HomeMy WebLinkAboutSite Plan - Conservation (452) -� C nd
TOWN OF SORTS WINDSOR
INLAND 'WETLAND. WATERCOURSES AND CONSERVATION APPLICATIM Ta
1 1992
APPLICATION 1. QJ-q:3 )0 - DATI RECEIVED South Windsor
INLAND WETLANDS AGENCY/
INSTRUCTIONS CONSERVATION COMMISSION
1. The application. map And plans must be sdbkitted in trjnli__caee_ together with the fee set
forth in the Inland Wetlands. Watercourses and Conservation Regulations# Town of South
Windsor. (See Regulations, Section VI)
Z. The South Windsor Inland Wetlands. Watercourses and Conservation Regulations should be
reviond with respect to the standard* wad criteria for application evaluation. (See
Regulations. Sections VIII
3. The applicant understands that this application it to be considered complete only when all
information and doetwentst required by the Agency ha" been submitted. (See Regulations
Section,VII). :
A. APPLICANT•S NAIL k, e i w x-r k 5
ADDRESS 37y
PHONE: (SOME) G t/y-
B. L SAL OWNER'S NAME: WYY\ti
ADDRESS
PHONE: (BONN) (WORK)
(List additional owners, addressee, and phone numbers on back of application).
C. IP THE APPLICANT IS NOT THE OWNEE OF THS SUBJECT PROPERTY, A LETTER HY TRZ PROPERTY
• OWNER(S) AUTEORIIING TS! PROPOSED AEGOLATED ACTIVITY SET SORTS IN THE APPLICATION MUST
ACCOMPANY TSIS FORM AND )TILL 319 PART OF THE APPLICATION.
D. PROJECT NAMEt (if any) W _n Ln.rrr- lip�.rC} �— A<` Q. . �t►/ /.�,
1. Contact Person (if further information it. needed).
- 4'�t w�� °5'a.,2 -�11� o� YI�k�• 1 e/)7 p i�1M �91-��- �"
E. THE GEOGRAPHICAL LOCATION OF TEE ftOPERftWgICE IS TO DR AFFECTED BY THE PROPOSED
REGULATED ACTIVITIES IHCLUDM A DESCRIPTION 01) TEE LAUD IN SUFFICIENT DETAIL TO ALLOW
IDENTIFICATION OF THE PROPERTY ON THE INLAND WETLAND AND WATERCOURSES lsAP.
Easel t;�.e.. of /Vw&,S ►Qo .� n or c Dr) �r d'it i );1 1�4 ,, C.trv►� L- ( A,
` J
PAGE 1
F. NAMES Of ALL ABUTTING PROPERrf.OZ=S I ME. SEPARATE SHEET IF NECESSARY)
V Cp
v
G. RAVI YOU-NOTIFIED ALL ABUTTING PROPERTY OWNERS Sy CERTIFIED. LETTER THAT AN APPLICATION IS
PENDING BEFORE T82 AGENCY1.
—fie **(You are requited to supply a copy;.of ,the -letter Mith,the list of the names of
the abutters).**
H. PURPOSE AND DISCUMON Of ALL f OP_OS$D kE"Ui'ED ACTMTT(3) INCLUDING Am=? AND TYPES
oa FILL AND TU TIME ftimm INVOLYhDt
fA
F-t-S C
r v
I. A CLASS A•2 NAP OF THa PROPERTY DRAWN TO 1••40•, SHMNG ?NN ARC TO Bit DiVELOPRD, EXTENT
OF THE WETLANDS AND VA1`WOORS23 AFFECTED, TOPOGvM,,' j=STIW AND PROPOSED ACTIVITIES AND
NAMES LOCATIONS OF ADJACENT PROPERTy OVXM,.NGST lft SU3NITTED.
J. ACREAGE Of WETLANDS AND WATERCOURSES TO 22 ALTERIDf_ O i
K. ACREAGE OF WETLANDS AND WATERCOURSES TO 2a CRaATjWj Q :
L. LINEAL FEE? OF PROPOSED STREAM ALTERATION
M. TOTAL LAND AREA OF PROJECT AND PERCENTAGE WHICE IS WETLANDS:
N. IDENTIft ALL OTELR PERMITS OR APPROVALS`THAT'HAW SIIN tSS APPLIED FOR, OR REQUIRED:
WITH RESPECT TO THE PROPOSED ACTIVITY SIT FORTE IN INIS APPLICATION.
but not be limitlld toy 1O0a1 P1 , 1Wo (These mty include
D.O.T., The Army Corps, 1o9�ina bard of App als, D.E.P.. f.E.M.A..
P Eruiitieeriri .a o f OEhesr State," Locil Or federal Permits.)
0. THE APPLICANT (Olt DESIGNATED REP n=TA?ln) s321204TTISTS TEAT A SIGN WILL DE POSTED AT
THE FOLLOWZW LOCA?ION18
7
ON OR RE TIN12�' _af_Et . NAME
X- SIGNATURES
din
<:..:.
THESE SIGNS MUST BE DISPLAYED CONTINUOUSLY FOR AT'LEAS'P ft" DAYS PRIOR TO SCHEDULED
MEETING- (bee Regulations, Section 6.3a).
PAN 2
THE UNDERSIGNED HEREBY APPLIES FOR THE REGULATED ACTIVITIES LISTED IN PARAGRAPH H ABOVE. FOR
A INLAND WETLAND, WATERCOURSES AND CONSERVATION PERMIT FOR THE PROPERTY DESCRIBED HEREIN AND
CONFIRMS THAT
1. HE IS FAMILIAR WITR THS CURRENTLY EFF=TIVE -INLAND WETLAND, WATERCOURSES AND CONSERVATION
REGULATIONS OF TER TOWN OF SOUTS WINDSOR.
2. HE/SHE UNDERSTANDS TRA! AT ANY TIM DURING THE REV w PERIOD. THE AGENCY MAY REQUIRE THE
APPLICANT TO PROVIDE MORE INFORMATION ABOUT THE WETLANDS AND/OR WATERCOURSES IN QUESTION
AND/OR ANY PROPOSED ACTIVITY.
3. ALL INFORMATION SUBMITTED IN THE APPLICATION FOR REVIEN SHALL BE CONSIDERED FACTUAL. OR IN
THE CASE OF ANTICIPATED ACTIVITY, BINDING. A KNOWING FAILURE OF THE APPLICANT OR ANY OF
NFO
HIS/HER AGENTS TO PROVIDE CORRECT IRMATION. OR PR'RFORMANCE EXCEEDING THE LEVELS OF
ACTIVITY ANTICIPATED. SHALL BE SUFFICIENT GROUNDS FOR REVOCATION OF ANY PERMIT UNDER THESE
REGULATIONS .
4. BY MAKM Tus APPLICATION, THE APPLICANT GIVES PERMISSION TO THE INLAND wzTLAND WATERCOURSES AND CONSERVATION CO"USSION KDOXRS AND/OR ITS REPRESENTATIVE TO ENTER THE
PORTIONS OF THE PREIQSE$ WHICR ARE SUBJECT OF THE APPLICATION FOR THE pUltpOBE OF
INSPECTION AND INVE3lZGAlION AND OT$ERiiISt EVALUATING TEE MERITS OF THE APPLICATZ0 BOTH
BEFO FINAL DECISION HAS BEEN ISSUED.
Signatdre of App scant Date
Received and filed of the office of the Planning Department this
---% -- day of w . 19 y�
Signat Agent Date__
+r,►,r,►� ** ,rr+► ,t* rr,r�r�►,►r,►�s,r*r,►,►,►,r�rr#r,►,►,r,t,t��,►�►*�,►t,r*,►*�**�►*,►,►�,t*t**,►�*�►�rr,r*tr,►+►�,►+r*,►,►•
FEE RECEIVED YES L0 AMOUNT._//o
DATE RECEIV by
HEARING DATE HEARING ADV.
PERMIT GRANTED DATE NOV 1 1992
FERMI! DENIED DATE
South Windsor
INLAND WETLANDS AGENCY/
CONSERVATION COMMISS1014
P"s 3
STATEWIDE INLAND WiTLAND & WATERCOUash " REPORTING FORM
(See instructions on back)
Ln accordance with the! requirements of Section 22a-39-14 of the Regulations of
Connecticut state Agencies, this form is to be completed for each action.
Completed forms for all reportable actions during a calendar month shall be
mailed to the commissioner by the local agency no later than the 15th day of
the month following the month. in which the action was taken.
1 . TOWN: _ SAD K�k N J S Tr
Z • A. LOCATION., (Attach an 81 by 11 inch photocopy at the original scale of
the appropriate US S ad Mari With .the project site outlined.
B. USGS QUAD MAP NAME
3 • APPLICANT'S OR VIOLATOR'S NAME: r„�,,,, k,
'dw�rds
4 . PROJECT NAME (If any) : (,J
oK
5• ACTIVITYTYpE CODE (See list of nodes in instructions) : .If Type Code is 13 "other," the t * . * * . .
[---�---]
�„or nQS � type of activity.
6• ACTIVITY PURPOSE CODE (See list of codes in instructions) : . . . . . . . . . . .
[_C'
7. ACREAGE OF WETLANDS AND WATERCOURSES AL
( for al,� agency actions; permits, denials nd(OrfMO OSed to be altered,
A. Sotl type s) (If Available) . . . . . . . . . of 0 ACRES..
B. Only if soil t �
swamp. . , , , , • .e is not available specify area altered as follows:
Bog. . . . . . . .. . . . . . [ " ACRES"'"ACRES) Marsh. . . . . . . . . . . [ ACRES]
) Open water. . . . . . [ ACRES]
F • ACREAGE OF WETLANDS OR WATERCOURSES. CREATED: . . . . . . . . . . . . . . . . [ 0AC 9 • LINEAR FEET OF STREAM ALTERATION: . . . . , . , , , • , . . . . • . . . . [ (� FEET
]
10. TOTAL ACREAGE OF PROJECT SITEs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . [
ACRES]
For Local Wetland Adanev Use only
For State Use Only
tl . REPORTING MONTH:
*12. PUBLIC HEARING �IELDs YES NO GIS CODE:
13 . ACTION; (Circle only ,one action)
A. permit issued H. petmit denied
C. permit extension/amendment
D. map amendment E. enforcement
F. jurisdictional ruling
*
14. AGENTt
'� DATE RECEIVED
SOIL SCIENCE ASSOCIATES
U
90 RHODES RD. TOLLAND,CT 06084
Earl Beebe,Soil Scientist 871.7298
March 27 , 1992
Brian Edwards
376 Pleasant Valley Road
South Windsor, Connecticut 06074
Re: Wetland Delineation, +- 1 .7 'acres, 184 Nevers Road,
South Windsor, Connecticut
Dear Mr. Edwards:
On March 18, 1992, at your request, the wetlands, as defined
by Connecticut Statutes Section 22a-37( 15 ) , i . e. , those
soil types designated as poorly drained, very poorly
drained, alluvial , or floodplain by the Nation Cooperative
Soil Survey, were delineated on the parcel of land
referenced above.
Soils were examined to the extent necessary to classify
them at the soil series level according to the system of
soil classification used by the National Cooperative Soil
Survey (Soil Survey Staff, 1975 , SOIL TAXONOMY, U. S.
Government Printing office, Washington D. C. ) by exposing
soil profiles with a spade and augar.
Poorly and very poorly drained soils (wetlands) were
not observed on the subject property. The property consists
of a level to gently rolling lot that slopes toward Nevers
Road. The lot presently supports a two family home. The
soils on the lot are well drained to excessively well
drained glaciofuvial deposits of Red Sandstone and Shale.
Additional information about all the soils mentioned
can be found in the Tolland County Soil Survey which is
available at the district office of the U. S. Dept. of
Agriculture, Soil Conservation Service in Hartford Ct.
All wetland boundary lines established by the
undersigned Soil Scientist are subject to change until
officially adopted by local , state or federal regulatory
agencies.
Respectfully Submitted by
SOIL SCIENCE ASSOCIATES
Earl E. Beebe,
Soil Scientist
WETLAND DELINEATION SOIL MAPPING AND INFORMATION • SITE EVALUATION
i
esign
4RPSJVT1
rofessionals, inc. NOV 1IJ 1992
civil engineers • planners • surveyors
_■ South Windsor
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
November 10,1992
To whom it may concern:
Re: Conservation Plan Application of Brian Edwards
184 Nevers Road
South Windsor,Connecticut
Project No. 92-611
Please be advised that our client, Brian K. Edwards, has applied
to the South Windsor Inland Wetlands Agency/Conservation Commission
for conservation plan approval of the Wyndemere Court senior residence
development on Nevers Road. The site contains no inland wetlands.
For further information please contact the South Windsor Planning
Department at the Town Hall. Thank you.
Sincerely,
Design Professionals,Inc.
3y: —`�
Peter R. DeMallie
Principal
cc: Planning Dept.
441C Governors Highway, South Windsor, CT 06074 0 (203) 291-8755 • FAX: (203) 291-8757
�TST4
4�W N gf'4( P �• G�,
Tawlon
L�
1540 SULLIVAN AVENUE ! SOUTH WINDSOR, CONN. 06074 picot-�
r�dsoe•CO AREA CODE 203/644-2511
November 18, 1992
TO: Elizabeth A. Warren, Chairman, IWA/CC
FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer
Re: Application #92-43P, Wyndemere Court SRD
DOCUMENTS REVIEWED: Application form and plans for "Wyndemere
Court" (dated 11/11/92)
COMMENTS:
1 . The Town "Inland Wetlands and Watercourses Map" does not show
wetlands on this property. The application form also
indicates there are, "no wetlands on this site per Soil
Scientist investigation" . A copy of the Soil Scientist's
report should be submitted to substantiate the test pit
information provided on sheet 2 of 5 .
2 . As there are no wetlands on the property, this is being
submitted for conservation plan approval.
3. The existing house is to be razed and removed as noted on the
plans .
4 . The Site Plan shows the existing tree line. The proposed tree
line is shown on sheet L-1 . The proposed tree line should
also be shown on sheets 2 and 3 of 5 . A note should be added
to the plans stating that, "the proposed clearing limits shall
be flagged in the field, and approved by the Town, prior to
clearing
5 . Drainage calculations should be submitted for this
application. They are proposing to use a number of dry wells
throughout the site. Additional information should also be
provided regarding the ability of these dry wells to function
over a long period of time.
6 . They are proposing to outlet stormwater onto adjacent property
owned by the Town. This is unacceptable; this outlet should
be tied directly into the storm system in the street.
7 . The proposed anti-tracking apron location and proposed
temporary topsoil stockpile location are in areas where a lot
of underground utility work will take place. The way activity
is proposed to progress, as listed in the construction
sequence, will not ensure a "clean" site. The location of the
anti-tracking apron and topsoil stockpile should be
reconsidered and the construction sequence should be reviewed.
Elizabeth A. Warren Page Two November 18, 1992
Application #92-43P
8. Note #13, on sheet 3 of 5, states "an excess quantity of
topsoil is anticipated and shall be removed from the site" .
How much is anticipated? Does the proposed topsoil stockpile
area allow for all of it to be stored? When does the excess
get hauled away?
9 . On sheet L-1 there is a note stating, "selectively remove
lower branches and understory vegetation" . It is unclear as
to where this note applies . Sheet L-1 also indicates that
garden plots will be placed over the proposed dry wells .
Additionally; There are a couple trees, near the driveway,
that are located over the top of proposed dry wells .
10 . They are showing a sanitary line which will cross through the
adjacent property owned by the Town. An easement would have
to be obtain for this .
11 . The silt fence, as shown on sheet 3 of 5, should be continuous
along Nevers Road. It is shown only along approximately half
"_ of the frontage.
12. These comments should be addressed prior to approval by the
Commission.
WYNDEMERE COURT
SENIOR RESIDENCE DEVELOPMENT
NIEVIERS ROAD
SOUTH WINDSOR CONNECTICUT
DRAINAGE ANALYSIS
REVISE( \L(Z�A2
®EC S 1992
SOUth Windsor
INI.AN9 WETLANDS AGENCY/,
00NSERVATION COMMISSION
i
(203)291-6735
s*lgn
o ossionais, Inc.
o".nyhm- s pbnrws . .utwyom AMW MV'v IIr`I'9Z
441.90 .e.highway.south wkidw..oonn-ftA 00074 im AVJ me-off
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Introduction
The project is located on the east side of Nevers Road approximately
700 feet south of Ayers Road and directly across from the South Windsor
High School. The proposed development consists of the construction of 14
congregate elderly housing units and a paved parking lot with on-site
drainage improvements.
Under present conditions, the site is almost all meadowland with an
existing house and driveway located at the front of the property. The
topography is relatively gentle and slopes toward the road.
The drainage area is approximately 3.5 acres and includes a section
of grassland or meadow to the north and east of the site. Under existing
conditions, runoff is collected through an existing catch basin and storm
sewer on Nevers Road located just south of the site.
Drainage Analysis
The axiom of design for the proposed storm sewer is to utilize pre-
cast concrete drywell structures as an on-site retention system. Inflow
hydrographs for this system were computed using the rational method of
design. Retention basin stage/storage and stage/discharge curves were
computed using BasinA software. Topography was taken from 100 scale Town
mapping for off-site areas and field measurements on-site. Existing pipe
sizes and flow lines were measured in the field. Watershed boundaries
were confirmed in the field, along with existing cover and vegetation. A
100 scale drainage area map of the watershed conditions has been included
iri this report.
The proposed on-site storm sewer system with drywells has been
designed to accommodate the entire runoff volume for a 100 year storm
event, less the volume lost through exfiltration during the storm event.
The assumption was made during drywell design that even for larger
storm events, all flows generated in the watershed reach the catchment
areas. In some cases, two drywells in series have been designed to act as
one retention structure, and the entire drainage system is interconnected
and tied into the existing catch basin on Nevers Road. This connection
is intended as an emergency bypass system. Soil test results indicate a
gravel and sandy soil, with a permeability rate greater than 400 feet per
day. Therefore, as designed, no outflow from the site is anticipated
through the 100 year storm frequency event.
Summary
The proposed development of the site can be accommodated utilizing
the proposed storm drainage system and drywells. This stormwater utility
design effectively minimizes any downstream impacts, and actually decreases
flows to the existing drainage system on Nevers Road.
J
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DESIGN S ORM.j,2 - 100 DATE- //-e, - 9 o�eselonais. Inc. (203) 291-8755
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South Wk",C100 074
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Job Number: 92-611 Date: 11 -07-92 Design By: JJP
" Location: WYNDEMERE COURT Checked by:
Description: CATCH BASIN #1------------ --- ----------- -- ----- ------------ -------------- ---------- - -- -
Design --------- - - -Design Professionals, Inc. *
* 441 -C GOVERNORS HIGHWAY *
* South Windsor, CT 06074 *
* (203) 291 -8755 *
*============================================*
* Detention Basin Analysis - BASINA ver . 1 . 03 *
**********************************************
------------------------------------------------------------------------- -
BASIN ANALYSIS
---------------------------------------------------------------------------
STAGE / STORAGE
-------------------------
Elev. Area Vol .
� ft. s. f. c. f.
0. 00 71 . 2 0 A*
1 . 00 71 . 2 71 A
2. 00 71 . 2 142 A
3. 00 71 . 2 214 A
4. 00 71 . 2 285 A
' 5. 00 71 . 2 356 A
'
* - An A denotes that volumes computes by average and area, and
^_ a C indicates that volumes were computed by a conical method.
Llevation at base of spillway: Not supplied
Initial Pool Elevation: Not supplied
OUTLET CHARACTERISTICS
----------------------
No. Type Flowline Description
--- ---- -------- -------------------
1 Not Specified 0. 00 I-6"xx8' DIA. DBYVELL
2 Not Used
3 Not Used
4 Not Used
� . Jobs Number: 92-611 Date: 11 -07-92 Design By: JJP
� Location: WYNDEMERE COURT Checked by:___
Description: CATCH BASIN #1
�
---------------------------------------------------------------------------
� BASIN ANALYSIS
---------------------------------------------------------------------------
�
STAGE DISCHARGE DATA
�
--------------------
� Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total
� Elev. Discharge Discharge Discharge Discharge Discharge
� ft. c. f. s. c. f. s c. f. s. c. f. s. c f s
� . . .
�
0 00 -- - 0. 00
Job5Number: 92-611 Date: 11 -07-92 Design- By: JJP
Location: WYNDEMERE COURT Checked by:...
Description: CATCH BASIN #1 Storm: 100 year
---------------------------------------------------------------------------
B A S I N A N A L Y S I S
-----------------L---------------------------------------------------------
T I M E A N D I N F L 0 W D A T A
----------------------------------------
Time starts at 0.000 hrs. , time increment 0.042 Hr.
Baseflow is 0. 00 cfs.
HYDROGRAPH POINTS
i 1 2 3 4 5 6 7 8 9 10
-------------------------------------------------------w-------------------
oil 0. 0 0.9 1. 7 0. 9 0. 0 0.0 0.0 0.0 0. 0 on)
10! 0. 0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0.0 0. 0 0.0
201 0. 0 0.0 0. 0 0.0 0.0 0.0 . 0.0 0.0 0. 0 0. 0
3W 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 (--). 0
.1-0 1 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 0. 0 0. 0
5011 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.0
6101. 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0.0
701 0.0 0.0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0
so! 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0
90! 0.0 0. 0 0.0 0. 0 0. 0 o.0 0.0 0.0 0. 0 0. 0
too ., 0. 0 0. 0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0. 0
110 ! 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0
12Q.1 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 O. o
l3ol 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0.0
1401 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0
ISQ! 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 Q, O 0.0
1601 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 O, Q 0. 0
1701 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0
ISO ! 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 0.0
190! 0. 0 0.0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0. 0 0.0
2001 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0
2101 0.0 0.0 0.0 0. 0 0.0 0. 0 0. 0 0.0 0. 0 0.0
2201 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0.0
2301 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 0.0
2401 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0
2501 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0. 0 0.0
2601 0. 0 0.0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0. 0
2701 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0.0
2801 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0
29011 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 0.0
JobiNumber: 92-611 Date: 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT Checked by:...
Description: CATCH BASIN #1 Storm: 100 year
---------------------------------------------------------------------------
W B A S I N R 0 U T I N 0 <<<
,Volume Volume Storage
Time Inflow Outflow In Out Volume Elev.
Qrs) (cfs) (cfs) ( cf) (cf) ( cf) (ft. )
e ---------------------------------------------------------------------------
� 0. 00 0.00 0.00 0 0 0 0. 00
0. 10 1 . 38 0. 48 353-3 65 288 4. 05
0. 20 0. 00 0.44 516 257 259 3. 64
0.30 0. 00 0.24 516 375 141 1. 98
0. 40 0. 00 0. 13 516 439 77 1. 03
0.50 0. 00 0.07 516 474 42 0. 59
0.60 0. 00 0.04 516 493 23 0. 32
0.70 0. 00 0. 02 516 503 12 0. 18
0. 80 0.00 0.01 516 509 7 0. 10
0.90 0.00 0.01 516 512 4 0. 05
1. 00 0. 00 0. 00 516 514 2 0. 03
1 . 10 0. 00 0. 00 516 515 1 0. 02
ROUTING TERMINATED NORMALLY
Job, Number: 92-611 Date: 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT Checked by:...
Description: CATCH BASIN #1
-----------------------------------------------------------------------------
B A 3 1 N A N A L Y S I S
S U M M A R Y OF 0 P E R A T 1 0 N
Maximum Inf low: 1. 7 cfs at 0.08 hrs.
Maximum Outflow: 0.6 cfs at 0. 14 hrs.
Maximum Storage: 346 cubic feet at Elevation 4.86 feet.
Detention time: 0. 1 hours.
ROUTING TERMINATED NORMALLY
Stop at 1. 18
Input Data File: c: \hydr-o\basina\dat\611 .dat
Output Device: c: \hydro\basina\txt\611 -CB1. tx-t
Output interval : 0. 10
Iteration control interval : 10
Job Number: 9 -S1 1 Date: ' 11 Y 07-92 Design By: JJP
Location: WYNDEMERE COURT Checked
Description: CATCH BASIN 02
----------------------------------------------------------------------------
Design Professionals, Inc.
441 -C GOVERNORS HIGHWAY �
South Windsor, CT 06074 �
(203) 291 -8755
Detention Basin Analysis - BASINA ver. 1 . 03
---------------------------------------------------------------------------
B A S I N A N A L Y S I S
---------------------------------------------------------------------------
S T A G E / S T O R A G E
-------------------------
Elev. Area Vol .
ft. s. f. c. f.
0. 00 71 . 2 0 A*
1 .00 71 .2 71 A
2. 00 71 .2 142 A
3. 00 71 .2 214 A
4. 00 71 .2 285 A
5.00 71 . 2 356 A
6. 00 71 .2 427 A
7. 00 71 . 2 498 A
-- An A denotes that volumes computes by average end area, and ,
a C indicates that volumes were computed by a conical method.
Elevation at base of spillway: Not supplied
Initial Pool Elevation: Not supplied
OUTLET CHARACTERISTICS
----------------------
No. Type Flowline Description
_1 Not Specified 0. 00 1-8'x 8' DIA. DRYWELL
2 Not Specified 0. 00 1-81x 8' DIA. DRYWELL
3 Not Used
4 Not Used
Job -Number: 92-611 Date: 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT Checked by: ___
Description: CATCH BASIN #2
---------------------------------------------------------------------------
B A S I N A N A L Y S I S
-------------------------------------------------------------------
STAGE DISCHARGE DATA
--------------------,
Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total
Elev. Discharge Discharge Discharge Discharge Discharge
ft. c. f. s. c. f.s c. f. s. c. f. s. c. f. s.
0. 00 -- -- 0. 00
1.00 0. 12 0. 12 0. 24
2. 00 0. 24 0.24 0. 48
3. 00 0.36 0. 36 0. 72
4. 00 0.48 0.48 0. 96
5. 00 0.60 0. 60 1 .20
6. 00 0. 72 0.72 1. 44
7.00 0. 84 0.84 1. 68
• Job Member: 92-611 Dates 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT Checked
Description: CATCH BASIN #2 Storm: 100 year
---------------------------------------------------------------------------
B A S I N A N A L Y S I S
----------------------------------------------------------------------------
T I M E A N D I N F L O W D A T A
---------------------------------------
Time starts at 0.000 Firs. , time increment 0. 167 Hr.
Basef low is 0. 00 cfs.
HYDROGRAPH POINTS
1 1 2 3 4 5 6 7 8 B 10
---------------------------------------------------------------------------
0! 0.0 0.8 1.6 0. 8 0.0 0.0 0.0 0. 0 0.0 0. 0
10 1 0. () 0. 0 ci.0 0.0 0. 0 0.0 0.0 0. 0 0.0 0. 0
01 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0. 0
301 0.0 0. 0 0. 0 0.0 0.0 0.0 0. 0 0. 0 0. 0 0.0
401 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0
501 0.0 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0
601 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0
801 0. 0 0.0 0.0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0. 0
901 0. 0 0.0 0.0 0.0 0. 0 0. 0 0.0 0. 0 0.0 0. 0
1001 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0 0.0 0. 0 0.0
1101 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 0.0
120i 0. 0 to.to 0. 0 0.0 0. 0 0.0 0.0 0. 0 0.0 0.0
130; 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 0.0
1401 0.0 0.0 0. 0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0
1591 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0 0.O 0.0
160 i 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 W 0.0
1701 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0 0.0 0.0
1801 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0.0 0. 0 0.0 0. 0
1901 0. 0 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0.0
2001 0. 0 0;0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
2101 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0
2201 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0
2301 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0.0 0.0 0. 0 0.0
2401 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0
2501 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0
2601 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0. 0
2701 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0.0
0
2801 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 0. 0
2901 0.0 0.0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0. 0
Job,, Number: 92-611 Date: 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT Checked by: ...
Description: CATCH BASIN #2 Storm: 100 year
-------------------------------------------------------------------------------------
'.'*-.> B A S I N R 0 U T I N G <<<
Volume Volume Storage
Time Inflow Outflow In Out Volume Elev.
( cfs) ( cfs) ( cf) (cf) (cf) (ft. )
0. 00 0. 00 0. 00 0 0 0 0. 00
0. 10 0.49 0.21 89 28 G-2 0. 07
0. 20 0.99 0.61 356 173 183 2. 57
0. 30 1. 48 1.09 802 479 323 4. 53
0. 40 1 . 32 1 . 37 1346 940 405 5. 69
0. 50 0. 82 1. 12 1729 1397 333 4. 67
0. 60 0. 33 0.70 1935 1727 208 2. 92
0. 70 0. 00 0.26 1974 1897 77 1 . 08
0. 80 0. 00 0.08 1974 1951 23 0. 32
0.90 0. 00 0.02 1974 1967 7 0. 10
1 . 00 0.00 0.01 1974 1972 2 0. 03
ROUTING TERMINATED NORMALLY
Job `Number: 92-611 Date; 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT Checked by: ___
Description: CATCH BASIN #:
------------------------------------------------------------------ ---------
B A S I N A N A L Y S I S
S U M M A R Y OF O P E R A T I O N
Maximum Inflow: 1. 6 cfs at 0.33 hrs.
Maximum Outflow: 1 . 4 cfs at 0. 39 hrs.
Maximum Storage: 406 cubic feet at Elevation 5. 71 feet.
Detention time: 0. 1 hours.
**** • ROUTING TERMINATED NORMALLY
Stop at 1 . 10
Input Data File: c: \hydro\basing\dat\611 . dat
Output Device: c: \hydro\basina\txt\611 -CB2. txt
Output interval : 0. 10
Iteration control interval: 10
Job Number: 92-611 Date: 11 -07-92 Design By: JJP
Loc9tion: WYNDEMERE COURT Checked by: ...
Description: CATCH BASIN #3
---------------------------------------------------------------------------
Design Professionalsv Inc.
441 -C GOVERNORS HIGHWAY
South Windsor, CT 06074
(203) 291 -8755
Detention Basin Analysis - BASINA ver. 1 . 03
---------------------------------------------------------------------------
B A S I N A N A L Y S I S
------------------------------------------------!--------------------------
S T A G E / S T 0 R A G E
-------------------------
Elev. Area Vol.
ft. S. f. c. f.
0. 00 71.2 0 A*
1 . 00 71. 2 71 A
2.00 71.2 142 A
3.00 71 . 2 214 A
-' An A denotes that volumes computes by average end area, and
a C indicates that volumes were computed by a conical method.
E14yation at base of spillway: Not supplied
Initial Pool Elevation: Not supplied
OUTLET CHARACTERISTICS
----------------------
No. Type Flowline Description
--- ---- -------- -------------------
I Not Specified 0. 00 1-4'x 8' DIA. DRYWELL
2 Not Used
3 Not Used
4 Not Used
Job-Number: 92-611 Date: 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT Checked by:...
Description: CATCH BASIN #3
---------------------------------------------------------------------------
B A S I N A N A L Y S I S
---------------------------------------------------------------------------
STAGE DISCHARGE DATA
--------------------
Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total
Elev. Discharge Discharge Discharge Discharge Discharge
ft. c. f.s. c. f. s c. f. s. c. f. s. c. f.s.
0. 00 0. 00
1 .00 0. 12 0. 12
2.00 0. 24 0. 24
3.00 0.36 0.36
Job- Number: 92-611 Date: 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT Checked by:...
Description: CATCH BASIN #3 Storm% 100 year
-----------------------------------------------------------------------------
El A S I N A N A L Y S I S
---------------------------------------------------------------------------
T I M E A N D I N F L 0 W D A T A
----------------------------------------
Time starts at 0. 000 hrs. , time increment 0.058 Hr.
Baseflow is 0.00 cfs.
HYDROGRAPH POINTS
I
a 1 2 3 4 5 6 7 8 9 10
--------------------------------------------------------------------------------
0 ! 0. 0 0.3 0. 5 0. 3 0.0 0.0 0.0 0. 0 0.0 0. 0
10 i 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0
201, 0.0 0.0 0.0 0.0 0. 0 0. 0 0.0 0.0 0. 0 0. 0
30 : 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 0.0 0. 0
401 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0
501 0.0 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0.0 0.0 0. 0
Go: 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0. 0
701 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0
Gol, 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0
901, 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0
100i 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0
110i 0.0 0. 0 0.0 0. 0 0. 0 0.0, 0. 0 0.0 0.0 0. 0
12011 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0
1301 0. 0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0.0
1401 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 0.0
15011 0.0 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0.0 p.0 0.0
160 ! 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0 (7-�'.0 0. 0
1701 0. 0 0.0 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0.0 0. 0
180 ! 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0. 0 0.0 0. 0
190 ! 0. 0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 0.0 0.0
2.001 0.0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0
2101, 0. 0 0. 0 0. 0 0.0 0. 0 0.0 0. o 0.0 0.0 0.0
2'x--!'Ol 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0. 0
2301 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0
2401, 0. 0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0
2501 0.0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0
2601 0. 0 0.0 0.0 0. 0 0. 0 0.0 0. 0 0.0 0.0 0. 0
2701 0.0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0. 0
2801 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0
2901 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0. 0
Job 'Number: 92-611 Date: 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT Checked
Description: CATCH BASIN #3 Storm: 100 year
---------------------------------------------------------------------------
>>> B A S I N R 0 U T I N 6 <<<
Volume Volume Storage
Time Inflow Outflow In Out Volume Elev.
(hrs) ( cfs) (cfs) (cf) (cf) (cf) (ft. )
--------------------------------------------------------------------------
0. 00 0.00 0. 00 0 0 0 0. 00
0. 10 0. 44 0. 11 80 14 66 0. 93
0. 20 0. 15 0.21 208 81 126 1. 77
0.30 0.00 0. 12 216 142 74 1. 04
0.40 0.00 0. 07 216 176 40 0. 57
0.50 0.00 0. 04 216 194 22 0. 31
0.60 0.00 0. 02 216 204 12 0. 17
0. 70 0.00 0.01 216 210 7 0.09
0.80 0.00 0.01 216 213 4 O. o5
0.90 0.00 0. 00 216 214 2 0.03
1.00 0.00 0.00 216 215 1 0. 01
ROUTING TERMINATED NORMALLY
4 Job Number: 92-611 Date: 11 --07-92 Design By: J,JP
Location: WYNDEMERE COURT Checked by: ___
Description: CATCH BASIN #3
---------------------------------------------------------------------------
B A S I N A N A L Y S I S
S U M M. A R Y OF O P E R A T I O N
Maximum Inflow: 0.5 cfs at 0. 12 hrs.
Maximum Outflow: 0.2 cfs at 0. 19 hrs.
Maximum Storage: 128 cubic feet at Elevation 1.80 feet.
Detention time: 0. 1 hours.
***** ROUTING TERMINATED NORMALLY
Stop at 1 . 08
Input Data Pile: c: \hydro\basins\dat\611 . dat
Output Device: c: \hydro\basins\txt\611-CP3. txt
Output interval : 0. 10
Iteration control interval: 10
Job Number: 92-611 Date: 11 -07-92 Design by: JJP
Location: WYNDEMERE COURT Checked by: ___
Description: CATCH BASIN #4
----------------------------------------------------------------------------
Design Professionals, Inc. �
441 -C GOVERNORS HIGHWAY
South Windsor, CT 06074 �
(203) 291-8755 �
Detention Basin Analysis - BASINA ver. 1 . 03
---------------------------------------------------------------------------
B A S I N A N A L Y S I S
_______________.___----___-_---__________-__---_--_-____---_--_-_--_-__--_-_
S T A G E / S T O R A G E
-------------------------
Elev. Area Vol.
ft. s. f. c. f.
0. 00 71 .2 0 A*
1 .00 71 . 2 71 A
2. 00 71 . 2 142 A
3.00 71 . 2 214 A
4. 00 71 .2 285 A
5.00 71 .2 356 A
6.00 0 71 .2 427 A
7. 00 71 . 2 498 A
.#. - An A denotes that volumes computes by average end area, ,and. .
a C indicates that volumes were computed by a conical method.
Elevation at base of spillway: Not supplied
Initial Pool Elevation: Not supplied
OUTLET CHARACTERISTICS
----------------------
No. Type Flowline Description
1 Not Specified 0.00 1-81x 8' DIA. DRYWELL
2 Not Used
3 Not C Used
4 Not Used
Job'Number: 92-611 Date: 11 - 07-•92 Design By: JJP
Location: WYNDEMERE COURT Checked by:___
Description: CATCH BASIN #4 Storm: 100 year
-
B A S I N A N A L Y S I S
T I M E: A N D I N F L O W D A T A
---------------------------------------
Time starts at 0. 000 hrs. , time increment 0.042 Hr.
Baseflow is 0. 00 cfs.
HYDROGRAPH POINTS
1 1 i 3 4 5 E 7 8 9 10
01 0. 0 0. 9 1.9 0.9 0.0 0.0 �0.�' --_-0.�'___-��Y{'`---0.t-'--_
101 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.0
201 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0
301 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0. 0 0. 0
40 : 0. 0 0.0 0.0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0. 0
501 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0 0. 0
601 0. 0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0
701 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0.0
801 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0
901 0. 0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0.0 0. 0 C). 0
1001 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0
1101 0. 0 0.0 0. 0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0
1201 0. 0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0. 0
13cl1 0. 0 0. 0 0.0 0. 0 0. 0 0.0 ' 0. 0 0.0 0.0 0. 0
1401 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0.0 0. 0
1501 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0. 0 Q.o 0. 0
16 1 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0. 0
1701 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0
1801 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0
1901 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0. 0
2001 0. 0 0.0 0. 0 0.0 0.0 0. 0 0.0 0. 0 0.0 0. 0
2101 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 0. 0 0. 0
201 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0
2301 0. 0 0.0 0.0 to. 0 0. 0 0.0 0.0 0.0 0. 0 0. ci
2401 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0. 0
2501 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0
2601 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0. 0
2701 0. 0 0.0 0.0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0. 0
2801 1
0. 0 0. 00 0. 0 0.0 0.0 0.0``�� 0.0 0.0 0.0 0. 0
2901 ^+,� 1
Job'Number: 92-611 Date: 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT Checked by:...
Description: CATCH BASIN #4 Storm: 100 year
---------------------------------------------------------------------------
WBASIN ROUTING <X<
Volume Volume Storage
Time Inflow Outflow In Out Volume Elev.
(hrs) ( cfs) ( cfs) Qf) (cf) (cf) (ft. )
------------------------------------------------------------------------------
0. 00 0. 00 0.00 0 0 0 0.00
0. 10 1. 51 0. 53 387 71 316 4.44
0. 20 0. 00 0. 48 565 282 284 3. 98
0. 30 0. 00 0. 26 565 411 155 2. 17
0. 40 0. 00 0. 14 565 461 a4 1. 18
0. 50 0.00 0.08 565 519 46 0.65
0. 60 0.00 0. 04 565 540 25 0. 35
0. 70 0. 00 0. 02 565 552 14 0. 19
0. 80 0.00 0.01 565 558 7 0. 10
0.90 0. 00 0. 01 565 561 4 0.06
1 . 00 0. 00 0. 00 565 563 2 0. 03
1 . 10 0. 00 0. 00 565 564 1 0.02
ROUTING TERMINATED NORMALLY
x Job. Number: 92-611 Date: 11 - 07-92 Design By: JJP
Location: WYNDEMERE COURT Checked by:___
Description: CATCH BASIN #4
---------------------------------------------------------------------------
B A S I N A N A L Y S I S
S U M M A R Y OF O P E R A T I O N
Maximum Inflow: 1. 9 cfs at 0.08 hrs.
Maximum Outflow: 0.6 cfs at 0. 14 hrs.
Maximum Storage: 379 cubic feet at Elevation 5. 32 feet.
Detention time: 0. 1 hours.
***** ROUTING TERMINATED NORMALLY
Stop at 1 .20
Input Data File: c: \hydro\basina\dat\611 . dat
Output Device: c: \hydro\basing\txt\611 -CB4. txt
Output interval : 0. 10
Iteration control interval: 10
Job Number: 92-611 Date: 11 -07-92 Design By: JJP
^ Location: WYNDEMERE COURT Checked by:
Description: CATCH BASIN #5 ---
---------------------------------------------------------------------------
**********************************************
* Design Professionals, Inc. *
* 441 -C GOVERNORS HIGHWAY *
* South Windsor, CT 06074 *
* (203) 291 -8755 *
* Detention Basin Analysis - BASINA ver. 1 . 03 *
**********************************************
---------------------------------------------------------------------------
BASIN ANALYSIS
-------------------------------------------------_-------------------------
STAGE / STORAGE
-------------------------
Elev. Area Vol .
ft. s. f. c. f.
0. 00 71 .2 0 A*
1 . 00 71 . 2 71 A
2.00 71 .2 142 A
3. 00 71 . 2 214 A
* � An A denotes that volumes computes by average end area, and
� a C indicates volumes that l umes were computed by a conical method.
Elevation at base of spillway: Not supplied ,
Initial Pool Elevation: Not supplied '
OUTLET CHARACTERISTICS
----------------------
No. Type Flowline Description
--- ---- -------- -------------------
1 Not Specified 0. 00 1-4"xu8' DIA. DRQWELL
' 2 Not Used
3 Not Used
4 Not Used
�
`
JoUlNumber: 92-611 Date: 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT Checked
Description: CATCH BASIN #5 Storm: 100 year
---------------------------------------------------------------------------
B A S I N A N A L Y S I S
---------------------------------------------------------------------------
T I M E A N D I N F L 0 W D A T A
---------------------------------------
Time starts at 0.000 hrs. , time increment 0. 042 Hr.
Baseflow is 0. 00 cfs.
HYDROGRAPH POINTS
i 1 2 3 4 5 6 7 8 9 10
---------------------------------------------------------------------------
o! 0. 0 0. 2 0. 4 0.2 0. 0 0.0 0. 0 0. 0 0.0 0.0
10 ! 0.0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0. 0
201 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0. 0
301 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.0
401 0.0 0.0 0.0 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0. 0
501 0.0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0
Flo ! 0.0 0.0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0
701 0.0 0.0 0.0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0.0
so! 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0
90! 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0. 0
loo! 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
110! 0.0 0.0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0. 0
1201 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0. 0
1301 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0.0 0.0
140 : 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0. 0 0. 0
1501 0. 0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0. 0
160 ! 0.0 0. 0 0.0 0. 0 0. 0 0. 0 0.0 0.0 Q.. 0 0.0
1701 0.0 0. 0 0.0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0. 0
ISO! 0. 0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0 0. 0
190 : 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0. 0 0.0 0. 0
2001 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0 0. 0 0.0 0.0
2101 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0
2201 0. 0 0.0 0.0 0.0 0. 0 0. 0 0.0 0.0 0. 0 0. 0
2301 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 0. 0 0.0
2401 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
2501 0.0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0.0 0.0
2601 0. 0 0.0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0. 0
2701 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0
2801 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0
2901 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0. 0
JobaNumber: 92-611 Date: 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT Checked by: ...
Description: CATCH BASIN #5 Storm: 100 year
---------------------------------------------------------------------------
>>> BASIN ROUTING <Q,
Volume Volume Storage
Time Inflow Outflow In Out Volume Elev.
Qrs) Qfs) ( cfs) (cf) (cf) (cf) (ft. )
----------------------------------------------------------------------
0. 00 0. 00 0.00 0 0 0 0. 00
0. 10 0. 33 0. 11 83 15 68 0. 96
0. 20 0.00 0. 10 121 61 61 0. 86
0.30 0.00 0. 06 121 8 E3 33 0. 47
0. 40 0.00 0. 03 121 103 18 0. 25
0.50 0. 00 0. 02 121 112 10 0. 14
0. 60 0. 00 0. 01 121 116 5 0. 08
0.70 0. 00 0.00 121 119 3 0. 04
0. 80 0.00 0.00 121 120 2 0. 02
0.90 0.00 0.00 121 121 1 0. 01
ROUTING TERMINATED NORMALLY
Job f`umber: 9 - Gl l Date: 11 - 07-92 Design By: JJP
Location: WYNDEMERE COURT Checked by:___
Description: CATCH BASIN #5
---------------------------------------------------------------------------
B A S I N A N A L Y S I S
S U M M A R Y OF 0 P E R A T I 0 N
Maximum Inflow: 0. 4 cfs at 0. 08 hrs.
Maximum Outflow: 0. 1 cfs at 0. 14 hrs.
Maximum Storage: 82 cubic feet at Elevation 1. 14 feet.
Detention time: 0. 1 hours.
**** • ROUTING TERMINATED NORMALLY
Stop at 0. 01
Input Data File: c: \hydro\basins\dat\G11.dat
Output Device: c: \hydro\basina\txt\611 -CB5. txt
0utput interval : 0. 10
Iteration control interval : 10
Job Number: 92--611 Date: 11 -07--92 Design By: JJP
Location: WYNDEMERE COURT Checked by: ___
Description: YARD DRAINS #3 & #4
Design Professionals, Inc. �
441 -C GOVERNORS HIGHWAY
#' South Windsor, CT 06074 �
(203) 291-8755 �
Detention Basin Analysis - BASINA ver. 1 . 03 �
_________________________w___________-_______^_______-_-___--__
B A S I N A N A L Y S I S
------------------------------------------------------------------------------
S T A G E / S T 0 R A G E
Elev. Area Vol .
ft. s. f. c. f.
0. 00 0 71 . 2 0 A*
1 .00 71 . 2 71 A
2. 00 71 . 2 142 A
3. tit) 71 . 2 214 A
4. 00 71 . 2 285 A
5. 00 71 .2 356 A
6. 00 71 .2 427 A
7. 00 71 .2 498 A
An A denotes that volumes computes by average end area, and. .
a C indicates that volumes were computed by a conical method.
Elevation at base of spillway: Not supplied
Initial Pool Elevation: Not supplied
OUTLET CHARACTERISTICS
----------------------
No. Type Flowline Description
- - -
1 Not Specified 0. 00 1-8'x 8' DIA. DRYWELL
2 Not Specified 0.00 1-81x 8' DIA. DRYWELL
3 Not Used
4 Not Used
^ Job° Number: 92-611 Date: 11 -0'' -92 Design By: JJP
Location: WYNDEMERE COURT
Description: YARD DRAINS #3 & #4 Checked
---------------------------------------------------------------------------
BASIN ANALYSIG
------------------_---------------_--------------------------------------_-
STAGE DISCHARGE DATA
--------------------
Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total
Elev. Discharge Discharge Discharge Discharge Discharge
. c. f. s. .
ft f c. f. s
. s c. f.s. c. f. s. c. f. s
0. 00 -- -- -- -- 0. 00
,
1.00 0. 12 0. 12 -- ^
-- 0. 24
,
2.00 0.24 0.24 - ^
- -- 0.48
- 3.00 0. 36 0. 36 -- ^
-- 0.72
4.00 0.48 0^ 48 -- ^
-- 0. 96
.
5. 00 0.60 0.60 - ~
- -- 1.20
,
6. 00 0.72 0. 72 - ^
- -- 1. 44
7. 00 0. 84 OM ^
� , -- -- 1. 68
'
'
- ^
. .
Job• Number a 9 -611 Date: 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT Checked by: ___
Description: T r YARDDRAINS M -#3 & #4 St 100 year
-_^-----____- ________-- orm: - ..__
B A S I N A N A L Y S I S
__________________________________________________________
T I M E A N D I N F L 0 W D A T A
---------------------------------------
Time starts at 0. 000 hrs. , time increment 0.208 Hr.
Sasef low is 0. Oo cfs.
HYDROGRAPH POINTS
1 2 3 4 5 6 7 8 S 10
---------------------------------------------------_
01 0. 0 0. 9 1. 7 0. 9 0.0 0. 0 0.0 0.0 0.0 0. 0
101 0.0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0. 0
201 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0
301 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0. 0 0. 0 0. 0
401 0. 0 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0. 0
501 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0.0
601 0.0 0.0 0.0 0. 0 0.0 0. 0 0.0 0. 0 0.0 0.0
701 0. 0 0. 0 0.0 0.0 0.0 0. 0 0. 0 0. 0 0. 0 0.0
801 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0
901 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 0. 0 0.0 0.0
100 1 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0. 0 ca. 0 0. 0
1101 0. 0 0.0 0.0 0.0 0. 0 0. 0 0.0 0.0 0. 0 0.0
12P1 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0
1301 0.0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0. 0
1401 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0
1501 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 Q. 0 0. 0
1601 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 0,0 0. 0
1701 0.0 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0.0 0.0 0.0
1801 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0.0
1901 0. 0 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0
2001 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0
101 0. 0 0.0 0.0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0
2201 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0. 0 0.0 0. 0
2301 0.0 0.0 0.0 0.0 0. 0 0. 0 0. 0 0.0 0.0 0. 0
2401 0. 0 0. 0 / '� � ^� y 0�.0 0. 0 0.0 0.0 0.0 / ry0�0. 0 0.0 0 0. 0
c0
y 0. 0
0. 0
2601 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0. 0
2701 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0
2801 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0.
290 1 0.0 0.0 0. 0 0.0 0. t 0. . c i 0.
0 0. 0 0. 0 0.0 0 0, 0 0.00
Job Number: 92-811 Date: 11 -•07-92 Design By: JJP
Location: WYNDEMERE COURT Checked by:___
Description: YARD DRAINS #3 & #4 Storm: 100 year
---------------------------------------------------------------------------
>>> D A S I N R 0 U T I N 6 <<<
Volume Volume Storage
Time Inflow Outflow In Out Volume Elev.
Qrs) ( cfs) ( cfs) ( cf) ( cf) (cf) (ft. )
e ----•-----------------•.------------•----_.--- ----_.-------------------------._._.
. 0. 10 0. 41 0. 17 75 23 52 0. 73
0. 20 0.83 tee. 52 299 145 153 2. 16
0. 30 1. 24 0.91 671 401 270 3. 79
0. 40 1 .65 1 . 31 1192 802 390 5. 48
0.50 1. 38 1 .47 1757 1321 436 6. 12
0.60 0. 96 1. 23 2177 1813 364 5. 12
0.70 0.55 0.87 2449 2192 257 3.61
0. 80 0. 14 0.47 2572 2433 139 1 . 96
0.90 0.00 0. 15 2580 2536 44 0. 62
1 . 00 0.00 0.04 2580 2567 13 0. 18
1 . 10 0.00 0.01 2580 2576 4 0. 05
1 .20 0. 00 0.00 2580 2579 1 0. 02
.l ROUTING TERMINATED NORMALLY *
, Jot Numbers 92-611 Date: 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT
Checked by:
Descriptiono YARD DRAINS #3 & #4 ---
---------------------------------------------------------------------------
BASIN ANALYSIS
S U M M A R Y OF O P E R A T I O N
===========================================================================
Maximum Inflow: 1. 7 cfs at 0.42 hrs.
Maximum Outflow: 1 .5 cfs at 0. 47 hrs.
' Maximum Storage: 441 cubic feet at Elevation 6. 19 feet.
Detention time: 0. 1 hours.
***** ROUTING TERMINATED NORMALLY *****
Stop at 1 . 25
===========================================================================
Input Data File: cm \hydro\basina\dat\611 "dat
Output Device: c: \hydro\basina\txt\611 -YD4. txt
Output interval : 0. 10
Iteration control interval : 10
^
�
�
~
-
-.
. .
�
Job Number: 92-611 Date: 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT Checked b
Description: YARD DRAIN #5 Y' "--
Design Professionalsp Inc.
* 441 --C GOVERNORS HIGHWAY a�
South Windsor, CT 06074 �
* (203) 291 -8755
Detention Basin Analysis - BASINA ver. 1.03 �
- ` T_--
B A S I N A N A L Y SI S -'______________.----
---------------------------------------------------------------------------
S T A G E / S T O R A G E
-------------------------
Elev. Area Vol .
ft. s. f. c. f.
0. 00 71.2 0 A*
1. 00 71. 2 71 A
2.00 71.2 142 A
3.00 71. 2 214 A
4. 00 71.2 285 A
5. 00 71. 2 356 A
- An A denotes that volumes computes by average end area, and
a C indicates that volumes were computed by a conical method.
Elevation at base of spillway: Not supplied
Initial Pool Elevation: Not supplied
OUTLET CHARACTERISTICS
No. Type Flowline Description
-
1 Not Specified 0. 00 1-6'x 81 DIA. DRYWELL
2 Not Used
3 Not Used
4 Not Used
" Job "Number: 92-611 Date: 11 -07-92 Design By: JJP
Location: WYNDEMERE COURT
Checked by:
Description: YARD DRAIN #5 ---
---------------------------------------------------------------------------
BASIN ANALYSIS
' ------------------------------------------_--------------------------------
8TAGE DISCHARGE DATA
--------------------
Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total
Elev. Discharge Discharge Discharge Discharge Discharge
ft. c. f. s. c. f.s c. f. s° c. f.s. c. f. s.
0. 00 -- --
-- -- 0. 00
1 .00 0. 12 -- -- -- 0. 12
2.00 0. 24 --
-- -- 0.24
3. 00 0. 36 --
-- -- 0. 36
,
4. 00 0. 48 -- ^
-- -- 0. 48
5.00 0.60 --
-- -- 0. 60
,
. .
Joe Number: 92--611 Date: 11 -07--92 Design By: JJP
Location: WYNDEMERE COURT Checked b
Description: YARD DRAIN #r by:...
S
...._--_.._--_--------- _------------------------__..__---__--- -o---- �t-�-year.___._._
B A S I N A N A L Y S I S
-----------------------------------------------------------------------------------
T I M E A N D I N E L 0 W D A T A
_______________________________________
Time starts at 0. 000 hrs. , time increment 0. 042 Hr.
Baseflow is C). 00 cfs.
HYDROGRAPH POINTS
5 6 7 .-
-------1- ---------- - ------------ �3 --
Cif 0. 0 0.6 1. 3 0.6 0.0 �0.t�_-__0.to__-`��. �� ____��+t^}____0.t-'_ __
10 i 0.0 0. 0 0. 0 tar. 0 0. 0 0. 0 to. to 0. 0 0. 0 0. 0
201 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0. 0
301 0.0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0
40; 0. 0 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0
0011 0• 0 0. 0 0.0 0. 0 0. 0 0. 0 0.0 0. o 0. 0 0. 0
60; 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0. 0
70; 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0. 0
80 ; 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0
90; 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0
100! 0. 0 0.0, 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0 0. 0
110 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0
121011 0.0 0. 0 0.0 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0. 0
1361 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0
1401 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0
1301, 0.0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0.0 Q. 0 0. 0
160i 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0. 0 t],Q 0. 0
1801, 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0
190! 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0.0
2001 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0. 6 0. 0 0. 0 0. 0
210 ; 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0.0
2201 0. 0 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0.0 0. 0
2401 0. 0 0.0 0.o 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0. 0
2501 1 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0. 0 0. 0
2601 0. 0 0.0 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0.0 0. 0
270; 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 0. 0 0. 0
2801 0. 0 0.0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0. 0
2901 0.0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0
^ Job~ Numbe r: 92 61- 1 Date: 11 -07-92� Design By: JJP
Location: WYNDEMERE COURT � '
Checked by:
Description: YARD DRAIN #5 ---
Storm: 100 year
________________________________________________________ _ _____
>>> B A S I N R O U T I N G <<<
Volume Volume Storage
Time Inflow Outflow In Out Volume Elev.
(hrs) ( cfs) ( cfs) (cf) ( cf) (cf) (ft. )
e ----------------------_--____________________________________________' ____
0.00 0.00 0. 00 0 0 0 0. 00
0. 10 1.03 0. 36 264 49 216 3^^ ``3
0. 20 0.00 0. 33 385 ' 192 193 2^ 72
0. 30 0. 00 0. 18 385 280 105 1 ^ 48
0. 40 0. 00 0. 10 385 328 57 0^ 81
0. 50 0. 00 0. 05 385 354 31 0. 44
0.60 0.00 0. 03 385 368 17 0^ 24
0. 70 0. 00 0. 02 385 376 9 0^ 13
0.80 0.00 0.01 385 380 ' 5 0^ 07
.0 90 0. 00 0 00 38 '. . 5 383 3 0. 04
1 . 00 0. 00 0. 00 385 384 2 0. 02
� 1. 10 0. 00 0. 00 385 385 1 0^^01
ROUTING TERMINATED NORMALLY *****
'
- ^
'
~ .
.
Joh Number: 92-611 Date: 11 -07-92 Design By: JJF'
Location: WYNDEMERE COURT Checked b
Description: YARD DRAIN! # 5 y"---
! �"
--------- -_______._..___
B A S I N A N A L Y S I ,
S U M M A R Y OF O P E R A T I O N
Maximum Inflow: 1. 3 cfs at 0. 08 hrs.
Maximum 0utflow: 0.4 cfs at 0. 14 hrs.
Maximum Storage: 258 cubic feet at Elevation 3.53 feet.
Detention time: 0. 1 hours.
*•**** ROUTING TERMINATED NORMALLY *
Step at 1. 13
Input Data File: c: \hydro\basina\dat\Gll .dat
Output Device: c: \hydro\basina\txt\E11 -YD5. txt
Output interval : 0. 10
Iteration control interval : 10
Job Number. 32-611 Date 12 -02-92 Design By: JJP
v `'Lotation: WYNDEMERE COURT Checked b
Description: YARD DRAIN #6 Y�___
* Design Professionals, Inc.
44 1 -C GOVERNORS HIGHWAY x
South Windsor, CT 06074 �
(203) t 91 -8755 a�
Detention Basin Analysis - BASINA ver. 1 . 03 .�
��•��•�•�•��c••x••�•��c•�•ac••x••�•�*�����*��•�*fit•a4••��••x••r�•�•�••�•�at••rF�•�••�•�•x•it•
_ ________
B A S I N A N A l.. Y S I J _._____._____....._._
---------------------------------------------------------------------------
S T A G E J S T O R A G E:
-------------------------
Elev. Area Vol.
ft. s. f. c. f.
0. 00 71.2 0 A*
1. 00 71.2 71 A
.00 71. 2 142 A
3.00 71. 2 214 A
- An A denotes that volumes computes by average end area, and
a C indicates that volumes were computed by a conical method.
Mevation at base of spillway. Not supplied
Ihitial Pool Elevation; Not supplied
OUTLET CHARACTERISTICS
----------------------
No. Type Plowline Description
-
1 Not Specified 0. 00 1-4'x 8' DIA. DRYWELL
2 Not Used
3 Not Used
4 Not Used
0ob+ Number: 92-611 Dates 12-02- 2 Design By: JJP
Location: WYNDEMERE COURT Checked by:...
Description: YARD DRAIN #6
B A S I N A N A L Y S I S
STAGE DISCHARGE DATA
--------------------
Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total
Elev. Discharge Discharge Discharge Discharge Discharge
ft. c. f.s. c. f. s c. f. s. c. f. s. c. f. s.
1•00 0. 12 - - --
0. 12
• Sbb* Number: 92-611 Date: 12-02-92 Design By: JJP
Location: WYNDEMERE COURT Checked by:___
Description: YARDDRAIN`#6__ Storm:: 100 year
_____ ___. _.._ __________ - -
r - .____
B A S I N A N A L Y S I S
---------------------------------------------------------------------------
T I M E A N D I N F L O W D A T A
---------------------------------------
Time starts at 0. 000 hrs. , time increment 0. 125 Hr.
Basefiow is 0. 00 cfs.
HYDROGRAPH POINTS
1 2 v 4 5 6 7 8 S 10
t_)i 0. 0 0. 3 0. 5 0. 3 0. 0� �0.0____�7��')� �0.0----0.0____0. 0
w'._.-_
10i 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 C 0 0
. a 0.0 0.0
201 0. 0 0.0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0
301 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 iy.0 0. 0
401 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0
50 ; 0. 0 t.). t) 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0. 0
601, 0. 0 0.0 0.0 0. 0 0.0 O.C) 0.0 0.0 0.0 0.0
701 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0 o. t_)
Ot_) i t). 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0
'fit^) ! 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0
100 ; 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0
110i 0. 0 0.0 0.0 0. 0 0. 0 0.0 0. 0 0.0 0.0 0. 0
12Q ! 0.0 0.0 0.0 0.0 0.0 0.0 . 0. 0 0.0 0. 0 0. 0
130; 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0. 0
1401 0.0 0.0 0. 0 0.0 0. 0 0.0 0. 0 0.0 0.0 0.0
1501 0.0 0. 0 0. G 0. 0 0. 0 0.0 0. 0 0.0 t.),. t_) 0.0
16s i 1 0. 0 0.0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0 G. 0. 0
1701 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0. 0
180 ; 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0
190 ; 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0. 0
.001 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0 0. 0
2101 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0
2201 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0
2301 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0. 0 0. 0
2401 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0
2501 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0
2601 0.0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0
2701 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0. 0 0.G 0. 0
2801 0. 0 0.0 0. 0 0.0 0.0
0.0 0.0 C). ta 0. 0 0.0
290 ; 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0. 0 0.0 0. 0
AtIb'Number: 52-611 Date: 12-•02-92
Location: WYNDEMERE COURT Design By: JJf'
Description: YARD-DRAIN-#6 Checked by:___- -_�--µ-N -_----_____Storm: 100 year _____
>>> E A S I F R O U T I F G <<<
Volume Volume Storage
Time Inflow Outflow In Out Volume Elev.
--_ :--- --- -- ---•-•- --- _.
( cf)t- - --- ----•--•---- -- -__.------------------------_.
0. 00 0. 00 0. 00 0 0 0 0.00
0. 10 0.20 0.05
36 6 30 0.42
0. 20 0.39 0. 17 144 44 100 1. 40
0. 30 0. 39 0. 29 303 130 173 2.44
0. 40 0. 20 0. 29 410 238 172
2. 42
0.50 0. 00 0.20 446 328 118 1.65
0.60 0.00 0. 11 446 381 64 0. 90
0.70 0.00 0.06 446 410 35 0. 49
0. 80 0.00 0.03 446 426 19 0. 27
0. 90 0. 00 0. 02 446 435 10 0. 15
1 . 00 0.00 0. 01 446 440 6 0. 08
1. 10 0. 00 0.01 446 442 3 0. 04
1. 20 0.00 0.00 446 444 2 0. 02
1 .30 0.00 0.00 446 445 1 0.01
J *** ROUTING TERMINATED FORMALLY ***
V6b"Number: 92-E11 Date: 12--02-92 Design By: JJF'
Location: WYNDEMERE COURT Checked by:j__
Description: YARD DRAIN #E
___----'---
B A S I N A N A L Y S I S -�____._____.__
S U M M A R Y OF 0 F E R A T I O N
Maximum Inflow: 0. 5 cfs at 0.25 hrs.
Maximum Outflow: 0. 3 cfs at 0. 35 hrs.
Maximum Storage: 181 cubic feet at Elevation 2.55 feet.
Detention time: 0. 1 hours.
ROUTING TERMINATED NORMALLY
Stop at 1 .35
Input Data File: c: \hydro\basins\dat\611.dat
Output Device: c: \hydro\basina\txt\611 -YD6. txt
Output interval : 0. 10
Iteration control interval: 10
- SSW N 8►,
Ole������L��M f ' •
1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
Soe•co� AREA CODE 203/644-2511
December 8, 1992
Brian R. Edwards
26 Pond Lane
South Windsor, CT 06074
Dear Mr. Edwards:
Re: Application #92-43P
At the December 7, 1992 regular meeting, the Inland Wetlands
Agency/Conservation Commission approved with conditions Application
#92-43P - Wyndemere Court - Conservation Plan approval for
construction of a Senior Residence Development on property located at
184 Nevers Road, RR zone as shown on plans prepared by Design
Professionals, Inc. , Job. No. 92-611, dated November 11, 1992 and
revised through December 2, 1992. This approval is subject to the
following conditions:
Two blueprint copies of the entire set of final plans and this
letter reproduced thereon, must be submitted 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 the approval of
the Town Engineer.
3 . The applicant 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 three years and shall expire on
December 7, 1995.
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 final
plans.
7 . We recommend a bond in the amount of $5000.00 to be submitted
to the Planning & Zoning Commission to ensure compliance with
the erosion and sedimentation control measures.
Brian K. Edwards Pane Two December 8, 1992
Application #92-43P
8 . The landscaping plan is to be modified to assure that proposed
landscaping does not conflict with the dry wells to be located
on the site.
9 . Trap hoods shall be installed in catch basin #1, #2, #3, #4,
and #5 on the site.
Very. truly yours,
Elizabeth A. Warren
Chairman
EAW/pmm
cc: Planning & Zoning
Town Engineer
�OVIN 8fq
O
.4 0-14C slo� qd&U&Ot
w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SoR-CO AREA CODE 203/644-2511
December 21 , 1992
Mr . Robert Arsenault
Design Professionals MAR 2.1 1993
433C Governors Highway
South Windsor , CT 06074 South Windsor
INLAND WETLANDS AGENCY/
RE : Wyndemere Court Senior Residence Development CONSERVATION COMMISSION
Nevers Road, South Windsor
Dear Mr . Arsenault :
The South Windsor Water Pollution Control Authority, at its regular
meeting of December 15 , 1992 , approved the 14 unit Wyndemere Court
Senior Residence Development on Nevers Road, as detailed on plans
entitled "Wyndemere Court Senior Residence Development, Nevers Road,
prepared by Design Professionals, Inc . , Project #92-611 , Dated
11/11/92 , Last Revision 12/ 02/92, subject to -the following conditions :
1 . Town Engineering technical approval obtained;
2 . Town Council approval for granting of an easement across
Town property, if so required;
3. Installation of 4 inch sewer laterals inside units and
6 inch sewer laterals outside of the units ;
4 . Installation of lateral to serve. property to the North and
said lateral to extend to property line and have two clean-
outs as shown on the plans .
5 . Final Authority approval and acceptance of the sanitary
sewerage system will be given once sewer has been
installed and inspected by the Town staff, and based
Mr . Robert Arsenault -
December 21 , 1992
Page 2
upon the written verification of the Town staff that
said sanitary sewer was installed by the developer in
substantial conformance with the design plans previously
approved by the Authority, and meeting all Town regulations
and appropriate technical specifications relating to sanitary
sewer construction ; and
5 . This approval letter must be superimposed into the final
approval plans .
Very truly yours ,
Jo ph ino, Chairman
Water Pollution Control Authority
Town of South Windsor
cc: Jean E . Zurbrigen , Town Manager
Michael J. Gantick , Director of Public Works
Jerry lazetta, Town Engineer
Marcia Banach, Director of Planning
John Collins , Chief Building Inspector
John McCahill , Zoning Enforcement Officer✓