27,86 27.62 27,38 27.14
15.00 ELEV 76.61 76;63': 76.59 76.55 76.51 76.47 76.43 76.39 76.34 76.30
16.00 DISCHG 26.90 26.-65 26.41 26.17 25.93 25.69 25.45 25.21 24,97 24.74
16.00 ELEV 76.25 76.21 '' 76.17 76.12 76.08 76.03 75.99 75.95 75.90 75.86
11.00 DISCHG 24.50 2426 24.03 23.80 23.57 23.34 23.11 22.88 -22.66 22.44
17.00 ELEV 75.�22� 75.78 75.73 75.69 75.65 75.61 75.57 75.52 75.46 75.44
18.00 DI5CH6 22.2Z ��K� 21.58� 21.35 21.13 20.92 20.71 20.50 20.29
16.00 ELEV 75.40 75.36 75.32 75.28 75.25 75.21 75.17 75.13 75.09 75.05
49.00 D,LSCHG 20.09 19.23 17.98 16.85 15.82 14.88 ?4.03 13,26 12.57 11.42
�0 ELEV 75.02 74.90 74.73 74.58 74.44 74.32 7 4.20 74.11,) 74.Cv,1 73.87
r ,C� ➢ISCHG I0.41 9.55 8.84 8.23 7.71 7,27 6,89 6.56 6.25 b,;'4
ELEV 73.75 73.65 73.56 73.49 73.42 73.37 73.'2 73,29 73.?3 73.22
,00 D'SCH6 5.83 5,64 5.48 5.34 5.22 5.'2 `.:? 4,95 4,88 4.82
E'EV 73.20 73.17 73.15 73.14 73.12 73.1: ,? 'ra 7?.08 ;3.CS8
4.78 4.74 4.70 4.67 4.64 4,b2 ;,fir; 4•SC 4,w7 4,56
== 73.0? 73.06 73.06 '? Ob 73.05; 73,.= -.,.= ,r 7'_.04
•,
4.55 4.54 4.54 4.53
73.04 ?3.04 73,04 73 ►74 7� ?.: 4
r, , . L,04 '
4.48 4.44 4.36 4.23 3,�� 67
;',v3 73.03 73.0� ,3,0C Gr -' -- -- r.
J lr
1.88 :-
_ ,7,66 72.61
-- 7-7r"38 72.37 '2,?6 72.?5 "2.?4 ,_ - -_.''_ '2,'_' L,72
log
- • ---� 7L.32 71. f,31 7G,31 -
- :02 .C2 .01. .01
_-= 72.30 72.3C 72,30 72.37
ADv'VE BASEFL Oil = 2.46 WATERSHED INCHES! 236.05 CFS-HRS, I7.Si KIRE-.t BASEFLOir = .:++'
XErliiTVt CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 2 RECORD ID
Zry
{��'_?•��� n{y�T�n• rI��'1TTJ'�+ n��-,_`- - �y Y`__--�_ r -- --__ _- __- 1 r--f�-r
�TING T' r = .00 DTJ. = C L:. -__` �.*_l----1_ - - , - e- 'i�•- LlR`vT, '.siN�- n
ALTERNATE NO.= 1 ST7RM Nu,=215
E'PERAT:ON RUNOFF CROSS SECTION' 2
OUTPUT HYDROBRAPH= i
AREA= .05 SO MI 'INPUT RUNOFF nuU VE=
INTERNAL HYDROGRAPH T7ME INCRE1w1E"-r= .022
PEAK TIME(HRS) PEAK DISCHARGE(CfS) P LEvAT:uN,;FE='.'
12.41 51.77 (RUNOFF
23.67 1.78 (RUNOFF;
RUNOFF VOLUME ABOVE BASEFLOW = 2.59 WATERSHED INCHES, 3E,u? CFS-�YS, " ACR=-:EET; BASEFLOW = .00 CFS
OPERATION RUNOFF CROSS SECTION 3'
OUTPUT HYDRO6RAPH=. 2
AREA= .08 SO MI. INPUT RUNOFF CURVE= 76. TIME OF CONCENTRATION= 1.58 HOURS
INTERNAL HYDROGRAk TIME INCREMENT= .0958 HOURS
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK E�EVAiiC�v(FEET:)
12.94 51,i`5 (; -'
RUNOFF VOLUME ABOVE BASEFLOW = 2.87 WATERSHED %N-'mES, 1jE.tw �;FS-��_, :.,= rC;c-=_E;; BASEF'O4 = .00 CFS
OPERATION RUNOFF CROSS SECTION 4
OUTPUT HYDROGRAPH= 3
1N7EyhA_ HYDR0.16RAPH TIME C�tE =�'T= ,,fT :.
PEAS: T'ME(HRS) ?_,; 1_"-
ABOVE BASEFLOW = 4.27 A-` =r -3-�__ --_--=- - --__---- --- ; -,
•1---r-'- TF e, ZROSS SE T k
INPUT HYDROGRAPHS= 1,2 U_,r
PEAK �- , r_A.: _-:- )
12.58 135.2•1
23.66
RUNOFF VOLUME ABOVE BASEFLOW = 2.75 WATERSHED INCHES, 227.52 CFS-HRS, 1S.E0 ACRE-FEET; BASEFLOW = .00 CFS
OPERATION ADDHYD CROSS SECTION 4
+�L.: �_~ •''-_v RJ �4.v� Rif':.. �x=__ _-, 1` r•,�, ` },j 4n
• -,I'r S 7 r
l t�ir VL.L71 v 71.YL !if J`' i.'� if_ ri,it
8.00 D:SChS .62 .64 .66 .U9 +L
?8.00 ELEV 72.4E 72,4 72,41 t2.42 �` 7 6_ 172t A
,DjSrpG 1.06 _ 2.r1,,2
- -,
,7 - , 2,649,00 EsEV 72.48 0
`G.GG Di^_CHG 2.18 2.35 2.53 2,72 L �t �, _ -i4 4i:- 4,47
10.00 ELEV 72.66 72,69 72,72 72.75 72,74 71._- ,"__ '2,a4 77 0 73,03
11.00 DISCHG 4.79 5.1E 5.64 6.17 6.70" '2L7 'Gr26 1",95 1`,72
11.00 ELEV 73.07 73.12 73.17 73.24 73.- 1 77. 7 152 -.3t73 74.06 74.43
12.00 DISCHG 20.07 2i.10 22,30 23,SG 24.67 _ .''" 2r, i "^_i,. 4� v,9 n9,"Fi
12.00 ELEV 75.01 75.20 75.42 75.64 75.85 76.U6 76,26 76,44 76.62 76.76
13.00 DISCHG 30.57 31.28 31.91 32.44 32.90 -L0 3y,E5 33.75 33.90 33.99
13.00 ELEV 76.92 77.05 77.16 77.26 77.34 77,41 '7f46 77.50 77.53 77.54
14.00 DISCHG 34.04 34.04 34.01 33.94 33.65 33.72 =3.E_ 33.42 33.24 33.04
14.00 ELEV 77.55 77.55 77.55 77.53 77.52 77.SG 71.47 77.44 77.41 77.37
15.00 DISCH& 32.83 32.61 32.38 32.14 31.90 31.65 31.39 311f1? 30.87 30.61
15.00 ELEV 77.33 77.29 77.25 77.21 77.16 77.12 77.,7 77. -2 76.98 76.93
16.00 DISCHG 30.34 30.07 29.80 29.54 29.27 29.00 28.74 H.40 28.21 27.95
16.00 ELEV 76,88 76.83 76.78 76.73 76.69 76.64 76.59 76.54 76.49 76.45
17.00 DISCHG 21,Q, 27.43 27.17 26.91 26.65 26.39 26.14 25.89 25.64 25.39
17.00 EtfV 16.35 A.34 74.26, 76.21 76,16 76.12 76.07 76.03 75.98
18.00 DISCHG 25.15 24.90 24.66 24.42 24.18 23.94 23.70 23t46 23.23 23.00
18.00 ELEV 75.94 75.89 75.85 75.80 75.76 75,72 75,61 75.63 74.59 75.55
19.00 DISCHG 22.77 22.54 22.31 22.09 21.87 2.,�5 rLt
19.00 ELEV 75.50 75.46 75.42 75.38 75.34 %4.3t 73'.24 5,..i 75,18 75,15
20,00 DISCHG 20.60 20.40 20.19 19.94 18.63 �7.L7 6.37 'E,33 14,42 13.59
21:0.00 ELEV 75.11 75.07 75.04 74,99 74.82 71".66 74.E' f4.3S 74.26 74.14
^1,G0 DISCHG 12.83 11.80 10.65 9.71 8.9' i,° 7.�E ':3: 5,9= 6.65
2'_.:r�� ELEV 74.04 73t92 73.78 73.b5 73.5� .L9 %'.,L3 7',?, 7?.33 73,29
.."M DISCW6 6.40 6.20 6,03 5,89 -- �. _r-: E-33 J,.3 Si44
ELEV 73 27 73 24 ►3 22 ,3 ,: �� -7- .7 ,� ,_
,sip f_ ,_ � ! 7'3.t5
.,,r•P��' S �(� c,3fl C.-ZR c 7 = - c - v i�
-_ Lr}.i71.a'. t 5. F J a1,j.L Jr J_ _ _ e-_ _.i .J.it J, v
23. E'EV 73.14 73.14 73f 14 73,i4 73,`_: __„ -�,17 '3.'' 7'.:' 73.13
n.ZIFS 5.i22} `,i7 J.Gr!
.57
-7 _L`_V 72.32 7�--m l 7 7Y 71 -' 3c)
r:s.r m y
•+r, r,
1 7 7 f.
=,ti^7 G0�'�"'E ABOVE $ASEFL01{ = 2,9b WATERSHED INCHES, 263,8S C=�-R~2 s 2'i 4E ACRE-=Ec'f EABc�'_�;f. _ .00 CF5
1YR24 XEQ 07-15-8E Wy :=— _— JC2 ?ASS
EXECUTIVE MI s ROL. S :KQ i --•- wE - RECORD
TR^ x=0 ;.'-1;.-55 I d;53 BROWN CASLE- 87 ""_ -
R_i�
EXECUTIVE ZONTROL OPERATION COMPUT FROG! ASF�T_=`
STARTING TIME .00 RAIN DEPTH = 2C� - _ z� _ -- __-= `��,_ -ft-. wiST, COND= 2
ALTERNATE NO.= 1 STORM NO.= 1 MAIN
OPERATION RUNOFF CROSS SECTION 2
OUTPUT HYDROSRAPH= 1
AREA= .OS SQ MI INPUT RUNOFF CURVE- 73. 'i"'= JF C� CEk�FATI1 = .S3 "nS
INTERNAL HYDROGRAPH TIME INCREMENT= .0922 `UwE
PEAK TIME(HRS) PEAK DISCHARSE(CFS) ^EAt: E_EVATT.3N11 F== )
12.41 65.32 `,NOFF)
23.67 2.12 (RUNOFF)
RUNOFF VOLUME ABOVE BASEFLOM = 3.25 NATERSHED INCHES, 111.i1 C=S-HAS, 9,.5 AvuE-FEET; BRSEFLOW = .00 CFS
OPERATION.RUNOFF CROSS SECTION 3
OUTPUT HYDROP,RAPH=. 2
)y a„ .
AREA= ` :48 SO MI INPUT RUNOFF CURVE= 76. TIME OF CUNCEN'RATTGN= 1.56 HOURS
INTERNAL,HYDROMA Tl*'lNCREKN7= .0958 HOURS
PEAK TIME(HRS) PEAK DISCHAREE(CFS) PEAK ELEVATT7N(FE=-)
12.93 64.42 (j=4
RUNOFF VOLUME ABOVE BASEFLOW = 3.55 WATERSHED' INCHES, i7' i2 :J=c-�'RS aASE;LOW = .00 CFS
OPERATION RUNOFF CROSS SECTION 4
O;ITPUT HYDROGRAPH= 3
AR;A= .02 S9 M1 .N?JT RUN0F 0,J5 =-
TERNA '-YDROSRAPH TIME :N RE"=kT=
J r1 !✓J.-
,
_7.57 n
�c
RUNOFF VOLUME ABOVE BASEFLOW = 3.43 WATERSHED IN-HES, 283.09 lCF^-HRcl 2 ='R A_--_}EET; BASEFLOW = .00 CFS
OPERATION ADDHYD CROSS Std-hq , 4 '
TR20 XEO 07-'_5-2 .�_ --F_. LI 1 =:
REV ^n .ry9!21
er !
f• r� --+ __ --ram .r._ rr_ r�}�,• r �T PT
? .-'VA TT
:1��!(Ftc
23,65 (NULL)
TIME(HRS) FIRST �Y2�r;r��: =�;;N- _ ,^^ ~v='" '= = INCREMENT - .10 HOURS DRAINAGE AREA = .15 S&.Ml.
3.00 D:SCHG ,vv C,1 ,=1� ,'r .^: .0? .04 ,05 .0b .OB
4.00 DISCHG .1v =T .:9 ,21 .22 .24 .26 .27
5.00 DISCH6 .29 .31 .32 .ti4 .35 .37 .38 .39 .41 .42
6.00 DISCH6 .43 .46 ,`1 .56 ,59 .62 .64 .66 .69 .69
7.00 DISCH6 .73 .1 .80 .82 .84 .86
8.00 DISCH6 .89 .93 1,v1 1.12 1.23 1.37 1.54 1.61 1.73 1.84
9.00 DISCHG 1.96 2.11 2.30 21,50 2.69 2.87 3.06 3.30 3.55 3.79
10.00 DISCH6 4.01 4.25 4.54 4.85 5.23 5.69 6.19 6.82 7.50 B.27
11.00 DISCH6 9.14 10.06 1i.1(} 12.23 13.55 15.21 19.14 28.20 40.93 63.85
12.00 DISCHG 97,06 123.64 129.24 i27.83 127.47 126.56 123.72 118.72 112.51 106.38
13.00 DISCH6 100.25 93.99 87.46 80.84 74.08 67.33 61.08 55.61 50.91 46.80
14.00 DISCH6 43.19 40.01 37.10 34.48 32.10 29.95 28:01 26.24 24.65 23.24
15.00 DISCH6 22.00 20.91 19.96 19.12 18.32 17.55 16.85 16.24 15.69 :,*15.20
16.00 DISCH6 14.77 14.40 14.08 13.80 13.56 13.35 13.12 12.82 12.11 - .12.22
17.00 DISCH6 11.97 11.73 11,52 111.34 11.18 11.04 10.91 10.80.' 10.69 10.53
18.00 DISCH6 10.30 10.08 9.89 9.70 9'.52 9:35-' �'`:`'9 " '�� 'r: � is'04
19.00 DISCH6 6.74 8.65 8.53 8.52 8.46 8.42 8.38 GAS B.32 8.21
20.00 DISCH6 8.05 7.97 7.71 7.55 7.40 7.25 7.12 6.99 6.88 6.79
21.00 DISCH6 6,70 "42 �, 9 6.44 6,40 6.36 6,34 6.31 6.29
22.00 DISCHG 6.27 6.26 6,2� 6.?4 6.23 E.22 6.22 6.21 6.21 6.21
23.00 DISCHG b,2: 6,21 6,=; 6.211� 6.20 6.20 6.20 6.20 6.19 6.11
24.00 DISCH6 4.39 3.95 3.52 3.10 2.72 2.37
25.00 DTSCHS 2.06 10 .93 .79 .67 .56 .48
26.00 D'SCHG .41' 5 '_.i: .21 .18 .15 .13 .11 .10
27.00 D"SWCH': ;4 .04 ,03 .03 .02 .02
RUNOFF VL� '9E a8 i1* 18.91 ACRE-FEET; BASEFLOW = ,av Crt
78.46
"ME! R:3) FI 7-9tiREMENT = .IO HOURS DRAINAGE AREA = .15 SD. II.
3.00 G1SCHG .;}, ,v, ,. .00 .01 .02 .02 .03 .05
3.00 ELEV '2.'v 72,30 -_,':+ 2.34 72.30 72.30 72.30 72.30 72.31 72.31
4.00 DISCHG .016 .06 ,1,1 .14 116 .18 .20 .21 .23
4.00 ELEV 7?.31 72.31 72.32 72,32 72.32 72.33 72.33 72.33. 724C 72.34
5.00 DISCH6 .25 .27 .28 .30 .31 .33 34 .36:, .39
`R1C XXEQ 07-15-86 i4:5' iZOE
REY . 09l8311
,2)
- - - 6 _
i.aCHE ,4' : _ _ 62 6L
6.00 E:.Et' ,2:="' -_ �' -- -_._ -n. 72.»= 72.40 72,4;
7.00 DISCHG .66 .,3 "- r. 6 .78 .90 •$L
7.00 ELEV 72.41 72.41 72.4- ��. �. ,;� '2,�3 72.43 72.43 72.44
8.00 DISto aQ1 .t. . I.' . I `: �,L3 IL 1a45 1.56
8.00 ELEV 72.44 72.4.4 ,2.4 �.4. -2,L? t2.:0 72.52 72.54 72.56
9.00 DISCHG 1.68 1.80 -.51 L2 2.91 3.02 3.24
9.00 ELEV 72.58 72.60 '�.62 1 i %2.'1 72.?4 72.77 72.80 72.84
10.00 DISCHG 3.46 3.69 3.93 .'_9 4.5` E.81 5.12 5.49 5.93
10.00 ELEV 72.88 72.91 72.55 '3,�„ ,_. 2 73.��� 73.0 73,11 73.16 73.21
1l.00 DISCHG 6.44 7.102 i.67 F.ti' :'�,1' 11, 5 :3.13 15.19 1$.77
11.00 ELEV 73.27 73.34 73.42 7L,51 .? 6 1 t3.72 73.87 74.06 74.36 74.84
12.00 DISCHG 20.72 22.04 23.58 25.13 26.64 28.12 29,55 30.90 32.15 33.79
12.00 ELEV 75.13 75.37 75.65 75,93 76.2; 76.48 76.74 76.98 77.21 77.42
13.00 DISCHG 34.32 35.25 36.07 36.78 37.3E 37.87 38.26 38.55 38.77 38.92
13.00 ELEV 77.60 77.77 77.92 78.05 ►8.1_6 78.25 78.32 78.37 78.41 78.44
14.00 DISCHG 39.01 39.05 39.04 38.99 38.9! 38.79 38.65 38.48 38.28 38.07
14.00 ELEV 78.46 78.46 78.46 78.45 7B.4L 78.42 7B.39 79.36 79.32 79.29
15.00 DISCHG 37.85 37.60 37.35 37.09 3h,82 36.54 36.25 35.96 35.67 3547
15.00 ELEV 7B.24 7B.20 78,15 78.11 76,06 78.01 77.96 77.90 77.85 77.79
16.00 DISCHG 35.�7 34.77 34.46 34.16 73.86 33.56 33.26 32.96 32.66 31.36
A Pit 0 ELEV 77.74 77.68 77.63 77.57 77.52 77.47 77.41 77.36' '77.30
17.00 DISCHG 32.06 31.76 31.47 31.17 71".8'E 30.59 30.30 30.01 29.73 - 29.45
17.00 ELEV 77.19 77.;4 77.09 77,03 ,6,98 76.92 76.87 76.82 76.77 76:72
18.00 DI5CH6 29.16 29,89 2?.61 28.73 L 1. 27.51 27,23 26.97 26.70
18.00 ELEV 76.67 76,62 76.56 7c,`''_ 76,01 76,36 76.32 76.27 76.22
19.00 DISCHG 26.44 26.17 2:.91 2?,.66 =3, =5,:6 24.9; 24.66 24.42 24.19
19.00 ELEV 76.17 76.12 76.09 76,n3 7=.90 71=,44 75.89 75.85 75.80 75.76
20.00 DI5CH6 23.9r 213.7: 2'_•:48 2?,32 22.10 21.87
20.00 ELEV 75,7E ?5,58 7`.L' 7=,v? �.�ti 'i.=` u,�6 75.42 75.38 75.34
DiSCI6 2:,64 141 2:.2' 2 „= "- 2G,1: 19.64 18.36
21.00 E :V -2 -= -- _ -- -_.. ?4.95 74.78
22.Os? "-:)u 10.04 9.34
22.00 ELEV 74 6? 74,4? ,.6 - - = ?.-_ �3.8; 73.70 73.62
23.00 DiSC►S E:%� 1.'�'. f - _ - - " ' ' =.�1 h.v2 6.71 6.61
23.i," _'_:v ,7 -- -. - -- : 77,32 ?3.30 73.29
4.46 4.03
24.07 .3,')7 73,03 72.97
25.00 DiS CHI c - .94 .80
-.?% �:. - -- -- a_ "._49 72,46 72.43
• �26.00 _• Q _- -- -- - - �nr
72.33 72.33
27.00 D:SGQ .04 .03
27 0_ .. -2, -.n zi � ,- �. - - ,'_: ,2,': 7-
If, 7� 3! 72 31
28.00 DISCHG .013 102 . i-
28.00 ELEV :. 'c ��.3C - _. t2, r...•.
RUNOFF VOLUME ABOVE BASEFLOW = 3.65 WATERSHED iNCHES, 343.7y 7Z-►RS, 28.9. ACRE-FEET: BASEFLON = .00 CFS
TOE i
—D F RE�'ORD :.n
OR LASS
FEY SrrT10N Tr.6i nr,t -
F.,_ Rr. O_PTH = 6.90 RAIN DURATION= 1.00 RAIN TABLE Nu.-
-. . _:ET.
=T= STORM NO.=99 !FAIN TIME INCREMENT = .10 HOURS
"1 2
AREA ,05 S2 ML INPUT RUNOFF CURVE= 73. TINE OF CONCENTRATION= .83 HOURS
:N'=;'AFL H'Y7ROEAPH TIME INCREMENT= .0922 HOURS
�EAK TIME;HRS} PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.40 77.49 (RUNOFF)
23.66 2.43 (RUNOFF)
RUN3FF VOLUME ABOVE BASEFLOW = 3.84 WATERSHED INCHES, 131.39 CFS-HRS, 10.86 ACRE-FEET; BASEFLOW = .00 CC`
0?ERATION RUNOFF CROSS SECTION 3-
OUTPUT HYDROGRAPH= 2
AREA= .08 SD MI INPUT RUNOFF CUR VE_mj76.- . TIME OF CONCENTRATION= 1.58 HOURS
INTERNAL HYDROGRAH TIME,INCREl N w�958
PEAK TIME(NRS) PEAK DISCHARBE(CFS) PEAK ELEVATION(FEET)
12,93 75.74 (RUNOFF)
R_h3F: VOLUME ABOVE BASEFLOW = 4.17 WATERSHED INCHES, 201.75 CFS-HRS, 16.67 ACRE-FEET; BASEFLOW = .� � 7S
Lr�JJt7. a+C-L4''IS
5R=== r. S, iiPUT RUNOFF CURVE= 91. TiM* OF CONCENTRATI0'�= ,3 `
:NCREMENT= ,0440 HOURS
PE9k; D15CHAR5_(CFS) ? AK ELEVATI014(FEE�)
- 73.80 (RUNC=�}
. - 1,U7 (RUNO�F1
n% �(
- -- v r"- _ - - - `," ATER3HED INC FS, ?�,3=� -;; S
- -
PEAT; TIME(ARS) PEAK DISCHARGE(CFS) PEAK ELEVAsI'ON(FE=T?
12.56 132.48 (NULL)
23.65 5.98 (NULL)
RUNOFF VOLUME ABOVE BASEFLOW = 4.03 WATERSHED INCHES, 333.13 CFS-HRS 27.53 ACRE-FEET; BASEFLOW = .00 01,
X �7-45-== :4. 3 BROWN LI t S{ 40E
rDDL;vD CROSS SECTION 4
:KDU- �YJROGRAPRS= 314 01,27PUT AYDROGRAPH= 6
PEAKTTM-�HRSJ PEAK U1S� !-I C14` %
i.•�s 65 7 1
.0 � .._..
rrrs;H?,S) FIRST HYDROGRAPH POINT = .00 HOURS TIME 'NCREMENT = _: PTiPS '•�c N- AREA = ,:5 SC,l�i,
3.00 DISCHS .01 .02 .03 .04 .06 .v, _ ? ,1 .14
4.00 DISCHS .17 .20 .23 .25 .28 .'_r .3L '_ 132
5.00 DISCHG .40 .41 .43 .45 .46 .48 53 .54
6.00 DISCH6 .56 .58 .64 .70 .75 .78 ,8i1 .82 .84 .66
7.00 DISCHG .88 .90 .92 .95 .98 1.01 1.04 09 1,13 1.19
8.00 DISCH6 1.26 1.35 .._ 1.49' 1.65 1.83 2.03 2... 2.36 2.54 2.70
9.00 DISCHG 2.86 3.45 3.29 3.54 3.78 4.00 4.23 4.53 4.8d 5.12
10.00 DISCHB 5.3 ::.;,,` -:'6.41k- , 6.87 7.41 8.01 8.76 9.59 10.51
11.00 DISCHG 11.56 12.66 ; 13.91 15.26 16.84 18.81 23.42 33.94 48.73 75.19
12.00 DISCHS 113.39 144,,15 _ `45f 25- j5k25,- 09 149.00 145.50 139.43 131.96 124.60
13.00 DISCH6 117.28 109.81 102.06 94.21, 86.22 78.26 70.92 64.51- 59.99 54.18
14.00 DISCHG 49.�6 46.23 42.84 39.77 37.00 34.49 32.24 30.18 28.34 26.71
15.00 DISCHS � 25:264. 24:0 ° 22:r�#E `''4'2�.�97-`.,,,-20,99 -20.10 17.29 18.58 17.95 17.39
16.00 DISCHG 16.89 16.46 16.08 15.77 15.49 15.24 14.97 14.63 14.27 13.95
17.00 DISCH6 13.65 13.39 13.14 12.93 12.75 12.58 12.44 12.31 12.19 127.00
1-3.00 DISCHS 11.74 11.49 11.27 11.05 10.85 10. 10.19 10.06
i9.04 DISCHG 9.95 9.85 9.77 9.69 9.63 9.55 9.5. 9.46 9,35
00 DISCHG 9.16 8.96 8.78 8.60 8.42 8.2:5 E.:r 7.96 7.83 7.72
21.00 DISCHG 7.62 7.53 7.45 7.38 7.32 %.28 1.24 7.1?0 =.18 7.15
2240 DISCHS 7.13 7.12 7.10 7.09 7.08 7,'.98 f.1..7 .0-6 7.06 7.06
L'.00 DiSCNG 7.05 7,05 7.05 7.45 7,05 ?..f, '_. 7.V5 ►.�'� :.94
lt.ocll 6 76 6 49 6 5 51 `.Ot 4_,
u l]L C..H u �04. .� +�
i
2.34 2.42 E.r: 1.48 ♦. J __.� ._, ,�v =�, .,�,J
1� •)• J'1r�r ,46 .40 .,4 .28
_ .0Cj D S;,�i+o .09 .08 .07 =46 ,,;lq _ ,:!' ..ji . ►2
.02 .01 .0. .0' 1c"
�.27 WATcRSHtD 1\r�:•�, 4C�6. 3 C`.J--`-. -- _--_- -- ---- :'t - ._ _'S
_ nnnr;vDa5SRA,H= 6 O JTPUT ►�:Y;n�033A. r
=- n : -.:VATiON= 72.30
PC1f D:SC!+AR6E0ICS) ��[il �_��- •.!'s
14.16 43.56 ;~_
TTVE(HRS) FIRST HYDRO6RAFH POINT = ,00 HOURS TIME INCREMENT = .'101 rDiiRS DRAINAGE ARIA = .15 SD.MI.
3.00 D I'S 33 .00 .00 .01 .02 .03 ,s .06 .07 ,OB .10
3.00 ELEV 72.30 72.34 72.30 72.30 72.31 72.31 72.31 72.31 72.31 72.32
7 IP e
19
t..?3 �".33 7 .34
C_ ./ 0 . .44 .t-.0
ELEV 72.36 72.36 72.36 72.37 72.37 72,37 ��,tV 72._�
DISCH6 .52 .54 .56 .60 .64 .68 .7_ ,
''`t cV 72.39 72.39 72.39 72.40 72.41 72.41 77.4 2 -.,=� ,�'_• 4-
-.w• ;,i5Cri5 .82 .85 .87 .89 .92 .94 .9-
_zV,.) ELEV 72.44 72.44 72.44 72.45 72.45 72.46 ,2.46 -_t47 72.47
E.01 DISCH6 1.13 1.19 1.26 1.37 1.49 1.64 -.80
3,00 ELEV 72.49 72.50 72.51 72.53 72.55 72.57 72.60 72.63 '2.6E
9.00 DISCH6 2.46 2.63 2.81 3.02 3.23 3.46 3,68
9.00 ELEV 72.71 72.74 72.77 72.90 72.84 72.88 72,91 7-.' n-1 77. �2
10.00 DISCH6 4.50 4.69 4.91 5.15 5.42 5.74 6.10 �.52 I, J 7.56
10.00 ELEV 73.04 73.06 73:09' 71,,11- 73.15 73.18 73.23 73,28 7-3.3 73,40
11.00 DISCH6 8.20 8.91 9.71 10:61, 11.60 12.63 13.45 14.91 i-.45 20.27
11.00 ELEV 73.48 73.57 73.6b,T 74.02 74.13 74.32 74.66 '�,'!5
12.00 DIS,CQ6 . 6 2,2 94 2 ,_ r� 30.25 31.97 33.60 35._1 36,42
12.00' UT 5�.53 ` ```� ���'' � - 7�:8t �7'�.19 77.47 77.75 78.00
13.00 DISCHS 37.72 38.84 39.83 40.69 4�.42 42.02 42.50 42.88 43.15 43.35
13.00 ELEV 78.22 78.43 78.61� 'l 16'" 70."0 '79.00 79.09 79.16 79.21 79.25
14.00 DISCH6 43.48 43.55 43.56 43.53 43.45•a 43.34 43.19 43.02 42.81 Q.59
14.00 ELEV 79. 77 79.28 79.28.� 79.28 79.26 79.24 79.22 79.19 79.15 79.11
15.00 DISCH6 42 34 42.08 41.81' Y 4 52'y 2; 40.92 40.61 40.29 39.96 39.63
15.00 ELEV 79.06 79.01 78.96 78.91 , 78.86 79.80 78.75 73.69 7E.;63 78.57
16.00 DISCH6 39.30 38.97 38.63 38.30 37.97 37.63 37.30 36.97 36.64 36,30
16.00 ELEV 78.51 78.45 78.39 78.33 78.27 78.21 78.15 7R.JG
17.00 DISCH6 35.97 35.64 35.31 34.98 34.66 34.33 34.01 33.19 3ti:,'7 3't k
17.00 ELEV 77.90 77.84 77.78 77.72 77.66 77.61 77.55 77.41 77,47 77,-"7
_.9.00 DISCH6 32.75 32.44 3Z.13 31.82 31.51 31.Z0 30.70 3".::,6�: 3"-,,` 1Gt<<z
6.00 ELEV 77.32 77.26 77.20 77.15 77.09 77.G4 76.9E ,=3 .t�, 15.E2
DISCHG 29.70 29.4' 29.12 28.94 28.55 28.28 8:0' _".
Ni E'EV 76,76 76.7_ 76.66 76.61 76.56 76.5:- 76:4 -ti,-.
.;;3 GISCH. 1 -.1 26. 26.40 26.14 25.8E 25t62 2 ,36
-: :1F` 76.26 76.2 76.16 76.12 76.07 76.02 "_ -_ "-
,d.7 Ii:SC'H,6 24.35 2Q.`:' 23.86 23.62 23.38 23.t4
79 75.c0 75.66 75, r7 --
n yT
21..;6 :.1.35 �1. It,
- 75.36 'S,28 75.25 75.�1 '=.47 s�_::
_-• �_a:.t'U , F,4- ,31 ;6.32 15.43 _4.J•� �l - - _
E E: 74,95 -.-= 74.64 74.51 74t'9
_-. ,� 6 !3.54 l.1.17 , : ,
_. 76, L
1 IH T �,'77 r it 3�Dat1 t . 2 .7
.[tom
i-."=i ELEV 73.06 7, 72.S9 12,78 72.69 72.663 72.5'
26.00 ELEV 72.43 72.4: 72.39 72.36 72.37 72,36 72.35 72,v ►_,_ -_.'v
27,00 DISCH6 .i5 .'2 .11 .09 .08 .07 .06 .�.` `4 ,13
27.00 ELEV 72.33 72,32 72.32 72.32 72.31 72.31 72.31 72.31 72i3 ?2.3i
28.00 DISCH6 .03 .0_ .02 .02 .01 .01 .01 .Ql .G0
�:4.:•J} XEG JI-1N f1 v. rTn,
4�^�•
v ti_ �•i ;}vr v
REV PC Q91t17'.2t D ,: 20
nr nit c T.. �r . _ �_ _ __ _. __ _ �h
AEB,� _'3� - 4.i f 4 47:7 :
'j
EXECUTIVE CONTROL ncrRAT.','JN ENDCMP c"k�i---�� - _ -_� ��= --_= RECORD .n
EXECUTIVE CONTROL OPERATION ENDJOB RECORD ID
• . 1�?Pr.,i�` 4�e "°�� ru�S�E�'���`^ :7+� ''3"�� �i;,? :,i�Eq,°je,'• r - r ,
r:A• r..,t 1:
•4 Y'r�rY•`k" �S'y >1h. lf. •. - f'1.`d n c .
� ti
u' r^
=,v t7 ?AGE 21
,� S- ____ - __ --: _ 'r = ,•" '�___� � ; T=� 4 F_A' TOP HYDROGRAPH
SECTION! STANDARD ;� _ 2771 '-- ' PEAK DISCHARGE
STRUCTURE CONTRCL JA�N�`vE - �.'_ -: -------- --------------- _NrycF --------------------------------------♦ JI
.D O?EkATIO�! "�'A7"k AMOUNT ELEVATION TIME RATE RATE
5p !1:) =_ ~'; '_`, f-'") 11 N) (FT) (HR) (CFS) (Csrl)
ALTERNATE 1 STORM2
XSECTION 2 RUNOFF .05 3.210 24.00 .78 --- 12.45 18.06 341.2
XSECTION 3 RUNOFF .08 ? 2 3.2C 24.00 1,15 --- 13.00 14,62 261.6
XSECTION 4 RUNOFF .02 2 .0 3.2.0 24.00 2.17 --- 12.09 29.31 1429.E
2 2 ,r0 3.20 24.00 1.09 --- 12.64 32.22 251.7
XSECTION 4 ADDHYD .13
XSECTION 4 ADDHYD .15 2 a10 .0 3,20 24.00 1,23 --- 12.15 42.59 286.8
STRUCTURE 1 RESVOR .15 2 Z. ,1,. 10 3.20 24.00 1.23 75.35 13.55 21.95 147.8
ALTERNATE 1 STORM 10
XSECTION 2 RUNOFF .05 2 2 .10 .0 4.80 24.00 2.12 --- 12.42 41.94 791.3
.. 1fSEGTIB!!•: 3 RUWF .O� 2 2 .10 .0 4.80 24.00 2.37 12.95 : 42.48 566.4,
XSECTION 4 RUNOFF .02 2 2 .10 .0 4.80 24.00 3.69 --- 12.09 48.64 2372.5
XSECTION 4 ADDHYD .13 2 2 .10 .0 4.90 24.00 2.27 --- 12.59 72.63 567.4
XSECTION 4 ADDHYD .15 2 ..` ,v 4.8024a11 2,4E --- 12.21 86.70 583.9
STRUCTURE i RfSUOR .15 4.90 L ,00 2.4E 76,90 13.98 30,44 205.0
ALTERNATE 1 STORM 25
XSECTION 2 RUNOFF .05 9 --- 12.41 51.77 976.'
XSECTION 3 RUNOFF 38 --- 12.94 51.75 689.9
XSECTION 4 RUNOFF 132 s _ �.4:, << = �? -_- 12 y c 2,^
XSECTION 4 ADDHYD - _ . . a Ufn a20 596a9
XSECTION 4 ADDHYD 1 • _ '�, �,y� --- ^ 22 , It
1L,-1 14s t,t •Vvea
7` 'i.�� _L,(j63P,04 ~rt a=
J TE.
Xy£cCTia��N 2 RUNOFF . r. _ �;, --- A
I1�rrT13, N J 4`_1rC - _ } �. :2r4t �5.3 2jC
X"ECT.7ON 4 RUNQF; _L - -'^ti; _ a_s _S J r --- i.
X_ECTATB 4
XSr3 4 ADED - _ . 6.
a 5 4u J... i • . n'n .
6.46 1f13 05 2"GETRUCTUR-E i{ G 7Y]R w Ja+i
ALTERNATE i STORM 99
XSECTION 2 RUNOFF .05
XSECTION 3 RUNOFF .08 2 ` •0 b,90 24.00 3,84 --- 12.40 77.49 1462.1
a'st- .0 6.90 24.00 4.17 --- 12.93 75.74 1009.9
SU4MAR1` TAB!= ? - ec'_ -E� .._ti`-�� -- cTrNDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED
uI CHARGE TIME AND RATE (CFS) VALUES INDICATES A FLA" TOP HYDRu6RAP*
HYDR06RAPH WITH PEAK AS LAST POINT.?
SECT'.Otil BTAnL'N'1 _� � - 4AiN PRECIPITATION °EAt` D:SCyARF=
STRUCTURE Cr, TR01 IN Ik;KBF T`;l r �v7Cr 'r?ME ------------------------- RUNOFF ---------------------------
-----------OPERATION "=_A `- "OQ 'RCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE
•' tR} SH�t} (IN} (HR} (IN) tFT} tHR}
. �-
ALTERNATE 1 STORM 93
XSECTION 4 RUNOFF .:.? 2 .10 .0 6.90 24.00 5.73 --- 12.09 73.60 3599.
XSECTION 4 ADDHYD .13 2 .10 .0 6.90 Z4.00 4.03 --- 12.56 132.48 1�'c.r.'
XSECTION 4 ADDHYD .15 2 2 .10 .0 6.90 24.00 4.27 --- 12.24 151.23 1022.4
STRUCTURE 1 RESVOR .15 2 2 .10 .0 &90 ',k2 : 4.27 79.28 14.18 43.56 293.4
x_
ems:
•ey.
;'n y - -_ �1'=== = �' A =:TI;�"�S A�ki STRUCTURES FOR ALL STORMIS AND ALTERNATES
L.0._ •.la -7. �J a'r RS..........
AL T ERN8,'E '• Y .;:u 2 i,94 30.44 34.04 43.56
XSECTION ''
ALTERNATE 1 65.32 18.08 41.94 51.77 77.49
XSECTION 3 .09
ALTERNATE 1 64.42 19.62 42.48 51.75", 75,74,
XSECTION 4 ,15
ALTERNATE i M.55 42.59 86.70 I04.13, 15.1,83
JOB TR_20
_ _, _`f TC
6 RUNOFF 1 00
6 RUNOFF 1 002
6 RUNOFF 1 003
6 ADDHYD 4 003
6 ADDHYD 4 003
6 RUNOFF 1 VAC4
6 RUNOFF 1 0050
6 RUNOFF 1 006 ?
6 ADDHYD 4 006 2 4
6 ADDHYD 4 006 3 4 6 ?
6 RUNOFF 1 001 1 .C�c3 -5,: --
6 RUNOFF 1 009 2 .0205
6 RUNOFF 1 009 3 ,075 ,0 ., 1
6 ADDHYD 4 009 1 2 4 '. f
6 ADDHYD 4 009 3 4 7 1
ENDATA
7 INCREM 6 .1
7 COMPUT 7 001 009 0.0 5.4 .0 2 2 01 25
ENDCMP 1
7 COMPUT 7 001 009 0.0 6.9 1.0 2 2 01 99
ENDCMP 1
7 COMPUT 7 001 009 0.0 2 2 01 02
ENDCMP 1
7 COMPUT 7 001 ':'09
ENDCMP 1
7 COMPUT 7 00' v09 0.1�
ENDCMP 1
ENDIJOP 2
N ' ,
'r; "A-N -_'E 73CREN-NT = .10 HOU06 - -
TO )SECTION 9 rrrr
0 C=� :,� = 5.M0 RAIN DURATION= 1.00 SRiN TALE NO.= 2 A;)T, ",_
M } - L
-�"-Tr -' =-5 MAIN TIME INCREMENT = .10 HOURS --
CZCT"It.
"NOFF CURVE= 70. TIME OF CONCENTRATION= .67 HOURS
iNTERNP! "Y[jRuiRAF" T_"= INCREMENT- .4893 HOURS
PEAS: T.LME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.31 20.50 (RUNOFF)
RUNOFF VOLUME ABOVE BASEFLOW = 2.33 WATERSHED INCHES, 30.87 CFS-HRS, 2.55 ACRE-FEET; BASEFLOW = .00 CFS
OPERATION RUNOFF CROSS SECTION 2
OUTPUT HYDR06RAPH= 2
AREA= .05 SO MI INPUT RUNOFF CURVE= 73. TINE OF CONCENTRATION=" .83 HOURS
INTERNAL HYDR06RAPH TIME INCREMENT= .0922 HOURS
. ;
PEAK TIME WS, PEAK DISCHAR6E(CFS) PEAK ELEVATION(FEET)
12.41 51.77 (RUNOFF)
7.67 1.78 (RUNOFF)
ih..'S♦.-T V121UYE A$uvE Br5EF_OW = 2.531 WATERSHED INCHES, 88.68 CFS-HRS, 7.33 ACRE-FEET; BASEFLOW _ X1. C=S
cl
Zr ,''S N= :,=''�T ` C}= CARVE= 76. TI?!E O= CONCENTRATION= I.`E "OURS
-'�--- - n-- ' lL T.V.= - -�;(EP°T= .0958 ;OURS
J^ -
r'EA� FLEVATION(FEET)
', L
-- - --�- -- = - t`'t0 i�'tCHES, 137.L.4 ^--'-4RS, ".17 ACRE-FEES7.
1UTPUT HYDROGRAPH= 4
OiSCNARSE(CFS) PEAS; E.EVATION(FEET)
12,38 71.42 (NULL)
23.67 2.43 (NULL)
RUUNOFF VOLUME ABOVE BASEFLOW = 2.52 WATERSHED INCHES,, 119.55 CFS-HRS, 9.86 ACRE-FEET;. BASEFLOW = .00 CFS
_ f r AA �� A}n
LRsi�k .+�i"+,T,._ tip 4�}i ---
-nT-- 1
`A i i 1iJ.3'{tiPH= 5
; ii'=( 3ISCHARGE(CFS) PEAK ELEVAT'B(FEET)
105.24 (NULL)
'.66 5.06 (NULL)
HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAI%S= A;EA
5 HS- .00 .0c .00 .00 .01 .01 .01, .;: - :
DISCHB .11 .15 .20 .26 .34 .42 .52 .63
10.? DIS CHI G 1.02 1.18 1.34 1.52 1.72 1.93 2.18 2,47
_ 0 DISCHG 3.65 4.17 4.76 5.44 6.20 7.14 8.60 11.16 16.'7
DISCHG 40.40 59.82 79.50 94.63 102.95 105.23 103.08 98.46 9"E4 S-,L
13.00 DISCHG 82.19 76.87 71.42 65.94 60.36 54.84 49.73 45.30 41,48 35,11.
:4.�i0 DISCHG 35.16 32.54 30.18 28.05 26.13 24.41 22.84 21,43 2a.:5 :E,;S
15.00 DISCH6 17.93 17.01 16.20 15.50 14.87 14.30 13.75 13. :4 11L.ii 1 ,35
_6.00 DISCHG 11.99 11.67 11.40 11.17 10.97 10.79 10.62 10.44 10.23 1c.cl
17,^Q DISCHG 9.79 7.57 9.39 9.22 9.00 8.96 B.B5 9.76 5.67 8157
18.00 DISCHG 8.45 8.31 6.14 7.96 7.80 7.64 7.51 7.3y 7.2c i,.9
:9.00 DISCHG 7.10 7.03 6.97 6.92 6.87 6.94 6.81 6.78
20,010 DISC!kG` 6.64 6.53 6.39 6.24 6.09 5.96 5.83 `.7L v.63 -=4
'?ISCHv 5r46 5.40 5.34 5.29 5.24 5.21 5.'_8
�_..1,, DiSCFIG ti J.10 5.09 J.OB `.07 5.07 J.vr u_
0 DiSuG 5.06 5.06 =.06 5.06 5.06 5.06 5.06 5,`
v DISCS 4.96 4.63 4.62 4.31 3.94 3.52 3..1 7:
:.30 1.11 .94 .79 ,66 =� _
f n 7 C 1 n?• 7f �1� nc
.-J . f� 1y i5
1+ i.a , 1.1 r
tz
f F -r 7C r, -` •.r.
- ,,S'�'_ _� �� - ..;`. �+A .,�-'c: F NC'�:� ,;5.4`1 1�1-' S,
-+... JJ95
,
�77 .lu4'� .=�_-_.,� _ �,� wi� :`4.�:.i :"1�1."1�3� J�r .L!7y 4.66 .�_-`C-'1 `r-- -- -
0rtn .7!Ok RUNOFF L, DZI .7LL j. J
OUTPUT HYDROGRAPH= 2
AREA= .05 SQ MI INPUT RUNOFF CURVE= 90. TIME OF CONCENTRATION= .33 HOURS
INTERNAL HYDROGRAPH TIME INCREMENT= .0440 HOURS
__ _ = = .= JCE� 1 PASS
E9 a'- R,. PA"E .1 Y
V`N71 iLy�1 Lei!
V. _1,:,• -_^z�' T_}-= J� l+' n�11-R'i. L l IRS
PEA)` t } PEAKEEEVATsOMr'EET)
t Y'
rgL;�W..
RUNOFF VOLV= ABOVE RASE=_ON = 2.61" NATcRSHED :NCHES, 138.81 CFS-HRS, 11.47 ACRE-FEET; AASEFLOY = .00 CFS
OPERATION ADDHYD CROSS SECTION
INPUT 4YDR06RAPHS= 112 0J,TPUT YDR7SRAPH 4
PEA;! TI�'E(HRS} PEAK ^TSCHARSE(CFS) PEAK ELEVATION(FEET)
12.09 200.26 (NULL)
23.65 2.98 (NULL)
RUNOFF VOLVE ABOVE BAS FLOW = 4.27 WATERSH INCHES, 202.37 CFS-HRS, 16.72 ACRE-FEET; BASEFLON = .00 CFS
INP"YT 4YDRD6RAP S= F,L ��-�•v� HYDR'u�SriA-+= 6
a E 1'S -L-rr _ . �_ ��r _ . .,_ TT�a. .i'4'r .: =•t - .-, ~_x. v .�1-'-'NAG' 1'��cA
3.j
.OIL .03 .06
,cl i
10
's C= 47
_1 �..31 �.till 111 � .a.t
65: _3.37 ---66 ^? 34 L ,60, 75.19 11C,-.88
f07 7 '•I t 17 •'4 Y� 1, r �I�j ' n _r, n
,8� .14 a.al:69 VV,a r�,Q f 4.Y
13,tt( 3.r_i� _115 ulsc �_,�_ 61,2i 56.88 ��a�+6 •:a9r 40suL'52 a1.,,4
14.00 DISCHE 34,r' '2,J' 3C,43 28.44 26.61 24.91 23.38 21.91 20.60 19.54
15.00 ^�SL�E 18,66 17.91 L7.26 ibfb5 15.45 15a17 14.52 14.03 13.63 13.30
99 11.76 :1❑.33 i0.�,_
.76 i:L�t 9.79 i.s'L Qi.6z
- - __ ... aJ.•uf �,10 J,.,a. 13 9.05 y- rs�_
f +••j t
•fir --7 6.24 6 t7 6
__ .___ _- _ L._ _ J■ L ve GJ ,.. Jr 6 Q.l 5.72 1r _-
�- a.6:5 5.64 `.03 5.63 5.62 5.62 5.,h'_
t:6' 5.61 D. =,i: 5.51 5.61 5.58 =,3
.9 -148 2.27 2.07 1, 3 i =_
_ n
.62
,or, .0 .04 .03 .03 .02 .02
lot loo
;TERSHED INCHES, 341.21 CFS-HRS, 28.20 ACRE-FEET; BASEFLOW
.,.+..• it_4 �" !'� CAS=.`_J!� �.�,. r. ..
tU:lt�l�~ i rc �7�[+TTON 7
211TPL!T PYDROGRAPH=
AREA= .05 SO MI INPUT RUNOFF CURVE= 73. TIME OF CONCENTRATION= .83 HOURS
_NTERNA_ 4VDR05RA.PF... TIME INCREMENT= .0922 HOURS
PER 7Mc(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
51.77 (RUNOFF)
23,67 1.78 (RUNOFF)
R11NO-- V0'_L�wFF &,B!-Vn' AASEFLOW = 2.59 WATERSHED INCHES, 89.69 CFS-HRS, 7.33 ACRE-FEET; BASEFLOW = .{10 G75
Stir µ- = OrF GLRVc= 90. T:"= n: �tJ?►�ENTRAT.N= ,33 HOURS
+�C �CJ C;�VATTnl1(�ccT1
INLr,-b 53.«4 r:c_.�RsS 4.66 ACRE-=EET; BAS*r_
5-A..n,C= r,u r- 7. 1T.�k,= 1 4a riC!!;?
Js_- - r((�A�fT71'� 1
_"'� ,_..Y1'�scvii(. i=Tr
- CL cj fc 1ry fj���r'y
''-- _':'�� BtiVE ^pc_=_Csi = ".1' �iP-=nSHcD IN''CH--r 1'n,6? ==E--1 5 11.47 ACRE-DEFT; rAwcFLOW = ,='0 GF5
CH-RATION ADDHYD CROSS SECTION 9
15�":i BROWN C;Afi-_r
h[q.f D4nt'�/Ih!
2?,ti6'
__- .._.. _ •jT'_i'_ �� rW - 3,L:6 WV!RIS'`';� ai4`j�_`.y _'v.•-. _ __
rR SS StCTllu
GN 9
YID 6RAP7S= -14 OUTPUT HYD455RAPH=
PEAr,� Tr4 v -K. A GE`Cr
r 2^_�. � I04.73 • •__--
�'.66 5.24
i
�:RST HYDRD6RAPH POINT = .00 HOURS TIDE ' C;E*= - _ ,.. - _=i';=J_ -_` _ „ S-Z I
?r tiv u_SC46 .00 .00 .00 .00 .00 e00 .00 '12
,yL
4.00 DISCH6 .03 .05 .06 .08 .09 .11 ,12 .It r17
..30 DISCH6 .19 .20 .21 .22 .23 .2` .26
6.00 DISCH6 .31 .32 .36 .40 .43 .45 .47 .48 .51
(.V0 DiSCH6 .53 .54 .56 .57 .58 .59 .6i .62 .63 .t4
3.00 DISCH6 .65 .69 .73 .79 .86 .94 1,00 1.05 1.09 1.14
9.00 DISCH6 1.19 1.26 1.38 1.51 1.63 1.75 1.88 2,06 2.24 2.42
10.00 DISCH6 2.58 2.76 2.98 3.23 3.52 3.88 4.27 4.76 5.29 5.69
1..00 DISCH6 6.56 7.27 8.09 8.97 10.01 11.32 14.49 21.90 32.32 51.24
12.00 DISCH6 78.8Z 100.69 104.63 102.79 102.21 101.49 99.34 95.51 90.70 85.92
'_3.00 DISCH6 81.12"-" 76.19 `,,11.03 65.78 60.39 54.98 49.96 45.56 41.76 3B.44
1�.00 DISCHS 35.53 32.95 30.60 28.46 26.53 24.79 23.20 21.75 20.45 19.30
r'�1 DiSCH 18.29 17.40 16.62 15.93 15.28 1�.64 1�.07 :3.56 13.11 =2.�1
_-. .. DlvrHS i2.36 12.05 11.79 11.56 11136 1'.19 1'_,fJG '_':,,- ,t� ':0.=5
'.-._ - DjSrHD 10.04 9.85 9.67 9.52 9.39 9.21 �.17 y.0" cr7y S,bS
HS 8.66 8.4y7 8},31 8.15 0.00 7,S'6 7.71 7.62 ',:,2 %, 3
:.A. ITV,''^ j �� 7 L� t n� 7.17 7._i 7.'-0 7s 06 fir,? - r..,
-0 , ri , .2a_ ,4 D
L,.. ',' Ji"� 6.77 6.63 6.49 6.36 6.23 6..` �.`9
'5 5.58 5.52 -j a,4: "_L ,
5.29 5.28 5.27 5.26 4,?1
C� 7 5.11t 4.8� 4.�' L.C1F y,h ',�- _•�. -
:- 73 1.50 1.28 1.09
,34 .29 .25 .21
r= yt "�`CW - t,96 WVEARS�':D !VHES
�_•�! Z:�_ �~ 1 lr'f 1 = .RJCr t+C7 lPi{ F d 11^Is7 L13MPLF rLl ELF �-v
TR20 YEQ 07—'_5-33 15:_.� -J Zt
f i'3 ^�
`= rpr
r v
E_XECUTIVE CONTROL OF: r. -� ,^•i_,T --�w ,__-- -- -- --�r-,_. � r—�-, . .
��++Tn T* TrN_ _ _n' P.'. _.—_ _ � — n•— � - n ra qq1 — ppI'! _ h1, e_ �_
.7-A�i:l�!.: _ _ _ l--_ _ - _ -. �.... � ���_ _,l'� .'_�_4 ir.,�."'_' !t4.- a. `l:4T, ',�.v_�1.a', uG��' ►
TT2, �-•r'�_ v-r---
OPER ;��N R�,-EFF C�.' ='S
D�f �n
:ti 7 PUT
AREA—` a()i c6 M: I:1_— — .A2,r= *._ Jt ,f�1s F.�T.ON— ,6r +��URS
.NTE3IAA_ ',.-a,CS P '-. .- �h_7 .-
i r����y F— i 4
°EAR 10-- Z'S) �,
_ _
12.30 ;R3 11F)
RUNOFF VOLUME ABOVE BASEF:4iai = 3.53 WA7,"z'S—=: : ��_�� 46.637 =3—A S, 3.86 ACRE—FEET; BASEFLOW — .00 CFI
OPERATION RUNOFF CROSS S►CTIOX 2
OUTPUT HYDR06RAPH= 2
AREA= .05 SQ MI INPUT RUNOFF CURVE= 733. T'lE ;;F CONCENTRATION= .83 HOURS
INTERNAL HYDR08RAPH TIME INCREMENT= .t:V22 r3JRS
PEAS TIME(HRS) DEAD D'.SC^AhSEtCFti) DEAF: ELEVATION(FEET)
12.40 77.49 (RUNOFF)
23.66 2,43 (RUNOFF)
RUNOFF VOLUME ABOVE BASEFLOW = 3.84 WATERSHED INCHES, 131.38 CFS—HRS, 10.86 ACRE—FEET; BASEFLOW = .00 CFS
OPERATION RUNOFF CROSS SECTION
OUTPUT HYDROGRAPH= 3
AREA= .08 SO MT. !NDf�T -_N2: 76, _11 C''-'CENTRnT:CN= 1.55 HOURS
:N 7 F_RN A L HYDRr.r,fr :vE Tkr+ _"`_`'RU
_
is iFFF VJ_J Eti r_ .•n=="_� - = __ - --�-} :a`i' w"(�—�L1; BASEFAW — .0(.. J _
PUNUF: E ABOVE '_.%3 = =— -- CFE—^FPS, 1�.?" ACRE—FEET; BASEFLOW = ,`0 CDti
OPERATICN A:D�;YU CROSS SECT:uN 3
TR20 X 9 07-11-28 15:20 BROWN CASTLE 27 41,,=
r, r: �r.•n
.y 42 -
Lv.6 _.._ ,i•___
!1i1 R�4.1 -'i"T �YDRGGRAP" `i's T - -,�'_ - - -a _'_. _ _ ,--:°+�'�: �`•_ - t jns ,.
ti Y
8.0:' DISCH6 .23 .29 ,'� .=: - -�'- .65 .99 '.14
9.00 DISCHS 1..30 ..46 2.67 a91 a..b
10.00 D.yChn 3.4L 3.69 3,77c.4"'
11.00 DISCH6 7.94 8.82 -
_,a I.'.L7 28,164 42.55
12.00 DISC65 65.39 94,18 l"<.'b I36.43 127,72
13.00 DISCH6 119.79 i11,62 1J.3 f- 58.99 54.09
14.00 DISCH6 49.79 45.99 42.37 ?0t4 -�. ��,'.= 3'.=4 29,97 28.14 26.47
15.00 DISCH6 24.98 23.66 22.52 18.32 17.65 17.06
16.00 DISCH6 16.55 i6.10 1`.72 .C.-:S `� " '�.85 '4 14,36 14.07 13.76
17.00 DISCH6 13.44 13.14 12.68 12.66 112.46 14 12.01 11.89 11.75
18.00 DISCH6 11.58 11.38 111.I5 10.91 10,67 10,46 10,27 10.11 9.96 9.93
19.00 DISCH6 9.72 9.62 9.53 9.45 9.39 y.34 .3n 9.27 9.23 9.17
20.04 DISCH6 9.07 8.92 8.73 8.52 8.32 6.1- . 6 ►,81 7.68 7.56
21.00 DISCH6 7.45 7.36 7.28 7,21 7.06 7.03 7.00 6.98
22.00 DISCH6 6.96 6.95 6.93 6.92 6.91 6.90 6.90 6.89 6.89 6.89
23.00 DISCH6 6.98 6.88 6.98 6.88 6.38 ME' 6.38 6.88 6.87 6.84
24.00 DISCH6 6.75 6.57 6.28 5.86 5.34 4.78 4,22 3.69 3.20 2.78
25.00 DISCH6 2.40 2.06 1.76 1.49 1.76 1,07 .90 .76 .64 .55
26.00 DISCH6 .4,6 .40 .34 .28 .24 t21 .19 .15 .13 .11
27.00 DISCO' .09' .08 .07 .06 o05 .nt_ .03 .03 .02 .02
28.00 DISCH6 .02 .01 ,ail .01 ,
RUNOFF VOLUME ABOVE BASEFLOW = 3.96 WATER CL!'== -�. t BASEF43W - .00 "FS
> -
OPERATION RUNOFF CROSS SECTION e
OUTPUT HYDROGRAPH- 1
AREA= .02 SD MI It"Pub
r O,7 .rt •�•' fir F•-- jl.. _ lit
r_ �t7 �r---_-_ '+ -- -- n: _- - ___.- .•_ _ - - •,f,
a � t X 7 7 ': �'Fr'Tifl4
T 1 T !-.
�yT�^nuaRAP•, . ME i t.. :,.tki'-
I I
T-Zih =r JOB l 1H�J av '
77
PERK ELEVATION(=EET)
(R,!OFF)
.�
IV: - CONCEkT=ATION= 1.59 +,3L',S
. 3
_r: �?Zu�,c.�5) PEAT; ELEVATiON(FLLT)
(RUNOFF)
2011,75 CH-HRS, 16.67 ACRE-FEET( BASEFIOW = .00 CFS
0PERATION A5 rvirj -__ 110N 6
UT r�nn- �_ ry n, P .
1k�s, v,., : fi J- _,� U i uT HYD�aOSR ,D
H=
PEAS; i 'c(HR3, FEAK UISCHARGE(CFS) PEAK ELEVATION(FEET)
12.0 264.59 (NULL)
16,45 7.66 (NULL)
17.65 6.39 (NULL)
19,55 5.12 (NULL)
23.65 3.B5 (NOLL)
+i1'C ;,;C: E !zC;'7 {� =�^r f = S.7? TESSH.ED T N"WES, 271.77 CFS-HRS, 21.46 ACRE-FEET; BASEFLOW = .00 CFS
'A '- :�fr4G`;=F• - i nr'r _i? uvDRCSRA°P- 6
_ -- _ �A•. U�1L,K .3 PARK ELEVA;.ON(F E,)
(NULL)
? y__ < - ,.', ,�< •`_ TIME _ vREilE�iT - .�'. 4U11RJ URAINAH AR!-A - ,l.l Stlic.m_.
.:;6 <16 ,'36 .._. .36 .42
=___ _} =S ,": .99 1.:r7 .,_4 1.22 1.2s 1.35
s.66
6t i.vb 5.50 5,214 i. :3 6.2i 6.47
t■9h
N1 8,2 3 S. r� [
v d•� va iJt(� 9,Lr
71 =, V . nl (1 11
a.,-,. 1..._ . ..a`� _ _ a_ cs,:.9 Lv -r`t:•} sr 1J l�1 t�V 1?t,
5.54 25.30 31.54 42.05 69.63 104.05 154,6",
�r -- - - - ► �� ";, ,, :-' 119.37 112.55 109.76 107.94 105.46
-3U, ,: J,36 136 9
79.86 7..) 66.97 6..26 56.71 5� sib
19.C7 36,49 34.t9 ?i,94 29.89
--- - r „ ' _
- -= �� 5 2'3.32 22:46 21.49 20.42 19,52 i8,84 -
- , 16„» :6.46 'b 271 1 C5.9 8 15.66 15.1.t9
01, L
SY i�aTi 13.i4
1_e J II.Vi _0.90 10.79 1V.69
i7 11cii _ .17 _V, .77 _ --
---- - - - �:: -. S1r 7.56 -
�,� 'e !.47 7,46 7.45 7.44 7,43 7.42 7,E2 7.41
.40 7.40 7.40 7.40 7,40 7.40 7.40 �_.)A -
--_ -. 4.11 5.18 4.27 3.70 3,34 3,05 2.8C .�
-� 79 i.5b ..35 i.i6 .99 .B4 .'7_ ,E
- --
--- �5 .39 .33 .26 .24 .21 .1B .15 ,1?
.08 .07 .06 .05 .04 .03 .03
"B, ,01 .01 .01 .01 .01, .00
"=F'_0W = 4.94 iA'ERSHED :NCQES, 473.53 CFS-HRS, 39.13 ACRE-FEET; ;� =7_C
C= RAT:t3� R: �* crrTIGN 7
L7� !'nLjiL JLw.
±jYDRnwGRAPH= 1
AREA= .015 S0 MI INPUT RUNOFF CURVE= 73. TIME OF CONCENTRATION= .83 HOURS
INTERNAL wYDROGRAPH TIME INCREMENT= .0922 HOURS
PEAS. 'I�=(HRS) PEAK DISCHARGEICFS) PEAK ELEVATION(FEET)
1?.40 77.49 (RUNOFF)
L3,66 2.43 (RUNOFF)
3'A'"11. VSL:;AE ABUr= BASEFLOW 3.84 WATERSHED INCHES, 131.38 CFS-HRS, 10.86 ACRE-FEET( BASEFLOW = .00 CF5
,�� ._ _LrSc; SEC ON 8
�rn4nn.
S2 01I RUNOFF CURVE= 90, TIME OF CONCEN'RA'IDN= .33 HOURS
, t �41,n_ .0440 HOUR^
-=� --" =E4Y DIS HARBE(CFS) PEAK Eli EWAT14N,F- 7?
�1 ^�jfin
L.GV •kJ'•�I�-
V- 1.0? /r r -
- -- ,n�ilN Fr
rS
>17 T
3
_•11 1, t,Y' Eb. :'iE Cc 'LI. 1- _ - 'iyf� 1L 1L
_ , PEAK DISCHARGE(CrS) P K t_E`d AT:UN::`t�'
c�yB=F_2W = 4, i WATERSH=i 3CHES, 201.7v CFS-SIRS, `.1A.67 ACR=-f T; BASEFLOW
!s '
JOE
a� v �•.�'47L'b'�t?'. _- _;L _�-.v? :1 J'\_tom �-- �
23.66 '< -
'.r v-JLL'l'A AP4Y -15C h ,31 WTI�ER6 :J i��.., ..�5 ....,_� - - -S -= - - -- --7�'__'t1 ,00 flL
u.
3P►RA-iCN ADDHYD :.RGSS ScCFi3h 9
I Nr^G. HYDR3GRAFHS= 3,4 CLiTIPLIT HYDROG cAFm= t
PEAK TIME(HR51) PEAT; DISCHARGE(CrS) PEA,," t_E•+
12.24 151.83
23.65 7.05
TIMEMSI FIRST HYDROGRAPH POINT = .00 HOURS 11ME INCREMENT = .10 AREA = .15 SOX.
3.00 DISCH6 .01 .02 .03 .04 .06 ati}7 .C)9 .10 .12 .14
4.00 DISCHB .17 .20 .23 .25 .25 ,•1�1 „72 .34 .36 .38
5.00 DISCH6 .40 .41 .43 .45 .46 .46 ,til .51 .53 .54
6.00 DISCHB .56 .58 .64 .70 .75 .76 ,Eu 182 .84 .86
7.00 DISCHB .88 .90 .92 .95 .99 1.01 1,04 1.09 1.13 1.19
8.00 DISCHB 1.26 1.35 1.49 1.65 1.83 2.03 2,21 2.38 2.54 2.70
9.00 DISCH6 2.84 3.05 3.29 3.54 3.78 4.00 4.23 4.53 4.84 5.12
10.00 DISCHB 5.34, 5.68 6.03 6.41 6.87 7.41 8.01 8.76 9.59 10.51
11.00 DISCH6 11.56 12.66 13.91 15.26 1_6.84 18.81 23.42 33.94 48.73 75.19
12,00 DI5Gy6 113.39 144,15 151,25 150,25 11510.019 149,M1t, 145,50 139,43 131.96 124.60
:3.t�4{ DISCHG 117.28 149.81 102.06 9}."� 86,?i ;c.- :L_._ 58:9? 11
14,00 DISCH6 49.96 46.23 42.84 39,77 37. l0 28.34 26.71
15,00 DISCHB 25,26 24.00 22.90 21,92 20,9918.5E 17,95 17.39
16.00 DISCH6 16.89 16.46 16,08 15,77 '5,�r- '_�.�- 'i .Q,c? 14.27 13.95
rl() DI5CHG 13,65 13.38 13.14 12.33 12,:9 12,00
F,0�1 DISCPG 11.7a 11.49 11.27 1'.,-15 {i�,o� : ..46 i ,L3 ?b
:9.jcc DI5CH5 9,95 9.85 9.77 L-c
1V
DTSCWG 9.f 6 C.96
Y.
�2.003 DTSC,c :,:3 7.12 7,:,� %,''� ', - _ -. :0 7.;)5 '.06F
R'nn�3r
L 0,
L.JV4J 6 ,4V ,_ aL� ,L" c.__ __ , _ a.._ ,c 1
,
L a.a V v • V- _ ,:'.. i Y i L i. 1 __ t o
r• n, I_� - -- _ -- .--- ----
", '•ii-� '�C:� r 4ALFtit= ?�{>:' 3" = 4.27 �iAT`_RCitiED 'N''-=S Ci-7 �J�
- w _1 u ~L,�11 '�.
t•'i'.1 N ��� _
�w
;7 lt),R . r.p_`
1uECTTON i TO SEC'iC _ _ _
17'' _ 1•LV RA'N D)RA►a�s= a„ = 'i=�ia .,:_.Z rtw•- ,. �-
=- V" 2 MAIN
TIM" INCREMENT _ .:3 ��LR5
i
�= =_ yC rI TN':' RUNOF= rURVE= 70. TIME OF CONCENT-ENT .5{ �u :S
-:,:"::.:5z=,^ ': Ni"nEr NT= .0893 FOURS
WEAK D73C IARGE(CFS) FEAR E�E'vAT:ONtFrET?
6.50 (RUNOFF)
RsN =F ;?LjME ABOVE BASEFLOW = .83 WATERSHED INCHES, 10.94 CFS-HRS, .90 ACRE-FEET; BASEFLOw
OPERA70N RUNOFF CROSS SECTION 2
OU PUT HYDROSRAPH= 2
AREA= .05 SD MI INPUT RUNOFF CURVE= 73. TIME OF CONCENTRATION= .83 HOURS
I I ERi�AL HYDR06RAPH TIME INCREMENT= .0922 HOURS
`EAR: TIME(HRS) PEAK DISCHARSE(CFS) PEAK ELEVATION(FEET)
12.45 18.08 "r (RUNOFF)
RUNOFF VOLUME ABOVE BASEFLIIW .98 WATERSHED INCHES, 33.54 CFS-HRS, 2.77 ACRE-FEET; BASEFLOW = .00 CFS
r 1 FT T`
l L !1 r+t
== ,AS v'' MT INPUT RUNOFF CURVE= 76. TIME OF CONCENTRATION= 1.58 {OURS
i�T:. fi:A_ YYD OSRA'F+ ':PEE INCRE)1E!"'= .0958 HOURS
PEAS: DISCHARGE(CFS) PEAK ELEVATION(FEcT)
19.62 (RUN 03 Fr) 1rrI
.. - 1•LB tRa?iLr�-)
--- P Ir ♦�t r n—n nor___ '•— — r��
, _ _,_5 .�IhT_^{t"_D INCHES, 55.76 L`5-'�R�, �. A�H= t-') �A'- -�• - -
-- - -�- --
--..-
4,33
1.13 N—
�ATER'S�E'D INCHES 44.46 0;S)-HRSj 3.68 ACC%E-FEET I-`-_-__
y
-]`yt [s 0 -1 -SL 15;2�1 v`�'r'= ^^ r_= ^� slob 1 PASS
4 y'1 1 n
ate_ •1•_! _ .Jui�-_,�-- __ -_ ,_ _ - _ _- : !;J`l•�} Ih ARE
A .Lv 30: 1 a
j Oil,
a 1.00 1;IS It"HG .61. 1.15 2.35 11.04
{? 00r -P,-S :t' t:' 36.93 36.011 34.54 33.01
Ti T n .'S -- - -- - -' - -- nC n { nn
8.66
.94
DISC�13 :4.E' -- :_,_ _ ., ':,�1 7.9` 9.38 8.86 8.38
1v.00 51 HG 1. 3LL ,_: .=- r�L, L.,y3 6ff.:oo00a 5.9}9� 5.79 5.61
16.00 DIWLns =.L':7 vc_a. v.i. _._, . ,:4` 'faO4 't.80 4af2 4.62
17.00 DISCHG 4,5;3 4,22 4.11 4.07 4.03 3.99
18.00 DISGH6 s.94 3,^f t =- _, 'L _<<� '=C7 3.51 3.46 3.41 3.37
19.00 OISCHS 3.3' -,-. =. 5 _.�_ :.�1 3.20 3.19 3.10 3.16
20.00 DI5CH6 3.1' 3.09. '. r_9s 2.Sb 2.v1 -.76 2,71 2.66 2.62
21.00 DISCH6 2.59 2.55 2.53 2.5 t ;8 ^c.4? 2.45 2.44 2.44 2.43
22.00 DISCH6 2.4L L,42 2. 2.41 " 4i �a4J. 2.41 2.41 2.41 2.41
23,00 DISCH6 2.41 2.41 2.41 2.41 4. A 2.41 2.41 2.41 2.41 2.40
24.00 DISCH6 2.37 2.31 L.L. LaU7 �.W :.70 1.50 1.3Z 1.15 1.00
25.00 DISCH6 .86 .74 .63 .54 .45 .38 .32 .27 .23 .20
26.00 DISCHu .16 ..LT ,:L .1C 1.1 .07 .06 .05 .05 .04
27.00 DISCH6 .03 .03 .01.7 .02? .02 .01 .01 .01 .01 .01
28.00 DISCH6 .01 .00
RUNOFF VOLUME ABOVE BASEFLOW = 1.05 WATERS�ED IMCRES, 100.24 CFS-HRS, 8.26 ACRE-FEET; BASEFLOW = .00 CFS
OPERATION RUNOFF CROSS SECTIC", 4
OUTPUT HYDROGRAPH= 1
AREA= .02 SO fjl iN;_,, ,,.X.,-r .33 HOURS
INTERNAL uYDRCGRAPW;
PEAS' TIMEtHRS' c_EJ�iTIO�;=+EE',1
BAH" = 0 �I c
.2 ..4
23.55 '. ,=;iNOFF,
RUNOFF VOLUME ABOVE BASEFLOW = ?.17 kATER.rED INGiIES, 74.24 CFS-HRS, 6.14 ACRE-FEET; BASEFLOW = .00 CFS
+Cant JOB 11 ,''ASS
U
JN RUNG` CRCSS SEF"
7- 7
'TrC
FEA" `�ME(HRS)
00
'"' - nr C —p
273 7 0 -7 k 4 v
mjh,;j,;: VOLUME ABOVE BAWI','t,:71-GW I 15; W A Et H T .00 Fs
fIT T ON 6
OPERATION ADDHYD CROSS SECTION
INPUT HYDROGRAPHS= 112 OUTPUT HYDROGRAF11"= 4
I
PEAK TIME(HRS) PEAK DISCHARGE(CIF-S) T:N ::rT)
12.09 105.08
23.65
RUNOFF VOLUME ABOVE BASEFLOW = 2.17 WATERSHED INCHES, :L ACRE-FEF; BASEFLOW = .00 CFS
OPERATION ADDHYD CROSS SECTION 6
INPUT HYDROGRAPHS= 314 OUTPUT HYDROGRAPH= 6
PEAK TIMEMRS) - PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.10 108.97 "IN!,LL'i
23.65 i,97 ilk"Mr tHRS) 11 1
4
7'V7 IRA7NAGE AR--A .15 S9.MI.
FIRST HYDROSRAP4 POINT .00 HOURS
.
5.00 DISCH6 .00 .00 07
b.00 DISCHS .09 111 37
7.00 DISCHS .40 .43 .64
lk�
Q,OT DisrHs .66 7 6
.1,
DISCYG 1171 -7
6,r
DISCHS
OG DTS"UC- 56,!`
121 00 DISC146 91.4E '-98.86 ;E9.60
DTS :6,"t
L.,CS 67
DISC;- ,7
P-
1.87
D G.
DTSN4 1,66
L
Disc�G
0 0 DISC-G, 3 63 J.:9 3.16
"j 3 3.010
1 110 D I 5CHG 3.14.
i97
DISC HG .9 1.,,
97
.61 --
Tti - zL F_ t .49 c _ ,14 s�.
sLi. .02
__ -_-_ !1� _ r r -�_- :� a N ni;rn 1r•ZQ 7' --- _`� 17 t++
- �� 1r�`i'_� _ V.r_ •. v ~�a? __r__ _ _ __. _ __-_ t• r __-
1 1
'A ;•r -r T 11'T RUNOFF
t I OFF `RVE 7 t r n�1T '-';ail 7 •+.-••
}_^,— .VL :tls #. a . I. J10��' CJRV�— 1 . t;l F t,� r� ,'�i! =ul- .v•: "_:ru
Y 10P,CERAPH TIME INCREMENT= .0922 HOURS
;_r:;: TTWZIL*;Sl PEAK DISCHARGE(CFS) PEAK ELEVATION(FE;T)
-4,- .8.08 tR;:NCFr a
RU_f}:= vUy:"E AB�JvE BASEFI.09 _ .98 WATERSHED INCHES, 33.54 CFS—HRS, 2.77 ACRE—FEET; BASEFLOW = ,V4 =5
FERATIu R' ,"ILr aROSS SECTION 8
OUTPUT HYDROGRAPH= 2
1}=A= .02 SC Mi INPUT RUNOFF CURVE= 90. TIME OF CONCENTRATION= .33 FOURS
:kTERNAL HYDROSRAPH TIME INCREMENT= .0440 HOURS
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEETI
2.09 29.31 ' "`''' (RUNOFF)
B�S_F_OW = ?.I' WATERSHED INCHES, 28.7I CFS—HRS, 2.37 AGRE—FEET; BPS'::' _ .n, �:FS
�tiOFF yuRVE= 76. TIME OF CONCENTRATION= .t L8 �CU�
.0958 HOURS
=EAR; i.:SCHARGE(CFS) PEAS` :_-EVAT70NIFEET;
r-;
r•r
77
n;.jrn T1 r':C_•�'� h it-r- ---T. -'_-- _ '__
_ - _ -.._ _ : �_�_._•l - e•>.r dt _ �Y J�sa , . v
--___--- ;- _ y ORC-.RAPN- G
r i
3' 11
_..:�,- ?? '�1n�=RS�'cD INCHES, 62.26 r- —RRS, 5.I5 ACRE—F=ETj P�,E_=_t.? _ CFS
_ ,�-- -
TL! vt ii
- _ ...- q r _ Mom. P.••- 1
" _.. .1_Ju c3=. .
t2.59 ---
,.� c- 2.59 ---
r.�rt ri +-1c_ka�_
a-:rYD n�J9APH �C, �
HOURS
no
r}
4r+"M1 a l+s� -
nt
5C'E n� .G3 04 .G5
--, i, a aV _
<<0 DiZ)u to .18 .19 .21 .23 .
-, *S^�►c 36 .38 .41 .44 .16 a4
'?r{ Of, DISG!8
l� ,61 .63 .67 .71 .r _
�:SGi?fi1.44 59 1.79 2.00 2.28
j DISCH6 32,57 42.21 42.31 39.74 38.65 39.24 3 6G 36.= 4 33,63
13,G? DISCH6 3�.07 30.44 28.66 2b,82 24.87 2::.87 2 ,7? :4,LS ,5': .6.51
14,00 DISCH6 15.36 14,35 13.41 12.56 11.78 11,06 1G,41 y.S1 7.16 =?8
;5.trn DISGH6 8.36 7.99 7.66
7.38 7.09 6,E1 6.56 6.35
16.00 DISCH6 5.83 5.70 5.59 5.49 5.41 5.34 5.25 5,.4 5,G2 4.91
17,00 DISCNfi 4.81 4.73 4.65 4.58 4.52 4.47 4.43 4,31 4.34 4.28
5,0:7 D:SCH6 4.16 4.09 4.01 3.94 3.El ?=5= 3,75
'9.00 DISCH6 3.57 3.54 3.51 3.49 3.47 3.46 3.44 3.43 '.42 3.37
20.00 DISCH6 3.30 3.23 3.16 3.10 3.04 2.98 2.93 2.88 2,84 2.8t�
21aJG DISCH6 2.7� 2.73 2.71 2.68 2.66 2.65 2,b3 2.62 2,62 2.61
22,00 DISCH6 2.60 2.60 2.59' 2.59 2.59 2.59 2,58 2,58 2.58 2.58
DISCHS 2.58 2.58 2.58 2.58 2.58 2.59 2.5
23OD 9 2.59 2.55 2.54
!L r: rg 2.47 2.37 2.19 1.98 1.79 ,51 ',�3 ',26 '.,1± ,97
D:S..r!fi n
,S4 .73 63 .53 a45 .'`
_ D?SCHG .16 .14 .12 .09 .•_ ,_ , 4
r• r}a
,03 .02 .02 .02
.03 .�.
-- �i5UP6 .01 .00
AnGig= °4SEFi dW = 1.:3 iA'cRSHED iNC4�ES; 1.8.G� u=5--.=�,
kwn :+ rtn �t'T/1'lU�C �NI:•t=F=^ ��i ~`ASS
-�� �i,jlvMit T i J v t>r-'-L
r_vyy-•..-T�•T' 7• Ail
YYnT'�TIO15
_V:. J_7-�. .j__ L _. 4v _ _ J_J YLIT Ll MfiVL 1 f� a.J - {/i! _ -
RAIN vG.�ttI A
K T'Y - a.Tr1 i�?� T11�,� L'f- A'`
\A
V Jt• I '1
a�_* --�` •�;CC-ar�E:r _ -CURS
AR_A_ Y ,� r,=_- -_____ r_ ;�c= 70. TIME OF COhCENTRrA"W .67 HOURS
_\
-its
�:SCHARSE(ne) PEAK ELEVAT:CNiFEET)
(RUNOFF)
Ri1�iOFF VOA;i�!E AB'�VE FfiS=F_�i - :,v9 kATtr�=HOD :NCAES, 24.95 CFS-'(IRS, 2.06 ACRE-FEET; bASEFLO _ ,00 rFS
OPERATION RUNOFF CROSS Scu;DN 1,
OUTPUT HYDRi:GRAP-i= 2
AREA= ,O5 Sg MI ; Pam' RUNOFF CURVE= 73, TIME OF CONCENTRATION= .83 HOURS
1NiERNA►. HYDROGRAPH T!1 E :NCREt,EN-o= .0922 HOURS
PEAK ;�ME(,ia5) ycAr; D10UHARSE(CFS) PEAK ELEVATION(FEET)
i2.42 41.94 (RUNOFF)
23.67 1.52 (RUNOFF)
RUNOFF VOLUME ABOVE BASEF OW = 2.12 WATERSHED INCHES, 72.52 CFS-HRS, 5.99 ACRE.4EET;' BASEFLOM = .00 CFS
ny__, n- -
.A'1'�ti _i'�iOr- t�� �cO�n
�JLITPUT
H rR= ,.�^ S �+; =_- -_R��-- CUIRVE= 76. TTM: OF CONCENTRATION= 1.58 HOURS
0958
PEAK E;EVATION(FEET)
.n rL•. ' ir,LB (RUNOFF)
^�_': ;'f f� J��-�{AS, 9.49 ACRE 'cET; SE 1 Lr.77
--
37 J7 uFS-'•HRS, 8.06 ACRE-FEET; 1ASEF:OW
B'20 Xc_2' 07-115-83 S t•, _ -- -- - 4_e tt ld 1 �.
`%.- �Jn-_ - - •-
�r
a ' `-R -_CVAi 1CNtFa._T1
7 7
-- - - --+- - -Y ' _ iri y '1-:�* -AC: A--L
i'r 6 cia rr�
1 +- __ - i
6 1 f_ .._ C.C S
i1. 0 DIS�r; 4.83 5.96 7.11 i__ _'
4_2. .f DiSC": r - -. y_ 85 t.•_C 63,90 r•..�i 7E,±•u .7C
13.00 DISCS y..i' �. , 5t ..' ',.�r 41.39 ? . 5 34.6_ 3.,8`
1,1 L.t r, r\i t4 r-r n: R
14.00 DISC-6 . - _ ,__ �_._t __.,6 0.5 1 .2,. 19.��5 1_6.99 1E.4L
r t„ s. �' - .� :. cr - 1•� t t 5 +! '1 if� a 1•+t
15.00 DiS H6 l�. _ 1-_,a. .�.� �.:� ? .6.� -IL 2 .'Je V• IJ
16.00 DISCHG 9.63 9:49 9.32 9.17 9.03 8.88 8.71 8.52
17.00 DIS"H" ^.'i =..5 7'.�y -,85 7.74 7.63 7.54 1.46 7.39 1.31
6.218.00 DISCHG 6.9� . . . 6.13
19.00 DISCHG 6.;:6 5.�� `.95 5.90 5.86 5.83 5.81 5.79 5.77 5.73
20.00 DISCHG 5.67 5.5S 5.46 5.33 5.21 5.09 4.99 4.89 4.81 4.74
21.00 DISCHG t.67 4.51_ 4.55 4.52' 4.48 4.45 4.43 4.41 4.39 4.38
22.00 DISCH6 4.37 4.36 4.35 4.35 4.34 4.34 4.33 4.33 4.33 4.33
23.00 DISCH6 4.33 4.33 4.33 4.33 4.33 4.33 4i33 4.33 4.32 4.30
24.00 DISCH6 4.25 4.14 3.96 3.70 3.37 3.02 2.67 2.34 2.03 1.76
25.00 DISCH6 1.52 :.-3i 1.:2 .95 .80 .67 .57 .48 .41 .35
26.00 DISCH6 .30 .1. .21 .18 .15 .13 .11 .10 .08 .07
27.00 DISCH6 .06 .05 .04 .04 .03 .03 .02 .02 .02 .01
28.00 DISCH6 i .01 .01 .01 .00
RUNOFF VOLUME ABOVE HASEFL5 = 2.21 N4r=RSA7_D XIIHE5, 212.26 CFS-HRS, 17.54 ACRE-FEET; BASEFLOW = .00 CFS
OPERATION RUNOFF CROSS
i[T'J ntnnr q.4-
U.
RYL�- •^� ,, �' °' _ j4,n-- a�_ J.V_ 1hT10N- .33 HOURS
_- -_ -1; -CA,- EVATIOIINI-T)
c�Lc
4.03 ACREE rEET; BAS LOW - ■K vFJ
-h-
r - -•
-_ -..'- ICY i.!
RS
--n n---. __.-_r -r p FEi.
ATI
TI
- _- iRJNOFF)
-L J, '_`-S9 :5ac0 SROW4 CASTLE 67 408
Z. r t -
_ -- O'_piL �f-'LCV: SA:c-=O = 3.691 WATERSHED INCHES, 126.10 CFS-�R5, ' .tG� - -_- c'O:F__'�
--_= WN'7F CROSS SECTION 6
-• rtn �{t r `U RUNOFF
r r.•w.:.� _, T: r n CE STD�++^--• - i __ ^-
,terl�.4T �i.i lR LtrF :.!�ltYt= i6t ia�E O~ �a��'vr�:=l t�..� - _,
`�
_Z-�A_ `.:ti.,'.-' ;:Yr _N;.n_MENT= .0958 HOURS
P_n T E';i�Rv) SEAK DISCHARGE{CFS) PERT ELEVA"iO�i(rE:-)
42.48
= MOVE BASEF:GW = 2 37 WATERSHED INCHES, 114.79 CFS-tfRS, 9,49 A�F--==_-; E; SEFLC - ar:j
OO:,A710N ADDHYD CROSS SECTION 6
'INPUT HYDR08RAPHS= 1,2 OUTPUT HYDROGRAPH= 4
PEAK TIME(HRS) PEAK DISCHARBE(CFS) PEAK ELEVATION(FEET)
12.09 174.38 (NULL)
23.65 2.63 (NULL)
RUNOFF VOLUME ABOVE BASEFLOM = 3.69 OATERSHED INCHES, 174.87 CFS-HRS, 14.45 ACRE-FEET; BASEFLOW = .00 CF5
OPERATION ADDHYD CROSS SECTION 6
INPUT HYDROGRAPHS< 3,4 OUTPUT HYDRO6RAPH= 6
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATIGN(FEET)
12.10 185.18 (NULL)
23.65 4.99 (NUL-)
FIRST HYDROGRRPH POINT = ,00 HOURS TIME INCREMENT = .10 HGdR13
^ A;`-�
00 sISOHS ,00 .01 .04 .08 .12 .17 2; ,26
5,00 lul ISCHG .39 .43 .47 .51 .55 .59 .53 E�
'.00 O.S�'r,5 ,r8 .93 193 1.04 1.12 LIli 7 ','r ..,�
DTSCHS 1.44 1,48 1.52 1.57 i.b1 1.65
`. i� _
�.9'_ 06 2.23 2.42 < +77
3,14 3.25 ',45 3.66 3.82 ,
,0ry 2 -
":SOS 4.97 -5.16 5.4` 5.78 6.24 c�.C+ "-�i -._.c -
. n•�n.�n ra 1^ {+5 a4 C 92 i7,h7
_ ,•1: J:Jv�'_' li lir lc 13, '81 11 6 15. _
n - yn•�r _ C .n .�3a 03 019 �..214f- 7' ri7
r u...�• 60 1-3 57,7L .��:z 5 4:a QC 47.88
27.7: 2S.S3 24,23 22.70 ?:._ - - -
�:' 15._y 1'F.�4 14.1,� 13,74 = <..
n_ A 7
,i,. ♦_t:s
J a
8.9, fi.81 S,'? 8.65
7.80 7.5124 7.39 '.29 7,21
:3101.) D.SC;_S b.82 b.77 6.72 6.68 6.64 6.62
n r+, �� wrnn•rn (_t C C _ "TFo C _01t 9 .5 5.5 ..
-_
-ff-58 '�-mo BROWN SAS 1 E S7 408
..� J.12 5.OB 5. �a - -
_ 4.94 4.7? 4.92 4.91 4.91
4.6? 4.S9 4.99 4,S
�:; -7 n
.��! f 9 '-� .. 7.38 ?.�6 y.
;.30 00 .86 .74
.0'
_try "Y _L44E ABOVE BASEFLDW = 3.02 WATERSHED INCHES, 289.66 CF5-HRu; 23.?4 A_RE--_E-, r=i=-_= - =r=
;;_.3 077 CROSS SEA ON
OUTPUT HYDROGRAPH= I
AREA= .05 SO MI INPUT RUNOFF CURVE= 73. TINE OF CONCENTRAT GN= .6-1 z:n_rc
•-A'TERNAE. HYDROGRAPH TIME INCREMENT= .0922 HOURS
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVAI'L (FEET)
12.42 41.94 (RUNOFF)
23.67 1.52 (RUNOFF)
RUNOFF VOLUME ABOVE BASEFLOW = 2.12 WATERSHED INCHES, 72.52 CFS-HRS, 5.99 ACRE-FEET; EASEFLG�
OPERATION RUNOFF CROSS SECTION 8
OUTPUT HYDROGRAPH= 2
AREA= .02 SO INPUT RUNOFF CURVE= 90. TIME OF CONCENTRATION= .33 HOURS
INTERNAL HYDR06RAPH TIME`INCRtNbft='-'.o o lomS -
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.09 48.64 (RUNOFF)
VOLUME ABOVE BASEFLOW = 3.69 WATERSHED INCHES, 48.77 CFS-HRS, 4.03 AC-2-FEE-
CROSS SECTION 9
4OJTPUT HYDROGRAPH= 3
Azca= .08 S5 Mi IN°i,T RUNOFF CURVE= 76. TTME 0=
0959 HGjRS
.`�y 'TYt(!�RS, PEAK DISCHARBE(CzS)
�4.48 =
as''V `�+.'_"_fib = "AiFR34ED iNCHES, i_�a�7
.Litz
OUTPUT YYDROGRAPH= I
12.14 74.29
23.66 2.25
- ►c�v XE 07-`5-68 1.v;2; 1DA i ?ASS 4
Rj`vJ-r 'V-CL'ii+` ,A1atU.V BASEFLN _ 02 AC 'CLT; BASE'7-OW = .;10 US
,_s��t~.nYtry• rn��.�,R .�y�` �..n...r,+. n
��qI T�IIk,•l�F�es ! r•' .�_ _ .. - - --T��i •-'�-t
r-
:•_,6
T!MENRS) FIRST HYDR RAP LC;°RE HOURS DBANA6E AREA = .15 SQ.MI.
4.00 DISCHB ,oo ��= = �-' .��5 ,06 .07 .OS .10
5.00 DI .11 .12 .,3 .:L ,.7 .18 .19 .20 .21
6.00 DISCH6 .22 73 .35 ,36 ,38 .39
7.00 DISCH6 .40 .41 .43 .44 .41 .46 .47 .48 .49 .50
8.00 DISCH6 .51 .`3 .57 .�2 .6S .77 .78 .81 .84 .86
9.00 DISCHS .88 .92 .98 ..0;. _.11 1.16 1.23 1.33 1.45 1.57
10.00 DISCH6 1.68 1.80 1.97 2.15 2.39 2.66 2.97 3.36 3.78 4.25
11.00 DISCH6 4.79 5.35 6.00 6.70 7.53 5,60 11.22 17.42 26.13 42.11
12.00 DISCH6 65.52 83.93 86.69 84.56 63.82 83.21 81.56 76.56 74.74 70.93
13.00 DISCH6 67.09 63.13 58.96 54.70 50,31 45,88 41.76 38.13 35.00 32.26
14.00 DISCH6 29.85 27.72 25.78 24.01 22.40 20,94 19.63 19.42 17.33 16.37
15.00 DISCH6 15.53 14,78 14.13 13.56 13. ij :2,47 11.99 11.56 11.18 10.85
16.00 DISCH6 10.55 10.29 10.07 9.88 9.72 9.57 9.41 9.20 8.98 8.78
17.00 DISCHS 8.60 8.43 8.29 8.16 8.35 7.95 7.86 7.79 7.71 7.59
18.00 DISCH6 7.4.E 7.27 7.13 6.99 6.67 6.75 6.64 6.54 6.46 6.38
19'.00 DISCHS 6.31 L.25 6.20 6.16 6.12 6.09 6.06 6.04 6.02 5.94
20.00 DISCH6 5.82 5.69 5.57 5.46 5,35 5.2.; 5.15 5.06 4.99 4.91
21.00 DISCHS 4.85 4.80 4,7;; 4,70 ,67 4.64 4.61 4,59 4,58 4.56
22.00 DISCH6 4.55 4.54 4..ti3 4.53 �.52 4,5L 4.51 4.51 4.51 4.51
23.00 DISCH6 4.51 4.E1 4,51, 4.51 4.51 4.50 4.44
24.00 DISCHS 4.32 t,:4 ?.5; '.17 54 2.24 1.96 1.71
25.00 DISCHS 1.19 .1'1�7 `_,.^ 94 =" ,6- .57 .48 .41 ,35
26.00 DISCHn .30 .:5 ,_S ,:? ,:1 .10 .08 .07
27.00 DISCHS , 6 02 .02 .01
28.00 3-cryG
Vi: CP�E AECVE BASE L _ �_wc, �''�-. �� : L�_ -,_ _--=_ I-f ACHE-FEE'; BACULOi = .00 C�=S
�,
X�CtiT:v= ";4' '3'_ D?Efi�'iGti = "'_',�= ,�Y= _--,►� -Y= _ __ ,= SECLSD ID
11A�• _ t! }. � 1L:{.•
r' n v
r r a.u.+ Y_ .J ..... :l�ri "�•° - __ - _ ..- - RECORD iY
*,--"-A L AT -11 - fl t:T ,TLe s-.T,_ •z
='
1:tr._ ,U� ��':�• _ _ _ _ 1_ „_ .,.� �,.- ,67 HOURS
°cA-K TI!"E RS,
RUNOFF VOLUME ABOVE BASEF3Ow = ?5 A; _=S-FRS, 3.24 ACRE-FEET; BASEFLOW = .00 CFS
OPERATION RUNOFF CROSS SECTION 2
OUTPUT HYDROGRAPH= 2
AREA= .05 SO .1I INPUT RUNOFF C�R�'E= 73, ;;?{E OF CONCENTRATION= .83 HOURS
INTERNAL HYDROGRAPH TT.ME 'NCREt;=N-= .u9L2 =L1SS
PEAK TIME(HRS) PEAT. DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.41 65.32 (RUNOFF)
23.67 2.12 ;RUNOFF)
RUNOFF VOLUME ABOVE BASEFLOM = 3.25 WATERSHED INCHES, 111.11 CFS-HRS, 9.18 ACRE-FEET; � BASEFLOY = .00 CFS
OPERATION RUNOFF CIROSS SECTION ?
OUTPUT HYDROGRAPH= 3
AREA= .()8 Sx MT :N= ' -.v"�G=F G'}�"vt= 7�, :"= z CONCENTRATION= 1.58 HOURS
jNT7_Rk`"2_ FYDRC`ERfi .0956 CURS
2.7_ r
} �!n _ -- l;-_ --_ rr -_ r { { ,,,J*r_��yr. (�/� -r (}(
l'!Iv -�_iK -+�_� a ���. J AvR E: L7h.�.�r,UK - ail lj
r� �•h �.
,_ ti - °••-- - ✓iJYC ^.��._vR4 _ _. �+ - �._ii _��:, ..E,:4 _-v-:IRS
A11 -�EET; BA `_Q�4 - ■v'} ;J
OPERATION AuyHYD CROSS SETT:-
TAZ" kt1 8 s5:20 BROWN CASTLE ?ASS 5
v`^ :iNJ+�traaF(A`uv- 1�; L
t r -'� .
'?3.66 :03
-�1_�•.-� ':rR5 YrCR t BKA-rrH POINT - r1 , ea:•1 -'}:� 'Y n=-1- - - - - -- - j_rf• - _ nn
II�� - - jjyy}}
n.
aJJ .
r
.04 05
0.00 DISCH6 ,119 .71 au ,97
0 tt. -� to 22 a 2.b6 �+
s sir La _ ?, -�7
4-vo DISCH6 5.84 6.5z5 7.35 8,26 L_ _` u� 22 7-2 34,.27
12,00 DiSCHG 53.44 77.81 102.2C 120.66 13146 :'�.': '��.45 � 3a�; 115,47 :08.83
:3.v D;5Cr6 10t,48 95.26 88.3E 8.,37 7IF J e;.-_ �,,�� ;,;�.5 5�'.77 4b.59
14.00 DISCH6 42.92 39.69 36.76 34.13 31.76 v 2Z.97
15.00 DISCH6 21.68 20.55 19.56 18.70 17.94 :�.2 ha _Sa44 1=v.ti7 14.86
16.00 DiSCHG 14.42 14.03 13.70 13.42 13a17 33 ._L :2.5- 28
17.00 DISCH6 11.74 11.48 11.25 11.05 i0.88 10.74 :0.6: 1I, . 10.?9 10.L7
18.00 DISCH6 10.12 9.94 9.74 9.53 9.33 4,15 5.98 8.u4 8.71 8.60
19.00 DISCH6 8.50 8.41 9.33 8.27 8.22 8.1. a..; 6.06 8.03
20.00 DISCH6 7.94 7.80 7.64 7.46 7.28 7.11 6.97 6.84 6.72 6.62
21.00 DISCH6 6.52 6.44 6.37 6.31 6.26 6.22 6.19 6.16 6.13 6.11
22.00 DISCH6 6.10 6.08 6.07 6.06 6.05 6.05 6.04 6.04 6.04 6.03
23.00 DISCH6 6.03 6.03 6.03 6.03 6.03 6.03 6.03 6.03 6,>,L 5.99
24.00 DISCH6 5.92 5.76 5.51 5.14 4.69 4.19 3.70 3.24 2.81 2.44
25.00 DISCH6 2.11 1.81 1.55 1.31 1.11 .94 .79 .67 .56 .48
26.00 DISCH6 .41; .35_ .30 .25 .21 .18 .15 .13 .11 .10
27,00 DISCHS .09 • .07 .06 .05 .04 .04 .03 .03 .02 .02
28.00 DISCH6 .01 .01 .01 .01 .01 .y0
cf't.,*c Vni►ME ABOVE BASEFLOY = 3.36 WATERSHED INCHES, 322.cg CF_-sRS, �E_b3 �.�►�=-= -; BfiS=r_uw = a0v CAS
OPERATION RUNOFF CROSS SECTION 4
'TPUT HYDROGRAPH= 1
AREA= .02 H MI INPUT RUNOFF CJRVE= 90, TM- ryF CCU - --�"_ 7- 4--:Ls
'k-ERIVAL HYDROSRAPH TIME INCREMENT= .0440 HOU=S
H AK T:14_(HRS) �'EAK DISCHARGE(CF5)
12.09 65a44
ABOVE A•EFLOW - 5.�14 WA _'t. _1t r. IN.;:ES; 6.b,7 _Lt--- _ -- --=-`==
uRCSS SECTION 5
n; T 4YDROGRAPH= 2
_o, i Ml INPUT RUNUF CURVE= 90.
:'-rF1�Al HYDROtikpPH TIM- I1VCRcMEN7= ,10440 HOURS
PROWk CASTLE 97 408 :
-_-. - PEAK DISCHARGE NYS) A. ELEV
16919
- - - -- - -- ter., _ - r •-� ter. �j �� -- cc -- -- - •--- ---- - --- -
^"t;cc SECTION 6
CrTii' T 1 ► }n T !' !� i IT` Tin • - -
=,_�= Mi � - i RUNOFF CURVE= 76. Tl�"c OF CONCEN. ,A' -CN= _[f_ . -c
-==;'0_ �-Y:-RIBAPH TIME INCREMENT= .0958 HOUR^
PEAK DISCHARGE(CFS) TEAK E EVAT-N(,_=T
i-.93 64.42
�S^VE 'ASEFi.OW = 3.55 WATERSHED INCHES, 171.98 CFS-HRS, 14,"1
ADDHYD CROSS SECTION 6
INPUT HYDROGRAPHS= 1,2 OUTPUT HYDR06RAPH= 4
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.09 234.64 (NULL)
16.45 6.85' (NULL)
17.65 5.71 (NULL)
19.65 4.58, (NULL)
23.65 ' 3.44 (NULL)
A OtiE BASEFLOW = 5.04 WATERSHED INCHES, 239.29 CF5-NRS, 1-9.78 ACRE-BEET; OW = no "FS
aC^HYO CROSS SECTION 6
- �SY��OtRa°uS= 3,e OUTPUT HYDROGRAPH= 6
y H '+-t o-•�, PEAK DISCHARGE(CrS) PEAK ti�vAT'IMN r 7
252.72
'`O^JJh,A?�y �'O<i�' - [00 NOUK� TIP'; :N'R'jlcNT
_ J - _
4� t� 60 67 - - --
1-26
tib 1.64 1.91 1.99 2.1?
i.66 2[7i 1,76 -
5 3.20 3.�5 3,73 4L.!�5 4. : L.
- _ - y'Q J cJ nn t IL --
--_ _f.27 18.10 12C 36 22 05 4 « 26
� r. . � ..i ..�,�±
'7-7 ! 252.63 209.40 '57.03 118.92 103.v4 ;,•'_ 74[7'
_ - 7167 83,90 75'.40 74,44 69.07 67,4-1
TIF9 07-;5-88 415:20 BRC�N CASTLE 67 409 JOB PASS 5
=, V 'C 9183;.2)
r r�
DI ilil 42,0- Hai'. � .ui 1341 all ._~=t:� _ s _: _ y.v_7i i•.r7^c'
UFi[J�C(!�1 22.�1 74,rLg LO.�y f■9.i
DISC'r�.0 iNi r'U a�a\yJ a {-r a. {r F5 '� �}
a V 2,2?6 ,.tea Vs 1_s9 4 _- -- -- _ _ -- • 3
=,€}C C.SC'=46 '�J,55 1„�� ua,?G °,EF =,3r 9 ►8
a
n' - - - - - ''
- - :t09
._'ra k a•r76r� _16 7.85 i.68 �a�1 ',�~
.00 C_SC431 ?_�?�. 6.S5 6.39 6.il4 , 4.66
?100 D:5CN6 6.64 6t63 6,61 6,60 =. -- -- :_�v , 7 6t57
73.00 DISCH6 6,57 6.57 6,56 6,`6 t=c` :--- e,44 i,auu 6.53 6.31
24.;1J U.SCH6 5,9 5t41 4.58 3t77 23 2.00
?`=00 DISCH6 1.79 i.57 :.37
21 00 DISCH6 .40 .34 .29 .25
27.00 DISCH6 .08 .07 .06 .Jj ,U4
28.00 DISCH6 .01 .01 .01 .01 ,'�%,
RUhGFF VOLUME ABOVE BASEFLOW 4.29 WATERSHED INCHES, 411.27 v"S-'r S BASEFi_u _ .00 ;FS
OPERATION RUNOFF CROSS SECTION 7
OUTPUT HYDR06RAPH= 1
AREA= .05 SO MI INPUT RUNOFF CURVE= 73. TIME OF C.CNCERTRATION= .83 HOURS
INTERNAL HYDR06RAPH TIME INCREMENT= .0922 HOURS
PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET)
12.41 65.32 (RUNOFF)
23.67 2.12 (RUNOFF)
RUNOFF VOLUME ABOVE BASEFLOW = 3.25 WATERSHED INCHES, 111.11 CFS-HRS, 9.18 ACRE-FEET; BASEFLOW = .00 CFS
+FZ4ATION RUNOFF CROSS SECTION B
OUTPUT HYDR06RAPH= 2
AREA= .02 SO MI INPUT RUNOFF CURVE= 90. TIME _,c L-^NC_NTu rN= _ 3 HOURS
INTERNAL HYDR06RAPH TIME INCREMENT= .0440 HOURS
PEAK TIME(HRS) PEAK DISCHAR6E(CPS) ,T=O`.(=_=-;
12,09 6515.44
R_ttiO } VOLUME ABODE BASEFLOW = 5.04 WATERSHED INC�ES; 66,7E _ _-tirtS: Sr-Er'1 = 'Go CFS
CROSS SECTION 9
C!.TPUT HYDROGRAPq= 3
AREA .08 SO MI INPUT RUNOFF CURVE= 76.
:k-= NA- !Y R 6 L{IC E INCREMENT- .0?58
PE! TIME(HRS) PEA)': DISCHARGE(CYS),
12.93 64.42
RUNOFF VOLUME ABOVE BASEFLOW = 3.55 WATERSHED INCHES, 17i.9B CFS-FRS, i GSEFLOW = .00 CFS
,.,r: - T7 srC Jl i PASS r
'^2l' �EG n7-15-88 15;20 ��,O�x; _-� �_t : uuP J
_„ ._,C t�y,63
4;i l•
BOSS
INPUT HYuR75RAP=S= A 2 "--P
12,I5
23,66
RUNOFF VOLUME ABOVE BASEFinW = 3.75 WATERSHEr :�:,=��, _-_--=�, ,L, --_E-; iASEr=OW = .00 CH
OPERATION ADDHYD CROSS SEC-ION 9
INPUT HYDROSRAPHS= 314 filfiJITIPri HYBaO R`P•,=
PEAK TIME(HRS) PEAK DiSCA 11�G�L�J1 ;` `_�yF-F�; ;rEEs
12.23 .29155
23.65 6.21 ;N.
TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS -i E iNC;;= E°dT = .10 WOURS DRAINHE AREA = .15 SQ.MI.
3.00 DISCH6. .00 .00 .00 .00 .C: 1t12 .04 .05 .06 .08
4.00 DISCH6,, .10 .13 .15 .i7 .19 ,21 .22 .24 .26 .27
5.00 DISCH6 .29 .31 .32 .34 .35 .37 .38 .39 .41 .42
6.00 DISCH6 .43 .46 .51 .56 .%j .62 .64 .66 .68 .69
7.00 DISCOS .71 .73 .74 .76 .77 .78 .80 .82 .84 .86
8.00 DISCH6 .89 .93 1.01 1.12 1.23 1.37 1.50 1.61 1.73 1.84
9.00 DISCH6 1.9# 2.11 2.30 2.50 2.69 2.87 3.06 3.30 3.55 3.79
10.00 DISCH6" ' 4.01' '4.25 4.54 4.85 5.23 5.69 6.19 6.82 7.50 8.27
11.00 DISCH6 9.14 10.06 11..0 12.23 13.55 15.21 19,14 28.20 40.93 63.85
12.00 DISCH6 97.06 123.64 129.24 127.83 j27r47 1"6.56 123.72 118.72 112.51 106.38
13.00 DISCH6 100.25 93.99 87.46 ao.rf jt,'-; 6'.33 6I,09 55.61 50,91 46.80
MOO DISCH6 43.19 40.01 37.10 3�.4° 32.'_t 9,95 28.M 26.24 24.65 23.24
15.00 DISCH6 22.00 20.91 19.96 19.12 :t,': 17.55 16.85 _6.24 15.69 15.20
16.00 DISCH6 14.77 14.40 14.08 !7-190 '.3,56 13.35 13.12 12.82 12.51 12.22
17.00 DISCH6 11.97 11.73 'i.v% `_1.3� -::: C=4 :�).91 1C,80 1��.69 :0.53
18.00 DISCH6 10.30 10.08 918y 9,7: 2
: ,_< 9.35 9: : 9,06 5.94 8.84
99.00 DISCHG 8.74 B,6S C.3S O`Ci U.L` 5,�: E.7a G.3� 3.32 6.21
20.00 DISCH6 8.05 7.87 �, .5= -:ems: ,:5 .L 6.99 6.88 6.79
L1.00 DISCHG 6.7C `'.62 6:34 6.31 G,L9
22.00 DISCHG 6.21 6.26 5,25 ". �`.. „1� ` n _
r, •+R r1+ L 1
bran 6,i 6..La Jrt
13.0//0 DIcS(C�(Hmu S.L. J.�: _ 4- :-_ 6,1
V�/ DialCkG J.9; _.'+ v:"7_ L -� _- -,�_ �z Ci _ ia'L L,:��
DISCHG
27,00 DIS 6 s'!a a+ :-� e`•i
218,00 DISCOS
�JNOF VOLUME AB0Jz dA3 17L0 - �r�v ?rR '�' ,�".- _- -- -;,�.. "v- - udw - .{)0 v=E
TR" 1 7- BRUN Sf LIE = _
;S = ��..___ ____--`_.: ,tin�•�^ ��`�- O%S NIPUTED FOR PASS -- -,
_ _r
i j.,�Wl�.�s •]� .tit !�a5)1�"'x :Y y'e
'yr4y' f•�f'PyyY.�'d-1 .ipp.' ...t_ -�' _ - i.}yy
AND EXE::TIVE CONTROL INS?RU7TIGNS IN THE ORDER FERFYr%� D
:tisi-;ARSE TIME AND RATE VS) VALUES INDICATES A FLAT Tru =YDi ,?`
PEEN. AS 7.r
-_--•-, __ }•ter_ _'l _ -- VA-i,; r'ili.�.�aTf.TL _!-}•. - -
___ ------------------------- RUNOFF ----------------------------
:N"CREM SHIN AMOUNT DURATION AM{GllIti? ELr-(V4710N
N'4 i Ri 'MR) (IN) ►t3 1 i�N) 1C11 i R i1 = -
P L T E RNA T_
YSCCT.n 2 10 .0 5.40 24.00 2.33 --- 12.31C}.5. -
u:r .t c
�+rr,tt.-i• i n,.•.r� = ecl .Q 5.4Q 24.QQ 2.59 �fL
XSEC H L RUNOFF � t '
XSEy [n 'r,N RUN0F� r,, 2 IQ Q 5 40 24.Q4 2.87 41 = ,�
_ lu .' nL!i4�: ,yi t --- .aa94 J.,.aJ
XS}C-ION 3 ADDNYD ,07 i T .:0 .0 5.40 24.00 2.52 --- !2.-is 70,4: v
XSEC _EN 3 AnuLLYD L .1.0 .0 5.40 24.00 2.70
�T t; i'-a
XSECTIGN 4 RUNOFF .02 2 2 .10 .0 5.40 24.00 4.27 --- 12.09 55.85 2724a6
XSECTIGN J RUNOFF .05 2 .10 .0 5.40 24.00 4.27 --- 12.09 144.4i
XSECTIGN 6 RUNOFF .08 2 2 .10 .0 5.40 24.00 2.87 --- 12.94 51.75 689.'
XSECTIGN 6 ADDNYD .07 2 2 .10 .0 5.40 24.00 4.27 --- 12.09 20 .2b 2724.b
XSECTIGN 6 ADDNYD .15 2 2 .10 .0 5.40 24.00 3.56 --- 12.10 214.09 1441.7
XSECTIDN 7 RUNOFF .05 2 2 .10 .0 5.40 24.00 2.59 --- 12.41 51.77 97116.7
XSECTIGN 8 RUNOFF .02 2 2 .10 .0 5.40 24.00 4.27 --- 12.09 55.95 2724.6
XSECTIGN 9 RUNOFF ,018 2 2 .10 .0 5.40 24.00 2.87 --- 12.94 51.75 689.9
XSECTIGN' 9 ADDNYD .07 2 2 .10 ,0 5.4� 24.00 ` 3:Ob ___ 12.14 88.36 1202,2
XSECTIGN 9 ADD(�YD 2 2 .i0 .0 5.40 24.00 2.96 --- 12.22 104.73 '; `,?
ALTERNATE 1 S-IRM
kSECTToN I RUNOFF v2 f 2 .10 .0 6.90 24.00 3.53 --- 12.30 31.'9
�,.�.L,TiJ� 1 rR ''r a ..0 .0 6.90 24.00 3.84 --- 12,40 77.49
E .10 .0 6.90 24.00 4.17 --- 12.93 :;,74
X3EC-: 3 A.;;C Yu 2 = .10 .0 6.90 24.00 3.75 --- :.2.37
cRy _. .10 .0 6.90 24.00 3.96 --- 12.48 157.43 _''t;:
,0 6.90 24.00 5.73 3.81: 7
6.90 IL
24,00 5.73 --- i�,:}= '.-,.?� ?ti.-
-_ -. _ --- .0 6.90 24.00 4.17 --- f, w3 7=,7' -
_ 6.90 24.00 5.73 --- •� _ -_==
-;- _;, _,- - 1 ,•� 6.90 24.00 4.94
- - - - - .0 6,90 24.00 3.84 --- '2.� -
_-- 6.9t, 24.00 5.73 --- :2. -:. ...
6.90 24.00 4.17
_-� - = r ,_�.• a,90 24,00 4.37 ---
6.90 24.00 4.27
r:
-140 XFQ 07-15-88 15:20 BROWN CASTLE 87 408 JOB 1 SUMMARY
REV KC t9f33it2) PAW �L�
S.'4M`ARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTnvi :k5',UC7:? S ti - : _-:_- --;r= "=u
(A STAR(*) AFTER THE PEAK DISCHARGE TIME. AND RA-7-
A GUESTIC4 MARK 09 INDICATES A HYDRLSRAP. _�,�-
I:,_nra4"•i :j;ANllARD .lel-k ANTELm MATT1J�
t, :,ri= C0NTRn= DRA'NA6E fABL MIST T114 ------------------------- ti t --------------------------------------
�D 5FERATT•DN AREA 4 COND IN;REM BEE:N trAT" RATE
(SQ MI) (SIR) (HR) t'�:: �T?R ;. ) <HR ;CFS) (CSM)
ALTERNATE 1 STORM 2
XSECTION 1 RUNOFF .02 2 2 .10 .0 3,2:� 2a, 6,50 317.0
XSECTION 2 RUNOFF .OS 2 2 .10 .0 .2:! 24."0 ,9S --- _2.45 18.09 341.2
3
XSECTION 3 RUNOFF .08 2 2 .10 ,0 3,20 24.V 1.i5 --- '',00 19,62 261.6
XSECTION 3 ADDHYD .07 2 2 .10 .0 3.20 24.0! .94 24.33 331.0
XSECTION 3 ADDHYD .15 2 2 .10 .0 3.2! ��. :� `,�;` --- .2=Ec 37.00 '149.1
XSECTION 4 RUNOFF .02 2 2 .10 ,0 3.20 24.00 2,17 --- 12.09 29.31 1429.6
XSECTION 5 RUNOFF .05 2 2 .10 .0 3.20 24.00 2.17 --- 12.09 75.77 1429,6
XSECTION 6 RUNOFF .08 2 2 .10 .0 3.20 24.00 1,15 --- 13.00 19.62 261.6
XSECTION 6 ADDHYD .07 2 2 .10 .0 3.20 24,00 2.17 --- 12.09 105.08 1429.6
XSECTION 6 ADDHYD .15 2 2 .10 .0 3.20 24.00 1.66 --- 12.10 108.97 733.2
XSECTION 7 RUNOFF .05 2 2 .10 .0 3,20 24.00 .98 --- 12.45 18.08 341,2
XSECTION 8 RUNOFF .02 2 2 .10 .0 3.20 24.00 2.17 --- 12.09 29.31 1429.6
XSECTION 9.•RUNOFF .0k 2 2 .10 .0 3.20 24.00 1.15 --- 13.00' 19.62 261.6
XSECTION 0 dDftD .07 2 i, ' .10 .0 3.20 24.00 1.31 --- 12.13 38.95 528.6
XSECTION 9 ADDHYD .15 2 2 .10 .0 3.20 24.00 1.23 --- 12.15 42.59 286.8
ALTERNATE 1 STORM 10
XSECTION 1 RUNOFF .02 2 2 ,10 .0 4.80 24.00 `.Sy --- 12.32 16.36 798.0
XSECTION 2 RUNOFF .05 2 2 .10 .0 4.90 24.00 2,:? --- 2.42 41.94 791.3
XSECTION 3 RUNOFF .08 2 2 .10 .0 24.00 -7 --- i?,95 42.48 566.4
XSECTION 3 ADDHYD .07 2 2 .10 .0 4,V 2er0" 7,''5 --- _i.:y 57.62 783.9
XSECTION 3 ADDHYD .15 2 2 .10 ,w �.?!: 24,C! 2,': --- :31 65.33 574.6
XSECTION 4 RUNOFL .02 2 ? .10 ,f� c :4 3,-1 --- '=.r; c8.64 2372.5
XSECTION 5 RUNOFF ,05 2 2 ,?!'• ,c! a,F: 7F
l.0 4 IL �
XSECTION 6 RUNOFF .08 2 2• .10 .0 4 3-n 2t 2 -- --- :.2.9: 47.48 566.4
XSECT:QN 6 ADDHYD 07 2 Z .i0 0 2372.5
XS_^T-C'4 r RUNOFF � 2 0 ,�; a=� �� -• - _,4_
272,5
X ,:IN c RU.0L = c 22 .:0 _. _ .._ _ _ .. $.64 4-
AS=S'; 9 RJNOF- L 2,`: 2 ,10 2k,^: :,_
I3N
try-n-. T ., - r. - -- -� �7,n ,j%a
) :�::Dk 9 �i;il��'y,; ? -' �4°`' - - __.,� ,2.7 all .0
2 .i'v �- -- _. 06.7{) 48.�.
AA TEri'yATE STO `0
XSECTION 1 RUNOFF ,02 2 2 .10 10 6.20 24.0 2,36 --- :L.31 26.27 1261.6
XSECTION 2 RUNOFF .05 2 2 .10 .0 6.20 24.00 3.25 --- '_=.41 65.32 i232,5
XSECTION 3 RUNOFF .08 2 2 .10 .0 6.20 24.00 3, --- 12.9' 64.42 859.0
XSECTION 3 ADDHYD .07 2 2 .10 .0 6.20 24.00 3.17 --- 12.37 90.50 1231.3
XSECTION I- ADDHYD .15 2 2 .10 .0 6.20 24.00 3.36 --- 12.49 132.72 893.8
4
isC XEQQ 07-1:5`88 i5c20 BROWN CASTLE $7 408 RY
;i 1!A:,Y SELcC'ED RESU?'S uF STANDARD AND EXECUTIVE CONTr=_
(A STAR;*: AFTER THE FEAT. DISCHARGE TIME AND RATS v=�; v _;= _-_:_- = - "- -.�;
A :E TTON ?(fl54.(`'l INDICATtS A i'YD►OGRAPa WITH
Rc A 'iC MAt}'`-
--}l, _ � -_ - - .-_---_------_--.-------------
'i'� a�. i`ii �s�{�0: Lf t ew^}r r �y{t:r to TTur
I Il4_ LI.'<<.ailfl�� �AB..t ,1 ay 1 j'f�l�r -'_________________ __- _ _
:D G'E...L �V AREfl # CG D iNCREM BEG:'ti niMG�' _
(SD MI) (MR) ;HR? (.oq! 1-:-
ALTERNATE I STORM 50
%SECTION 4 RUNOFF .02 2 2 .10 ,0 b.2v4.:?? i,:� --- � 65.4a 3I�i3,?
XSECTION 5 RUNOFF .05 2 2 .10 .0 6.20 24,30 ,9 169,19 if 9-.
XSECTION 6 RUNOFF .08 2 2 .10 .0 6.20 24,`10 '.55 --- .2,93 64.42 859.0
XSECTION 6 ADDHYD .07 2 2 .10 .0 6,20 724.00 05. 234.64 ?:=2.3
XSECTION b ADDHYD ,15 2 2 .10 .0 6,20 24,roO211.0 252,'2
XSECTION 7 RUNOFF .05 2 2 .10 .0 6.20 24.00 3,25 --- :2.41 65.32 i232,5
XSECTION 8 RUNOFF .02 2 2 ,10 .0 6.20 24.00 "04 --- 12.09 65.44 3192,3
XSECTION 9 RUNOFF .08 2 2 .10 .0 6.20 24,00 3,55 --- :2.93 64.42 859.0
XSECTION 9 ADDHYD .07 2 2 .10 .0 6.20 24.00 3.75 --- 12.15 ia7.54 i463.I
%SECTION 9 ADDHYD .15 2 2 .10 .0 6.20 24.00 3.65 --- 12.223 129.55 672.4
JCL
wir - _ _ -
- % STRUCTURES FOR ?_ SINSIRMS, AND ALTERNATES
X�= -"f
....-
4�•CiS 0.50 6.27 31.47
n�n�ran r
AL t �1r • �� ,
:,74 �..;( G~ 2 77,49
ALTEnN.aTE 25.33 IIiS.2d 132.72 137,L3
XSEL'TION t f►?
ALTERNATE 1 29,31 12.64 55,85 65.44 73.80
XSECTIGN 5 ,J5
ALTERNATE 1 t�,77 125.74 144.41 169.19 190.79
XSECTIGN 6 .15
ALTERNATE 1 108=87 185,18 214.09 252.72 286.56
XSECTIGN 7 ,05
ALTERNATE 1 18.08 41.94 51.77 65.32 77.49` '
XSECTIGN S 2
ALTERNATE '29,7: 48.64 55.85 65.44 73.80
XSECTIGN 9 .4
AL'E4NA7E 42,59 86.70 104,73 129.55 151.93
f
SEA Consultants Inc. July 22, 1988
Engin ers/Architects
Principals
Arnold B.Goldstein,P.E.
Frederick G.Aufiero,P.E.
Robert M.Brandon,A.I.A. Mr. Michael J. Gantick, P.E.
Stephen H.Geribo,P.E. Director of Public Works
David T.Goodemote,P.E.
Bruce E.Soule,P.E. Town of South Windsor
Kenneth M.Stewart,P.E. 1540 Sullivan Avenue
Anthony J.Zuena,P.E. South Windsor, Connecticut 06074
Associates
Steven L.Bernstein,RE. Re: David A. Brown
Paul F.Gabri I,P.E.
Mark Gould,RE. Job No. 88126.38
Micha I S.Schultz,RE. Task Order No. 38
Arthur A.Spruch,P.E.
Paul C.Ross,PE. Dear Mr. Gantick:
As requested, S E A Consultants Inc. has reviewed the following for the
above referenced project:
Sheet No. Title Prepared By Date
1 Key Map Fuss & O'Neill 7-1988
2 Boundary Survey if 3-1988
3 Wetlands Map it 2-1988
4 Plot Plan It
4-1988
5 Erosion & Sedimen-
tation Control Plan it tv
6 Wetlands Creation &
Drainage Plan ff 6-1988
7 Topographic Map " 4-1988
8 Planting Plan It ft
9 Planting Details if ff
10 Utility & Paving
Details " f�
11 Erosion & Sedimenta-
tion Control Details " ff
485 Massachusetts Avenue Al Perspective ABS Architects 5-1988
Cambridge,MA 02139-4018
(617)497-7800 A2
Floor Plan it 9-1987
• Citicorp Park West
100 Foden Road A3 Exterior Elevations
South Portland,ME 04106-2319
(207)775-2281
850 Silas Deane Highway
Wethersfield,CT 06109-3412
(203)721-7993
SEA c nsultants Inc. Mr. Michael J. Gantick, P.E.
Engineers/Architects July 22, 1988
Page Two
This information was reviewed for conformance with S E A's comments
dated May 10, 1988, Planning Department's comments, and your comments
dated May 18, 1988. We note the following:
The plans appear to be in compliance with the comments contained within
the referenced letters and subdivision regulations.
If you have any questions, please do not hesitate to call me.
Very truly yours,
S E A Consultants Inc.
z�e�
James R. Bancroft, P. .
JRB:mp
'S. Appl. #88-33P, D. Brown Site Plan, northeast corner
Governors Highway and Nutmeg Road, I Zone (action 9/03) :
Andy Smith, Casle Corporation; David Brown; and Betsy Kaemmerlen,
Fuss & O'Neill repres nted the applicant. Mr. Smith reviewed
topography; site and lot configuration; the building's exterior
finishes and configuration; and parking. He said that the proposal
was for 2 single-story, multi-tenant buildings, one 21,600 sq. ft.
and the other 32,000 sq. feet. Each building, designed for 20%
office and 80% warehouse use, would accommodate ten tenants . Ms .
Kaemmerlen reviewed landscaping, noting that a substantial buffer
would remain along the north frontage at Nutmeg Road, and a natural
buffer along the north border.
Town Planner Marcia Banach provided the following report:
1. Site size is 38.6 acres, with no subdivision proposed at
this time. Two buildings are proposed; one of 21,600 sq.
ft and the other, 32,400 sq. feet. Building height is
18' . Before subdivision, impervious coverage is 9% .
2. Proposed entrance is from Nutmeg Road North. It appears
that provision is being made for a future access onto
Governor's Highway also; it is recommended that as few curb
cuts as possible be made onto Governor's Highway as future
development of this site occurs .
3 . Drainage and detention are primarily by use of swales .
This is a difficult site to drain, similar to Governor's
Square. Town staff do not encourage large-scale use of
swales for site drainage; these are a maintenance nightmare
because of trash collection and filling-in over the years,
standing water, and unsightliness . If swales are provid d,
an operations and maintenance plan will be required, with
deed restrictions requiring future owners to perform
necessary maintenance.
PLANNING AND ZONING COMMISSION 14 JULY 26, 1988
4 . Proposed parking is 108 spaces; 260 required under our
regulations . The Planning Dept. is not comfortable with
108 spaces, but will go along with it provided there is
space on reserve. It would be better to have additional
parking spaces from the reserve area on the east side of
the buildings rather than along Nutmeg Road North if
additional parking is ever constructed.
5 . There are regulated wetlands on the site. IWA/CC approval
has been granted with the following approval conditions:
1 . Three (3 ) blueprint copies of the approved map with all
modifications be submitted to the IWA/CC within 65 days for
review prior to any construction activity on the site.
2 . Construction activities shall be subject to the approval of
the Town Engineer.
3 . The application shall indemnify and hold harmless the Town
of South Windsor against any liability which might result
from the proposed operation or use.
4 . We recommend a bond in the amount of $10, 000. to be
submitted to Planning and Zoning Commission to ensure
compliance with the Erosion and Sedimentation Control
Measures .
5 . The permit is valid for one year and shall expire on June
27, 1989 .
6 . All approvals required .must be obtained and submitted prior
to any activity on the site.
7 . A consultant with experience in the creation of wetlands
must be contacted to come up with a program for the
wetlands creation. A written plan must be submitted with
specifics on how they plan to establish the new wetlands .
No building permit will be allowed until the plans are
submitted to IWA/CC.
8 . Modifications to the plans to show maximum 4 :1 slopes,
stockpile location, limits of construction, buffering of
neighbors, siltation basins, extend anti-tracking apron to
existing pavement and resolve the conflict between the
construction schedule and the E & S control. notes.
9 . Item 3 in the E & S control notes to be adjusted to 30 days
or as directed.
10. Significant or specimen trees should be located along NF
Albert J. Schneider and methods of their preservation
should be shown.
PLANNING AND ZONING COMMISSION 15 JULY 26, 1988
11 . Dust protection should be addressed on the plan.
12. The effect on the ground water table should be addressed,
up and downstream.
6 . Public water and sewer are available. The Superintendent
of Pollution Control has indicated that if use of the
buildings now or in the future should involve the discharge
of industrial process wastewater to sewers or flows of 5000
gal. per day, a DEP discharge permit is required.
7 . A copy of the master concept presented to IWA/CC is
available.
8. This area where the building is presently proposed is
surrounded by I-zoned land. A buffer will be required
along the east property in the future. The applicant would
be well-advised to look at the buffer requirements now to
do any supplemental planting which might be required along
that east boundary -- it's less expensive to plant smaller
trees now than larger trees in the future.
9 . The site is partially wooded. The landscaping plan shows a
good number of trees to augment the site, plus extensive
use of planting beds in front of the buildings . No
landscaping is proposed along the east side of the site --
apparently taking into account that future uses in that
area are unknown.
10 . Note that loading areas between sites are screened by 8 '-8"
walls at both ends of the buildings .
11 . There is one Engineering Department question: why is
riprap shown on only one bend of three for the swale?
All Planning Dept. and Engineering Dept. modifications requested
have been incorporated into the plans .
During the ensuing Commission discussions, questions were asked and
concerns expressed regarding time of subdivision of the corner lot,
phasing, retention of existing buffers, and drainage.
Mrs . Evans made a motion to approve the application subject to the
following modifications:
1 . Prior to commencement of any site work, a meeting must be
held with Town Staff .
2 . No building permits will be issued until the final mylars
have been filed in the Town Clerk' s Office.
3 . This application is subject to the conditions of approval
of the Inland Wetlands Agency/Conservation Commission.
PLANNING AND ZONING COMMISSION 16 JULY 26, 1988
4 . An as-built plan is required prior to issuance of a
Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning
Regulations .
5 . A landscape bond in the amount of $ 7,000 is required and
must be submitted prior to filing of mylars .
6 . All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South
Windsor.
7 . Operation and Maintenance Plan is required as part of deed
for upkeep of swale. Copy of Operation and Maintenance
Plan must be submitted to the Town Engineer for review.
8 . Riprap is needed at all bends of swale.
9 . Remove reserve parking area along Nutmeg Road North.
10. Plot plan should reflect 50, buffer along east boundary.
Black and white transparent mylars of Sheets #2 and 4 with the above
modifications, together with three blueprint copies of the entire
set of plans, must be submitted to this Commission within 30 days to
be stamped and signed. The letters of approval of this Commission,
as well as the Inland Wetlands Agency/Conservation Commission, must
be reproduced on the mylars .
After the mylars have been signed by the Commission, they will be
returned to you for filing in the Office of the Town Clerk within 90
days . After filing these plans, a copy of the receipt must be
submitted to the Planning Department.
Mr. Castro seconded Mrs . Evans's motion with the above
modifications . More discussion followed, during which Mr. Hart
observed that the nature of the proposed buildings might make it
difficult to control future uses actually requiring DEP discharge
permits . Mrs. Rossi questioned the amount of the landscape bond,
noting that the size of this project seemed to warrant requiring a
larger bond.
Mrs . Rossi made a motion to amend Mrs. Evans's motion to reflect a
$7000 landscape bond requirement rather than $5000, which was
seconded by Mr. Castro and passed unanimously.
The Commission then voted on the original motion with the amendment,
which carried unanimously.
9 . Set and/or reduce bonds .
Mrs. Montana made a motion to set and/or reduce bonds as indicated
on Memorandum dated July 26, 1988 (attachment A) . Mrs . Evans
seconded, and the motion carried unanimously.
O �
C U
.1 r
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
IsoR.CO AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, JULY 30, 1988
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
At its July 26 , 1988 meeting, the Planning and Zoning Commission
voted to take the following action:
1 . Approve, with modifications, the application of Thomas
Juknis for a farm stand / greenhouse on property on the
west side of Sullivan Ave. north of Pierce Road, RR Zone.
2. Approve, with modifications, Appl. #88-62P, Dynamic
Controls, for a Site Plan of Development for property on
the east side of Nutmeg Road South, I Zone.
3. Approve, with modifications, Appl. #1327P, Irene E. Guay,
for a Conventional Subdivision of 17 lots to be known as
Cliffwood Estates on 17 .5 acres of land located east of
Lawrence Road, north of Cliffwood Drive, A-30 Zone.
4 . Approve, with modifications, Appl. #88-23P, Alexander
Terlizzi for a Site Plan of Development for Lot #3 Sea Pave
Road, north side of Burnham St. , I Zo
5. Approve, with modifications, App #88-33P, David A. Brown
for a Site Plan of Development f r property at t
northeast corner of Governor's Hi hway and Nug Road
North intersection, I Zone. °"'
Dated at South Windsor, Connecticut this 27th day of July, 1988 .
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr. , Chairman
Marshall Montana, Secretary
0U 3
fob memorandum
Y7- v
PRO.T. NI�Bx
DATE D 19 b
PROJECT....... V v '`' ,:^ O W 1JS
CLIUM.......
PERSONS INVOLVED:
TB LEMONE 710R E
5 o C E I V ED
L CONPEMCR Ai jr. 12 1988
Q OTHER cn WI N
SUBJECT: �, S0� I
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1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
SOR•co AREA CODE 203/644-2511
August 9, 1988
Mr. David A. Brown
994 Farmington Avenue
West Hartford, CT 06107
re: Appl . #88-33P, David A. Brown Site Plan
Gentlemen:
We are pleased to advise that the Planning and Zoning Commission
voted on July 26, 1988 to approve the captioned application for a
site plan of development in accordance with Drawings #1 through 11
of 11 prepared by Fuss & O'Neill dated 7-15-88, Project No. 87-408,
and with the following modifications :
1 . Prior to commencement of any site work, a meeting must be
held with Town Staff .
2 . No building permits will be issued until the final mylars
have been filed in the Town Clerk's Office.
3 . This application is subject to the conditions of approval
of the Inland Wetlands Agency/Conservation Commission.
4 . An as-built plan is required prior to issuance of a
Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning
Regulations .
5 . A landscape bond in the amount of $ 7 , 000 is required and
must be submitted prior to filing of mylars .
6 . All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South
Windsor.
7 . Operation and Maintenance Plan is required as part of deed
for upkeep of swale. Copy of Operation and Maintenance
Plan must be submitted to the Town Engineer for review.
David A. Brown -2- August 9, 1988
8 . Riprap is needed at all bends of swale.
9 . Remove reserve parking area along Nutmeg Road North.
10 . Plot plan should reflect 50 ' buffer along east boundary.
Black and white transparent mylars of Sheets #2 and 4 with the above
modifications, together with three blueprint copies of the entire
set of plans, must be submitted to this Commission within 30 days to
be stamped and signed. The letters of approval of this Commission,
as well as the Inland Wetlands Agency/Conservation Commission, must
be reproduced on the mylars .
After the n:ylars have been signed by the Commission, they will be
returned to you for filing in the Office of the Town Clerk within 90
days . After filing these plans, a copy of the receipt must be
submitted to the Planning Department.
Very truly yours,
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr.
Chairman
cc: M. Gantick, Director of Public Works
F. Shaw, Supt. of Pollution Control
J. Collins, Chief Building Official
E. Belleville, Assessor
W. Lanning, Fire Marshal
M. Banach, Planning Director
Registrar of Voters
Inland Wetlands Agency/Conservation Commission
PZC File
Engineer/Arch.
Applicant
STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN
PROJECT: Z ` APPL. NO. _ 3-
ARCHITECT/ENGR. /� C� /�/ PROJ. NO.
DWG. NOS. , DATES, REV. DATES
MYLARS REQUIRED: SHEETS
�. Prior to commencement of any site work, a meeting must be held
with Town Staff .
�2. No building permits will be issued until the final mylars have
been filed in the Town Clerk's Office.
�. This application is subject to the conditions of approval of the
Inland Wetlands Agency/Conservation Commission.
�4 . An as-built plan is required prior to issuance of a Certificate
of Occupancy per Section 4 . 13 . 10 of the Zoning Regulations .
5 . Footing drains are required if the building has a basement.
7
LA6 . A landscape bond in the amount of $ d-Z)d is required and
must be submitted prior to filing of faylars .
7 . All plans used in the field by the developer must bear the stamp
and authorized signature of the Town of South Windsor.
Black and white transparent mylars of Sheets # Q- ,
with this letter an
the Inland Wetlands Agency/Conservation Commission approval letter reproduced
thereon, together with three blueprint copies of the entire plan, must be
submitted to this Commission to be stamped and signed. Ater signing, the
mylars will be returned to you and must be filed in the Town Clerk' s Office
within 90 days . After filing these plans, a copy of the receipt must be
submitted to the Planning Department.
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SENDE9 INSTRUCTIONS
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Complete items 1, 2, 3, and 4 onm
the reverse. '', ~
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RETURN Print Sender's name,address,and ZIP Code in the space below.
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RECEIVED
PHILIP BARSKE, PHD 6 .1 fir( EL
APPLIED ECOLOGY AND INLAND WETLAND SERVICES f
200 AUOUBON LANE
FAIRFIELO. CONNECTICUT 06430 TIM, CAA;i_r=% r oRp.
(2031 259-1 447
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RECEIVED
Date: 11 November 1988 DF, ' n t�'4Sr
To: Andrew Smith Sfl V1iN")10„ PLA��1HING DEPT.
David Brown Associates
The Casle Corporation
Governor's Highway & Nutmeg Road
South Windsor, Connecticut
From: Philip Barske, PHD, Applied Ecologist
Re: Concept of Creating a Shallow Marsh
Governor's Highway & Nutmeg Road
South Windsor, CT
I OBJECTIVE (Refer to accompanying preliminary sketch to
visualize projected small marsh) .
A. To create a shallow marsh in the defined area.
B. To provide for a retention-detention basin for heavy
rainfall periods--to maintain a zero-runoff factor.
C. To develop the projected basin into a shallow wetland--a
marsh with relatively shallow water and an abundance of
aquatic plant growth.
D. To create an attractive and productive wildlife habitat.
E. To remove pollutants from inflow water by vegetation
absorption, settling and filtration.
F. To provide for near self-regulation of water
levels--prevent vandalism, maintenance and questionable ,
management.
II PROCEDURE AND TECHNIQUE
A. To create a shallow marsh in the defined area, two
ingredients are absolutely essential:
1. A water supply, and
2 . A basin
CERTIFIED ENVIRONMENTAL PROFESSIONAL.NATIONAL ASSOCIATION OF ENVIRONMENTAL PROFESSIONALS.
CERTIFIED WILDLIFE BIOLOGIST,THE WILDLIFE SOCIETY.
CERTIFIED PROFESSIONAL SOIL EROSION AND SEDIMENT CONTROL SPECIALIST,THE SOIL CONSERVATION SOCIETY OF AMERICA.
Andrew Smith/David Brown Associates
1 November 1988
Page 2
B. Test wells were dug (8-18-88) and water levels checked 1
day and 7 days apart (the first day inflow provides the
most important data) .
The water level in the test holes indicates the normal
water level in the completed marsh should be the 72 foot
contour.
C. Contour plans are being developed to create about 1/3 of
the area within the zone of expected permanent summer
water level (this is the portion of the basin indicated
in blue on the sketch) that cab be expected to have a
permanent shallow water level of 6 to 8 inches. The
rest of the basin will be seasonally and periodically
inundated (indicated in green on the sketch) . The
higher zone (indicated in yellow on the sketch) will be
inundated at high or peak flow periods and this will be
of a short duration--a matter of hours.
D. The created contours will be designed to maintain a
shallow marsh at normal water periods.
E. To create the basin, the sandy-loam will be removed to
the approximate 71-72 foot contour. To create a
semi-natural basin, the contours will be irregular with
a degree of perhaps 1/2 to 1 foot variation (this
provides a variation in microtopography and also
provides zones of permanent water (indicated in blue on
the sketch) .
F. If the removed earth is found to b,A sand at the lower
depths, a slightly deeper, 6" - 811 , excavation may be
made and this zone replaced with an equal layer of
organic soil--muck and clay. If no soil replacement is
deemed necessary; the entire created bottom will be
overspread with cow manure and fully disced.
Andrew Smith/David Brown Associates
1 November 1988
Page 3
III WATER CONTROL
The proposed wetland-marsh will be basically a "dug out"
wetland. There will be no control structures (gates, valves,
drop inlets, etc. ) for this wetland will flow through when
enough water accumulates.
The "dug out" wetland basin does away with mechanical controls
(breakdown, vandalism and questionable management techniques)
and, more important, the self-requlatory inflow and outflow
will allow the created wetland to function more naturally with
wet and dry periods occuring--similar to nature.
IV PLANTING
To create a marsh requires non-shrubby (soft) vegetation and
two techniques will be employed:
A. If time permits, a nurse crop will be planted the year
the basin is created and in the next planting season the
full complement of aquatic plants will be planted.
B. The upper zone (indicated in yellow on the sketch) would
be seeded and planted to permanent vegetation as soon as
the basin is created and properly shaped (for quick
growth to prevent soil loss from the slopes and also
because this zone does not require the care that the
other two (green and blue) zones do.
C. When conditions (base soil and season) are proper, the
following plants will be seeded or root-stock planted in
the three designated wetland zones:
1. Wet Zone (blue) : Burreed, arrowhead, 3-square,
pickerel plant, Japanese millet
2. Moist Zone (green) : River rush, arrowhead, bulrush,
smartweed, millet, iris, sweet
flag, cattail
i
Andrew Smith/David Brown Associates
1 November 1988
page 4
3 . Upper Slope (yellow) : A grass mix, wildflowers,
shrubs (corners and upper
slope--black alder,
elderberry, high bush
cranberry, etc. )
Aquatic plantings will be from nursery root stock and/or
seed.
D. Upland Wildlife plantings: The upper slopes of the
yellow zone and the entire periphery of the upland (rim)
portion of the developed wetland will be planted to
niches of wildlife value shrubs and small trees.
E. Aquatic plantings may be expected to do well the first
few years and then a gradual change can be expected when
existing conditions favor and encourage more indigenous
plant species to take over.
V POSSIBLE PROBLEMS IN CREATED WETLANDS
A. Created wetlands cannot be expected to reach maximum
visual and biological production for several years--I
predict 8-10 years for stability to occur.
B. Water level fluctuations may vary from year to year and
this will affect plant growth and biological activity.
C. Animal damage to the initial plantings may occur; (being
an isolated site this may prevent or preclude animal
damage) .
D. Invasion, in 2-3 years, of noxious or undesirable plants
(reed grass, purple loosestriffe, etc. ) will require
some initial control work.
e
Andrew Smith/David Brown Associates
1 November 1988
Page 5
VI SUMMARY
The development of a small marsh wetland complex depe
nds on
many factors and particularly on the two basics of a supply of
water and a proper basin. Beyond the absolute basics, some
skill and experience is necessary to create a wetland that
will, in a period of 5-8 years, become a functioning wetland.
4
The Casle Corporation Avon Park North
200 Fisher Drive
Avon, CT 06001
(203) 674-9000
FAX (203) 676-9576
E
DEC 1,988
So. Wj 0.1 1111NIING DEPT.
December 14, 1988
Ms. Marsha Banack
Planning Director
Town of South Windsor
1540 Sullivan Ave.
South Windsor CT 06074
RE: Application # 88-33, David A. Brown Site Plan
- IWC Letter June 29, 1988
- PZC Letter August 9, 1988
Dear Ms. Banack,
The Owner/Developer David A. Brown has agreed to abide by the
comments concerning his Inland Wetlands Agency/Conservation
Commission approval of June 27, 1988 and his Planning and Zoning
Commission approval of July 26, 1988.
Attached are six (6) copies of the Wetland Creation Plan and
narrative concerning its concept/execution prepared by Philip
Barske. I reviewed the above with the Commission at there
November 19, 1988 meeting and received a positive response.
Phil Barske and his associate will be involved in the total
process of developing the new wetlands areas.
Fuss and O'Neil has submitted the required six (6) copies of the
revised site plans to your office, including milars of drawings
# 2 and # 4, on September 8, 1988.
David Brown is ready to post two (2) letters of credit to cover
the $7, 000 Landscape Bond and the $10, 000 Erosion and
Sedimentation Bond.
The banks of the Swale will be seeded with Crownvetch while the
swale bottom and two (2) feet up each side will be seeded with a
grass mixture of 20% Kentucky Blue Grass, 20% Tall Fescue, 25%
Red Fescue, 15% Perennial Rye Grass and 5% Red Top. Phil
Barske feels the above provides the best low maintenance ground
cover for the swale. Dave Browns lawyer is investigating how
the maintenance of the swale can be incorporated into chain of
title for the property. Maintenance of the swale would include
the picking up of trash and debris quarterly and the removal of
silt deposits when it impedes the design flow of water.
The remaining terms on both the IWC approval and the P & Z
approval will be complied with and addressed as they are
required in the construction process, hence I feel the plans are
ready for the Town's final review/sign off.
If you have any questions feel free to give me a call.
We appreciate both your and Liz's assistance in obtaining
IWA/P&Z approvals.
S Orel
Ani ew B. ith
pc: David A. Brown
sf4
r -- 01 �
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
f��soe•co�'� AREA CODE 203/644-2511
March 15, 1989
M E M O R A N D U M
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
RE: David Brown Site
As a prerequisite to a preconstruction meeting, we have reviewed the
"Final Plans" for the David Brown Site and have the following
comments:
1 . Planning & Zoning approval letter stated the plans should be
modified to show a maximum 4:1 slope. The details shown on
sheet 11 indicate this, however the plans are showing a 2:1
slope at the swale. This should be revised to show the proper
impact and limits of grading.
2. Planning & Zoning approval letter asked that limits of
construction be shown on drawing. There are none shown.
3 . Planning & Zoning approval letter requested siltation basins
be shown. This has not been done.
4 . Inland Wetland approval letter asked that the 50' buffer along
the east boundary line be shown on the Plot Plan. This is not
shown.
5 . Inland Wetland approval letter stated "Riprap is needed at all
bends of swale" . Riprap is shown for one side only.
6 . Sheet 5 note number 7 states that riprap is to be placed at
all culvert discharge areas. This was not shown on drawings.
7 . We request the elimination of the note "Not Released For
Construction" from all drawings. With this note in place the
drawings cannot be classified "Final Plans" .
8 . Planning & Zoning approval letter asks that a written plan for
the wetlands creation be submitted. We do not know if this
has been done - we have not seen it.
9 . Planning & Zoning approval letter states that the effect on
the groundwater table should be addressed both up and
downstream. This has not been done.
JCl/jsv
CA
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9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
v
4i~�soa ��w AREA CODE 203/644.2511
co
RE: Preconstruction Meeting - David Brown Site
Application #88-33P
April 13, 1989
IN ATTENDANCE
Name Company and Address Telephone
Marcia A. Banach Town of South Windsor 644-2511
Bill Wadsworth 200 Fisher Drive
Avon, CT 06001 674-9000
David Brown 998 Farmington Avenue 236-2595
Hartford, CT 06107
Fred Shaw Town of South Windsor 644-2511
Betsy Raemmerlen Fuss & O'Neill
146 Hartford Road,
Manchester, Ct 06040 646-2469
Andy Smith ABG Architects
200 Fisher Drive
Avon, CT 06001 674-9000
Ignatz Horvatt Assistant to Barske 259-5567
Jerry Iazzetta Town of South Windsor 259-2511
P. Barske Fairfield, CT
1447
John E. McCahill Town of South Windsor 644-2511
Lester Braddock Town of South Windsor 644-2511
A.'Bowen Davies Town of South Windsor 644-2511
The following is a brief summary of points discussed during the
meeting.
Public Works
1 . All erosion and sedimentation control measures are to be in
Mace prior to earth moving operations in each area and
maintained/cleaned out during construction. Call
Zoning Wetlands Enforcement Officer for inspection when
measures are in place, prior to commencement of site work.
2 . Four complete sets of most recent approved/revised plans to
be provided to Town prior to start of construction. They
will be stamped by Planning Department along with plans
developer needs .
3 . The Public Works Department is to be notified forty-eight
(48) hours prior to the start of major construction work
with inspections and testing per Developers Checklist
required for the following:
a) After driveway/parking areas are staked out
b) All drainage work
c) Preparation of subgrade, compaction tests
as required by the Town.
d) Preparation of subbase, six (6 ) inch lifts
e) Placement of bituminous concrete, 1 1/2
inch layers.
4 . Certification of gravel used as subbase will be required by
an approved testing company.
5 . No subgrade formation/base in frozen ground/snow. Same for
pipe/structure installation.
6 . As built plans are to include horizontal and vertical
location of all underdrains, footing drains, and sanitary
sewers located by a certified land surveyor. Progress
sanitary sewer as-builts required prior to gravelling of
road.
7 . All topsoil stockpile areas to be protected (ringed with
haybales or equal) .
8 . All pipe and structures to be backfilled with free draining
material, compacted in maximum one foot lifts with approved
compaction equipment.
9 . During construction of the driveway a crushed stone
tracking pad is to be installed and maintained to minimize
tracking of dirt/gravel onto Nutmeg Road North. Calcium
chloride is to be used for dust control as required.
10 . Any problems and/or questions regarding construction of
this project will be directed to Bill Wadsworth in the
field.
11 . All filling to be done in accordance with Department of
Transportation specifications. To be compacted in maximum
lifts and tested as necessary.
12 . Weekly job meetings will be held as needed.
13 . Forty-eight (48) hours notice needed for Certificate of
Occupancy inspection. Two week review period (10 working
days) needed for all individual site (lot) plans prior to
issuance of building permit (may be longer if application
is incomplete) . See General Guidelines for Certificate of
Occupancy.
14 . Only approved copies of lot site plans to be used. Any
proposed changes are to be presented to
Engineering/Planning & Zoning prior to implementation on
change sheet.
15. No paving after October 15 without written approval from
Director of Public Works.
16 . Hours of operation 7:00 A.M. - 5:00 P.M. , no work on
Sunday. Any pipe/structure work requires inspection prior
to backf illing.
17 . Access off of Nutmeg Road North only.
18 . Stump disposal to be off-site.
19 . Reconnect tile drains if encountered during construction.
20 . Waterflow in swale to be maintained at all times, not
blocked by construction.
Planning Department:
1 . Trees along property boundary should not encroach onto
abutter.
Wetlands:
1 . Limits of construction to be established physically on-site
as shown on plan.
2 . Contact Town Staff prior to cutting trees along northerly
property line to verify flagging of limits.
3 . Maintain the Construction Entrance throughout the time of
development.
4 . Changes to erosion and sedimentation plan should be
submitted in writing to the Planning Department.
W.P.C.A.
1 . Letter of approval to be filed with plans .
2 . Sewer connection charge to be paid prior to connection.
Permit required.
SNET/NU
1 . Contact utilities for coordination of utilities connection.
Fire Marshal
1 . Blasting (if required) to be coordinated with the Fire
Marshal.
Police Department:
1 . Emergency phone numbers for the duration of the
construction must be provided to the Police Department on a
company letterhead. If the developer occupies or owns the
building/s after construction emergency numbers must be
provided to the Police Department.
2 . All buildings located on property which abutts a public
highway must be numbered. Such number/s (address) shall be
visible from the street. All numbering shall comply with
Town Ordinance 6-800 thru 6-802. '
3 . Barns, garages and outbuilding which are located on the
same premises as a numbered structure are excluded.
4 . Erect temporary sign on the site during construction
identifying the project.
5 . If an alarm is to be installed contact the Police
Department.
Building Department:
1 . Plan review with Building Official/Fire Marshall required
prior to application for building permit. Coordinate with
Chief Building Official.
Very truly yours,
C�
Marcia A. Banach
Director of Planning '
MAB/pmm
cc: Jerry C. Iazzetta, Town Engineer
A.B. Davies, Deputy Town Engineer
Thomas Hart, SWPD
Karl Reichle, Public Works
Mel Stead, Public Works
Minh V. Le, SNET
Hal Clisby, CL&P
John R. Collins, Chief Building Official
Fred Shaw, Superintendent of Pollution Control
John E. McCahill, Zoning Enforcement Officer
Bill Wadsworth
David Brown
Betsy Kaemmerlen
Andy Smith
Ignatz Horvatt
P. Barske
y ` ~ Gory K. Tyler
-
Chief
Chief of Police
soR-C
Police Services SOUTH WINDSOR POLICE DEPARTMENT
CONSTRUCTION REQUIREMENTS
Project Title: Date:
1. Developer is responsible for the purchase and installation of all
street and traffic signs. Any signs on or intersecting with a
State Highway must be cleared through the Department of Trans-
portation. All signs must be in place before a c.o. is issued.
Q 2. Developer is responsible for the purchase of all street lighting
through Connecticut Light and Power. CUP will install all
lighting once they have received payment from the developer and
the locations of the lights has been reviewed by the Police
Department. All lighting must be in place before a c.o. is
issued.
3. Developer will submit three (3) 81-2- x 11 or 811 by 14 maps of the
proposed project to the Police Department for the purpose of
identifying and locating all signs. Completed maps will be
distributed to the developer, Town Planner and the Police
Department. Any changes in road design will require new maps.
4. Temporary street signs must be in place as soon as possible and
maintained throughout the project.
5. Emergency phone numbers for the duration of the construction
must be provided to the Police Department on a company letter-
head. If the developer occupies or owns the building/s after
construction emergency numbers must be provided to the Police
Department.
6. All buildings located on property which abutts a public highway
must be numbered. Such number/s (address) shall be visible from
the street. All numbering shall comply with Town Ordinance
6-800 thru 6-802.
Barns, garages and outbuilding which are located on the same
premises as a numbered structure are excluded.
151 Sand Hill Rood 9 South Windsor, Connecticut 06074 • (203) 644.2551
-2-
CONSTRUCTION SUGGESTIONS
1 . Keep all shrubbery low around doors and windows so as
to allow an unrestricted view.
2 . Locate business name , if applicable , on the building .
�3 . Backlight business name and address .
�� 4 . Provide lights over all doors .
d5 . Provide ample lighting of parking areas .
6 . Advise the new owner /
r e s cha r
P u to provide the Police
Department with emergency numbers . (Business , Commercial
and Industrial property only) .
SIGNATURE
{ Z
OPERATION AND MAINTENANCE PLAN
APPLICATION 88-33P APR 19 1989 �
DAVID BROWN SITE
GOVERNOR'S HIGHWAY South W111dSOr
SOUTH WINDSOR, CT 'Plaw'g & Zoning Commission
This plan shall become part of the deed so that subsequent
owners follow the established maintenance program and schedule.
SWALE AREA
1. Inspect the swale annually by walking the entire length,
noting erosion and seepage areas, depressions, and rodent
holes. Repair erosion damage and revegetate as called for
in the original specifications for permanent seeding. Fill
in rodent holes and revegetate. If rodent damage is more
than minimal, devise and initiate an eradication plan. Cut
all woody vegetation within the swale at ground level and
treat to insure that it does not become reestablished.
2. Examine rock riprap and bedding (if visible) and make
repairs necessary to meet original requirements. Rock
shall be durable and resistant to weathering; shales and
siltstone shall not be used. Remove any siltation and
regrade to proper pitch to insure proper drainage of the
swale.
3. All areas void of vegetation shall be reseeded with the
permanent seed mixture as called for in the original
specifications.
4. Mow all vegetated .areas at least annually.
DETENTION AREAS
1. Cut all woody vegetation within 15 ' of the outlet and inlet
channels. Remove dead trees, snags, and debris which may
block the functioning of the outlet during a flood event.
2. Inspect any trees and shrubs planted under the construction
contract and prune, replace or supplement woody vegetation
as necessary.
3. Inspect and clean the culvert under Nutmeg Road North to
insure free drainage so that the road does not act as a
"dam" during flood events.
INLET & OUTLET STRUCTURES
1. Take immediate action to repair spalled or cracked concrete
by replacement with a high strength, non-shrink,
non-metallic, cement-based grout.
2. Check for erosion or settlement around concrete
structures. Fill any settled areas with a properly graded
gravel or crushed stone filter material.
3. Riprap and bedding in the channel should be inspected for
displaced, dislodged, or deteriorated materials. Properly
graded and durable materials shall be used to repair
damaged areas. Inspect the channel for growth of woody or
other vegetation which restricts flow. Remove if present.
Inspect the earth portions of the outlet channel for
erosion on the side slopes and bed. Stabilize eroded areas
by regrading to a stable side slope and installing
vegetation, jute matting, or riprap as necessary.
87-408 Corres.
0330A89BAK
c r 7_aa')v_ _t O-P soaA V•
1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
R•co AREA CODE 203/644-2511 _
a
May 10, 1989
David A. Brown MAY 1 e1 lgg3
994 Farmington Avenue
West Hartford, CT 06119 _
}rt yyY
SOU , i4 1.\iJ�il
Planning & .airing CommissioTt
Re: Application #88-33P — David Brown Site
Dear Mr Brown:
At the May 8, 1989 meeting, the South Windsor Inland Wetlands
Agency/Conservation Commission approved a one year extension of
Application #88-33P with all original conditions.
In addition to the original conditions you are also required to
contact John McCahill, Zoning/Wetlands Enforcement Officer (644-
2511, x229) immediately upon approval notification. This is to re-
confirm the contact person for the site and establish a site visit
with that person to verify all erosion and sedimentation control
measures are in place according to the plan.
Application #88-33P becomes effective June 27, 1989 and expires on
June 27, 1990.
Ve truly yours,
hn M. Moran, Jr. , Ch man
Inland Wetlands Agency
Conservation Commission
immir. /pmm
cc:John E. McCahill, Zoning/Wetlands Enforcement Officer
Marcia A. Banach, Director of Planning
John R. Collins, Chief Building Official
Raymond Hallowell, Chairman, PZC
Jerry Iazzetta, Town Engineer
Enclosure
t
C �
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
SOR-co AREA CODE 203/644-2511
22 January 1990
Mr. David A. Brown
994 Farmington Avenue
West Hartford, CT 06107
Dear Mr. Brown:
re: Expiring Letters of Credit
We have not as yet received any renewal of your expiring letters of credit as
noted in our previous renewal request. Please be advised that discussion of
this matter will be placed on the next agenda of the Planning and Zoning
Commission, and calling of the letters of credit will be initiated at that
time.
Very truly yours,
PLANNING AND ZONING COMMISSION
r
Louise C. Evans
Chairman
cc:ooPZC File
M. Banach, Director of Planning
pow M aa,
r T-awn aps ?d&U&Gt
1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074
R-coy' AREA CODE 203/644-2511
31 January 1990
Mr. David A. Brown
994 Farmington Avenue
West Hartford, CT 06107
Dear Mr. Brown:
re: Expiring Letters of Credit
The Planning and Zoning Commission is holding the following Letter(s) of
Credit:
ProJect(s) Bank Amount Expiration
3
David Brown Site Plan First Bank $10,000 04/12/90 u o of u u 11 71000 04/12/90
In accordance with our policy for accepting Letters of Credit in lieu of
surety bonds, we must have an amendment to each expiring Letter of Credit
well in advance, extending the term for a one year period from the expiration
date. Will you please forward us the amendment promptly.
Very truly yours,
PLANNING AND ZONING COMMISSION
t�J
r
Louise C. Evans
Chairman
c: PZC File
M. Banach, Director of Planning
•t4
a r T-0
0140� �•
s v ti 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074
AREA CODE 203/644-2511 ►
�hOsoR•�ON��
June 19, 1990
David A. Brown
998 Farmington Avenue
West Hartford, CT 06107
Dear Mr. Brown:
Re: Application #88-33P
At the June 18, 1990 meeting, the Inland Wetlands
Agency/Conservation Commission approved with previous and
standard conditions Application #88-33P - IWA/CC permit for th
construction of office/warehouse buildings on property located on
the northeast corner of Governor's Highway and Nutmeg Road North,
I zone as shown on plans prepared by Fuss & O'Neill, Inc. ,
project #81-408 dated July 15, 1988 and revised August 18, 1988,
March 17, 1989 and April 71 1989 .
1. Two blueprint copies of the entire set of plans and
this letter reproduced thereon, must be submitt d
to this Commission . This must be completed within
65 days of approval prior to any construction
activity on the site.
2. Construction activities shall be subject to th
approval of the Town Engineer.
3. The application shall indemnify and hold harmless
the Town of South Windsor against any liability
which might result from the proposed operation or
use.
4 . The permit is valid for one year and shall expir
on June 18, 1991.
5. All approvals required must be obtained and
submitted prior to any activity on the site.
6 . A contact person shall be identified directly on
the plans.
7 . All original approval conditions shall apply to
this approval per approval letter dated June 29,
1988.
David A. Brown Page Two June 19, 1990
Very truly yours,
James A. Lombardi, Chairman
Inland Wetlands Agency/Conservation Commission
JAL/pmm
cc: Jerry C. Iazzetta, Town Engineer
Marcia A.Banach, Director of Planning
John R. Collins, Chief Building Official
Planning & Zoning Commission
Enclosure: copy of approval letter dated June 29, 1988
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1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074
AREA CODE 203/644-2511
07 February 1991
Mr. David A. Brown
994 Farmington Ave.
West Hartford, CT 06107
Dear Mr. Brown:
re: Expiring Letters of Credit
The Planning and Zoning Commission is holding the following Letter(s) of
Credit:
Project(s) Bank Amount Expiration
David Brown Site First Bank $10,000 4/12/91
David Brown Site First Bank $ 71000 4/12/91
In accordance with our policy for accepting Letters of Credit in lieu of
surety bonds, we must have an amendment to each expiring Letter of Credit
well in advance, extending the term for a one year period from the expiration
date. Will you please forward us the amendment promptly.
Very truly yours,
PLANNING AND ZONING COMMISSION
Louise C. Evans
Chairman
cc: PZC File
M. Banach, Director of Planning
�'1 N M +t44
T-o-wn' ates �
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
f~�soR-Co� AREA CODE 203/644-2511
4 March 1991
Mr. David A. Brown
994 Farmington Ave.
West Hartford, CT 06107
Dear Mr. Brown:
re: Expiring Letters of Credit
We have not as yet received any renewal of the expiring letter of credit as
noted in our previous renewal request of 1/16/91. Please be advised that
discussion of this matter will be placed on the 3/26/91 agenda of the
Planning and Zoning Commission, and calling of the letter of credit will be
initiated at that time.
Very truly yours,
PLANNING AND ZONING COMMISSION
Louise C. Evans OY"t)
Chairman
cc: PZC File
M. Banach, Director of Planning
u
1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
R.CO AREA CODE 203/644-2511
February 3, 1992
David A. Brown
998 Farmington Avenue
West Hartford, Ct 06107
Dear Mr. Brown:
re: Expiring Letters of Credit
The Planning and Zoning Commission is holding the following Letter(s) of
Credit:
Project(s) Bank Amount Expiration
DAVID BROWN SITE FB OF WH $ 10,000 04/12/92
DAVID BROWN SITE FB OF WH $ 7,000 04/12/92
In accordance with our policy for accepting Letters of Credit in lieu of
surety bonds, we must have an amendment to each expiring Letter of Credit
well in advance, extending the term for a one year period from the expiration
date. Will you please forward us the amendment promptly.
Very truly yours,
� l
Marcia A. Banach
Director of Planning
MAB/pmm
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s d 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
R•co� AREA CODE 203/644-2511
January 28, 1993
David A. Brown
998 Farmington Avenue
West Hartford, Ct 06107
Dear Mr. Brown:
re: Expiring Letters of Credit
The Planning and Zoning Commission is holding the following Letter(s) of
Credit:
Project(s) Bank Amount Expiration
DAVID BROWN SITE FB OF WH $ 10,000 04/12/93
DAVID BROWN SITE FB OF WH $ 7,000 04/12/93
In accordance with our policy for accepting Letters of Credit in lieu of
surety bonds, we must have an amendment to each expiring Letter of Credit
well in advance, extending the term for a one year period from the expiration
date. Will you please forward us the amendment promptly.
Very truly yours,
P� - G- &4LJ�
Marcia A. Banach
Director of- Planning
NAB/pmm
.�w N Sao•,
C-1
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S 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
�f�dsoR co� AREA CODE 203/644-2511
January 26, 1994
David A. Brown
998 Farmington Avenue
West Hartford, Ct 06107
Dear Mr. Brown:
re: Expiring Letters of Credit
The Planning and Zoning Commission is holding the following Letter(s) of
Credit:
Project(s) Bank Amount Expiration
DAVID BROWN SITE FB OF WH $ 10,000 04/12/94
DAVID BROWN SITE FB OF WH $ 71000 04/12/94
In accordance with our policy for accepting Letters of Credit in lieu of
surety bonds, we must have an amendment to each expiring Letter of Credit
well in advance, extending the term for a one year period from the expiration
date. Will you please forward us the amendment promptly.
Very truly yours,
Marcia A. Banach
Director of Planning
MAB/pmm
Tlawn 014C s �
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
�osox,co� AREA CODE 203/644.2511
March 2, 1994
David A. Brown
998 Farmington Avenue
West Hartford, CT 06107
Dear Mr. Brown:
Re: EXPIRATION OF PERMIT #88-33P, David Brown Subdiv
This is a reminder that the permit with the Inland Wetlands
Agency/Conservation Commission, Application #88-33P will expire on June 18,
1994.
If you plan to extend your project beyond the above expiration date, you must
apply for an extension at least sixty-five (65) days prior to the expiration
date. There will be a thirty-five dollar ($35.00) fee required for an
extension of the permit. This includes a ten dollar ($10.00) surcharge
assessed by the State, to fund the State Environmental Review Team.
An application for an extension shall be made in accordance with the
following subsection of the IWA/CC Regulations:
a. The duration of any amendment or extension shall be for � er years
unless otherwise specified in the permit.
b. The application may incorporate by reference the documentation and
record of the original application.
c. The application shall state the reason why the authorized activities
were not initiated or completed within the time specified in the
permit.
d. The application shall describe any changes in facts or circumstances
involved with or affecting wetlands or watercourses or the property
for which the permit was issued.
e. In unusual situations the Agency may accept an untimely application
to extend the expiration date of a permit if the authorized activity
is ongoing and a 1 l ow the continuation of work beyond the expiration
date if in its judgement, the permit is likely to be extended and the
public interest or environment will be best served by not
interrupting the activity; the application shall describe the extent
of work completed at the time of filing and the schedule for
completing the activities authorized in the permit.
f. The Agency shall evaluate the application pursuant to these
regulations and grant the application as filed, grant it with any
Mr. David Brown - 2 - March 2, 1994
Application -
terms or limitations, or deny it; and shall state upon the record the
reason(s) for its decision.
In the event that you are requesting an extension, section 8.1.6 of the
Zoning Regulations establishes the process for monitoring the approved
conservation plan. Per that regulation, a progress report is required from
the applicant's engineer verifying that erosion and sedimentation control
measures have been installed and maintained in accordance with the approved
conservation plan. This verification report shall also be submitted 65 days
prior to the expiration date of the permit to allow time for the
Commissioners to evaluate your project controls.
If work has been finished or will be finished by the expiration date, please .
send a letter stating work is completed according to the approved plan.
If you have any questions call me or John E. McCahill, Zoning/Wetlands
Enforcement Officer at 644-2511, ext. 253.
e truly yours,
r ' '
'Phyl l i M. Mann
Recording Secretary
■
-60esi g .n
rofessiona Is, inc,
civil engineers • planners surveyors April 1994
Mr. John McCahill
Wetlands Officer
1540 Sullivan Avenue
South Windsor, CT 06074
Dear John:
Re: David Brown Associates' Industrial Development
Governors Highway and Nutmeg Road North
Permit Extension Request
Project No. 94-738
On behalf of our client, David Brown Associates, we hereby request an extension of the
Permit No. 88-33P, as issued by the Inland Wetlands Agency/Conservation Commission.
As you are well aware, the initial work has been completed (swale relocation and
wetlands/detention area), and is stabilized. Additional industrial development, as approved by the
IWA/CC and the PZC is expected to proceed in the future as market conditions improve .
Construction of the initial work was consistent with the approved plan, including erosion control
measures.
Sincerely.,
Design Prof, sion s, Inc.
By:
Robe J. enault, E.
Principal
cc: David A. Brown
441C Governors Highway, South Windsor, CT 06074 (203) 291-8755 FAX: (203) 291-8757
f
- DBA RECEIVED
DAM D BROWN ASSOCIATES APR 11 1994
�. WINDSOR PLANNING DEPt.
Building Management
April 8, 1994
Phyllis M. Mann, Recording Secretary
Inland Wetlands Agency
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Ms. Mann:
RE: Extension of permit #88-33P
David Brown Subdivision
---------------------------------------
Thank you for your letter of March 2 regarding expiration of my wetlands
permit #88-33P on June 18, 1994.
Please be advised that I hereby request a five year extension of the above
referenced permit, in accordance with the original documents, record,
t rms and conditions.
While most activities have been completed, including relocation of the
Swale system to the tract's perimeter to allow for industrial development,
we have not constructed any buildings to date due to the downturn in the
economy. We still have every intention of developing the site for
industrial purposes as the economy improves. We know of no other changes
in facts or circumstances involved with or affecting wetlands or
watercourses on the subject property.
A progress report from my engineer, Robert J. Arsenault of Design
Prof ssionals, Inc., is attached along with a check in the amount of
$35.00 to cover the extension fee.
Please call me if further information is required.
A
wn
cc
Enclosures
cc:Design Professionals, Inc.
998 Farmington Ave. 0 West Hartford, CT 06107 0 236-2595
RECEIVED ROM - -
-�—. -- - O L LA
RS
Account Total $
Amount Paid $ 5 TOWN OF SOUTH WINDSOR
1540 Sullivan Avenue ,
Balance Due $ �---- South Wii7dsor
"THE EFFICIENCYO LINE"AN AMPAD PRODUCT-23-121 Connecticut 060?4
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f�dSae•co AREA CODE 203/644-2511
April 28, 1994
David Brown
David Brown Associates
998 Farmington Avenue
West Hartford, CT 06107
Dear Mr. Brown:
Re: Application #88-33P, David Brown Subdivision
At the April 27, 1994 meeting, the South Windsor Inland Wetlands
Agency/Conservation Commission approved a three year extension of
Application #88-33P with all original and standard conditions.
Application #88-33P expires on June 18, 1997.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
Elizabeth A. Warren, Chairman
Inland Wetlands Agency/
Conservation Commission
EAW/pmm
cc: Planning & Zoning Commission
Town Engineer
tow N S f,(
s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
soR.0 AREA CODE 203/644-2511
February 1, 1995
David Brown
David Brown Associates
998 Farmington Avenue
West Hartford, CT 06107
Dear Mr. Brown:
Re: Expiring Letters of Credit
Appl #88-33P, David Brown
The Planning and Zoning Commission is holding the following Letter �f
Credit:
Project Bank Amount Expiration
David Brown FB of WH $10,000 04/12/95
David Brown FB of WH $ 7 ,000 04/12/95
In accordance with our policy for accepting Letters of Credit in lieu
of surety bonds, we must have an amendment to each expiring Letter of
Credit well in advance, extending the term for a one year period from
the expiration date. Will you please forward us the amendment
promptly.
Very truly yours,
Marcia A. Banach, AICP
Director of Planning
MAB/pmm
(OWN SE,
w � Tio o-ps ?V&U&C�t
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
oe-co�'�� AREA CODE 203/644-2511
February 27 , 1995
David Brown
David Brown Associates
998 Farmington Avenue
West Hartford, CT 06107
Dear Mr. Brown:
Re: Expiring Letters of Credit
Application #88-33P, David Brown Subdivision
We have not as yet received any renewals of the letters of credit which
expire April 12, 1995 as noted in our previous renewal request of
February 1, 1995 . Please be advised that discussion of this matter
will be placed on the March 28, 1995 agenda of the Planning and Zoning
Commission, and calling of the letters of credit will be initiated at
that time if we have not received a renewal .
Thank you for your attention to this matter.
Very truly yours,
6 , &"'
1
Marcia A. Banach, AICP
Director of Planning
MAB/pmm
�OVI N St.
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1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
���oSOR-CO AREA CODE 860/644-2511
February 9, 1996
David Brown
David Brown Associates
998 Farmington Avenue
West Hartford, CT 06107
Dear Mr. Brown:
Re: Expiring Letters of Credit
Appl #88-33P, David Brown
The Planning and Zoning Commission is holding the following Letter of Credit:
Project Bank Amount Expiration
David Brown FB of WH $10,000 04/12/96
David Brown FB of WH $ 7,000 04/12/96
In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must
have an amendment to each expiring Letter of Credit well in advance, extending the term for a
one year period from the expiration date. Will you please forward us the amendment promptly.
Very truly yours,
Ut 0--, Cf
Marcia A. Banach, AICP
Director of Planning
MAB/pmm