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HomeMy WebLinkAboutRESUBDIVISION (33) TOWN OF SOUT H WINDSOR CEP 27 INLAND WETLANDS AND WATER COURSES South Windsor INLAND WETLANDS AGENCY) APPLICATION CONSERVATION COMMISSION THIS APPLICATION, ONCE INFORMATION IS COMPLETE,_ INLAND WLTLANDS AGENCY ACTION- (SEE BACK OF THIS FORM), SHALL BE RECEIVED T THE _ REGULARLY SCHEDULED MEETING OF THE AGENCY A APPLICATION NO. TOWN HALL. DATE � THIS APPLICATION MUST BE FILED OFISOUTH TRIPLICATE WiND ORABY RECEIVED THE OFFICE OF THE TOWN CLERK FIRST PUBLIC HEARING DATE —� 12 NOON AT LEAST 14 DAYS PRIOR TO THE OF MAPS (if necessary) REGULAR MONTHLY MEETING DATE. COMPLETED APPLICATION OR PLANS MUST BE SUBMITTED TO THE TOWN ENGINEER PERMIT GRANTED DATE - AT LEAST 14 DAYS PRIOR TO THE FIRST REGULAR PERMIT DENIED DATE MONTHLY MEETING DATE. PLEASE PRINT OR TYPE. G & R Realty 278-4158 1. APPLICANT y TEL. NO. C 0 P.A.L. Investment Gr�i CITY STATE West Hartford, CT 06107 ADORES' 61 0. Main Street 2. OWNER MG Realty TEL. NO. 278-4158 C/O Arnold Greenber ADDRESS 61 So Main. Street, Lite 211CITY b STATE West Hartford CT Of�l Q7 3. LOCATION OF PROPEATY__� Nutmeg and South Satellite Road (SEE ATTACHED MAP) _ NAMES OF ADJACENT PROPERTY OWNERS STATE CLEARLY AND BRIEFLY 5. PURPOSES AND DESCRIPTION OF THE PROPOSED ACTIVITY,AND THE TIME ELEMENT INVOLVED: an Industrial Resubdivision of Lots 1 through 21 including Parcel A and Parcel B ATTENTION: THE APPLICANT UNDERSTANDS THAT THIS APPLICATION !S TO BE CONSIOETHD COMPLETE ONLY WHEN ALL INFORMATION & DOCUMENTS REQUIRED_ BY AG_EN_CY.HAVE BEEN SUBMITTED. . APPROVAL MAY ALSO BE NECESSARY FROM THE PLANNING AND ZONING COM- MISSION. AN APPLICATION FEE IS REQUIRED. CONSULT TrU�$,EGULATIONS (SECTIONS 6.9, 6.9a and 6.9b). amp A SIGN IS REQUIRED. CONSULT THE ( 6.3a). 'LEASE DIRECT ALL ENQUIRIES & NOTICES TO: SIGNED: ' William E. Grace, Esq. (Apptican;9i lla E a Attorney for 479 Buckland Road IgeR alty South Windsor, CT 06074 (644-1528) (Own William'E. Grace, Atto ney for Revised 8/12/85 MG Realty CHECKLIST FOR REQUIRED INF ORMAT ION 6. APPLICANT HAS HAD MAPS AND PLANS CERTIFIED BY SOIL CONSERVATION SERVICE;TO VERIFY COMPLETE COMPLIANCE WITH CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL ( AS PER HANDBOOK, AS AMENDEDED, AND PUBLIC ACT 83-3 88, AS Ah1ENDED. DATE OF CERTIFICATION APPLICATION INFORMATION COMPLIES WITH AGENCY'S -' REGULATIONS ( SECTIONS 7.1. a through j. 80 REQUIRED FEE HAS BEER PAID. DATE RECEIV ED 1 9, APPLICANT ( OR DESIGNATED REPRESF-UTATIVE)HEREBY ATTESTS THAT A S WI BEOSTEP THE FOLLOWING LOCATION(S) � `/G r-1 wOW BY /��L �'f'� ( NAME ) . ON OR BEFORE �' FOLLOWING OWhE ING DATE L � SIGNATURE THIS APPLICATION IS FOUND TO BE COMPLETE AND NOW (QUALIFIES FOR PLACEMENT ON THE AGENCY'S AGENDA:. DATE SIGNATURE Town Engineer Agency Sec'y Agency Chairman THIS APPLICATION IS INCOMPLETE BECAUSE OF THE FOLLOWING NUMBERED ITEMS ( FROM ABOVE ) AS CHECKED BELOW: �1 2 4 -----r 5 6 7 a g TOWN OF SOUTH WINDSOR INLAND WETLAND, WATERCOURSES AND CONSERVATION APP CATI F�) APPLICATION #. �" / DATE RECEIVED �� indsor South C AGEN '�1 ► ' ANC VV VTLANflS INSTRUCTIONS Wr4SERVATIoN 1. The application, map and plans must be submitted in triplicate, together with the fe set forth in the Inland Wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (See Regulations, Section VI). 2. The S uth Windsor Inland Wetlands, Watercourses and Conservation Regulations should b reviewed with respect to the standards and criteria for application evaluation. (See Regulations, Sections VIII - X). 3. The applicant understands that this application is to be considered complete only when all information and documents required by the Agency have been submitted. (See Regulations S ction VII). A. APPLICANT'S NAME G & R Realty _ C/O P.A.L. Investment Group ADDRESS 61 South Main Street, Suite 211, West Hartford CT 06107 PHONE: (HOME) (WORK) 278-4158 B. LEGAL OWNER'S NAME: MG Realty C/O Arnold Greenberg ADDRESS C/O Arnold Greenberg, 61 South Main Street, Suite 211, West Hartford CT 06107 PHONE: (HOME) (WORK) 278-4158 (List additional owners, addresses, and phone numbers on back of application). C. IF THE APPLICANT IS NOT THE OWNER OF THE SUBJECT PROPERTY, A LETTER BY THE PROPERTY OWNER(S) AUTHORIZING THE PROPOSED REGULATED ACTIVITY SET FORTH IN THE APPLICATION MUST ACCOMPANY THIS FORM AND WILL BE PART OF THE APPLICATION. D. PROJECT NAIL: (if any) Nutmeg Commercial Cent 1. Contact Person (if further information is needed). William E. Grace, 1740 Ellington Road. South Windnnr rT 06074 644 AR97 E. THE GEOGRAPHICAL LOCATION OF THE PROPERTY WHICH IS TO BE AFFECTED BY THE PROPOSED REGULATED ACTIVITIES INCLUDING A DESCRIPTION OF THE LAND IN SUFFICIENT DETAIL TO ALLOW IDENTIFICATION OF THE PROPERTY ON THE INLAND WETLAND AND WATERCOURSES MAP. Nutmeg and South Satellite Road PAGE 1 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 WITH THE CURRENTLY EFFECTIVE INLAND WETLAND, WATERCOURSES AND CONSERVATION REGULATIONS OF THE TOWN OF SOUTH WINDSOR. 2. HE/SHE UNDERSTANDS THAT AT ANY TIME DURING THE REVIEW 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 REVIEW SHALL BE CONSIDERED FACTUAL, OR IN THE CASE OF ANTICIPATED ACTIVITY, BINDING. A KNOWING FAILURE OF THE APPLICANT OR ANY OF HIS/HER AGENTS TO PROVIDE CORRECT INFORMATION, OR PERFORMANCE EXCEEDING THE LEVELS OF ACTIVITY ANTICIPATED, SHALL BE SUFFICIENT GROUNDS FOR REVOCATION OF ANY PERMIT UNDER THESE REGULATIONS . 4. BY MAKING THIS APPLICATION, THE APPLICANT GIVES PERMISSION TO THE INLAND WETLAND, WATERCOURSES AND CONSERVATION COMMISSION MEMBERS AND/OR ITS REPRESENTATIVE TO ENTER THE PORTIONS OF THE PREMISES WHICH ARE SUBJECT OF THE APPLICATION FOR THE PURPOSE OF INSPECTION AND INVESTIGATION AND OTHERWISE EVALUATING THE MERITS OF THE APPLICATION BOTH G RE O EaAND� AFTER F DECISION HAS BEEN ISSUED. By Date William E. Grace, Attorney for Applicant Received and filed at the office of the Planning Department this day of 19_, ' Signatur of Agent Date FEE RECEIVED YES_ NO AMOUNT DATE RECEIVED by HEARING DATE HEARING ADV. (1)`(2) PERMIT GRANTED DATE PERMIT DENIED DATE PAGE 3 September 27, 1988 G & R Realty C/O P.A.L. Investment Group 61 South Main Street Suite 211 West Hartford, CT 06107 RE: NUTMEG AND SOUTH SATELITE ROAD, SOUTH WINDSOR Dear In accordance with the regulations of the Inland Wetlands Agency/Conservation Commission we hereby give you this noti of an application filed this date by G & R Realty for an ce Industrial Resubdivision on property owned by MG Realty and located on the easterly side of Nutmeg Road and the south erly side of South Satellite Road and which abutts your .pro ert P y The application and plans are on file at the South Windsor Town Hall, 1540 Sullivan Avenue, if you desire further information please contact the Planning Department, 644-25 11. Respectfully, G & R Realty By Victor RisCassi Colaluca, Dolores M. and Monica D. 35 Sharon Drive, Sullivan, Frank N. and Helen J. 25 Sharon Drive 100/ Allen, Edith A. 15 Sharon Drive V Goiangos, John Jr. and Claudia A. 11 Sharon Drive Donlin, William F. M. and Gloria L. 205 Hilton Drive Cavallaro, Elio R. and Nancy D. 195 Hilton Drive v Nichols, Stanley F. and Elaine D. 187 Hilton Drive,) Moraza, William J. 171 Hilton Drive✓ Dickson, Thomas J. and Kathleen V. 155 Hilton Drive✓ ,Hichborn, George W. Jr. and Beverly F. 79 Hilton Drive✓ Normandin, Joseph L. and Theresa A. 139 Hilton Drive Baribault, John B. and Dolores S. 131 Hilton Drive✓ Clyburn, James C. and Helene H. 123 Hilton Drive Trantolo, John P. and Stack, Joan E. 115 Hilton Drive' Merrill, Roger R. and Evelyn G. 109 Hilton Drive Padegimas, Donald J. and Catherine A. 101 Hilton Drive Manzi, Andrew S. and Shirley A. 95 Hilton Drive./ Sansone, Anthony J. and Virginia A. 87 Hilton Drive`/ Hichborn, George W. Jr. and Beverly F. 79 Hilton Drive-/ Picard, Nelida A. 71 Hilton Drive` Couture, Joseph B. and Joan C. 61 Hilton Drive Cyr, Adrian and Anne 53 Hilton Drive✓ Reis, Dora 43 Hilton Drive'/ Frechette, Linda L. 51 Sharon Drive Maytubby, Lyman J. and Jane 57 Sharon Drivel Sills, Denis Ramsey and Lavon C. 65 Sharon Drive` Convertino, Nicholas D. and Linda G. 75 Sharon Drive Hoffman, Anthony M. and Anne M. 77 Sharon Drive DePietro, Gene A. 450 Pleasant Valley Road DePietro, Gene 428 Pleasant Valley Road/ J.E. Shepard Co. 200 Sullivan Avenue-/ Fishman, Peter and Ruth R. Pleasant Valley Road Dynamic Controls Corp. 8 Nutmeg Road South . . . -Is October 14, 1988 FVSS&aNEILL OCT 141 consulting engineers Vic RisCassi South win; ,30r V. I.C. Builders Inc. INLAND WETLANDS ACENDYi 2 Wethersfield Avenue CONSERVATION COMMMWN Hartford, CT 06114 Dear Vic: I am writing per your request to address the comments in the letter of October 5, from John McCahill to the Inland Wetlands Agency. In response to Comment 1: The note on the plans reads, "Approximately 1/2 area of wetlands to be filled" . This is a misprint. The note should, "Approximately 1/2 acre of wetlands to be filled" . The amount of fill to be placed in wetlands as a result of the road construction associated with this application is approximately 500 cubic yards. It is my understanding that you will address Comment No. 2 by forwarding the soil scientist report to the Town. In response to Comment No. 3, the tree line is shown on the 40 scale plans in the northeast corner of the site indicating that- it is in fact wooded as stated in the comment. Wetlands are also shown in this location. In response to Comment No. 41 detention calculations have been computed for 2, 10, 25, 50 and 100 year storms. A copy of these will be provided to the Town to supplement the drainage computations for the storm sewer system that were already submitted. Comment No. 5 addresses drainage ditches which exist on site. As you are aware, this site has been used as farmland and the ditches were dug in conjuction with that activity. I hope this addresses your concerns in this matter. If you have any questions or require any further information, please do not hesitate to contact me. Yours truly, Christopher 0. Stone, P.E. /Pj g cc: John Shemo 87-131 Corres. 1014A88COS 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 ano BRIDGES• SL'RVEYING•LANDSCAPE ARCHITECTURE•TRANSPORTATION and TRAFFIC• PUBLIC WORKS MANAGEMENT•HYDROGEOLOGY C rT-OmI� a-PSau� ?dzn� e � U 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ��psoR,co�� AREA CODE 203/644-2511 October 21, 1988 Denise Conklin Hartford County Soil and Water Conservation District 1101 Kennedy Road Windsor, CT 06095 Dear Denise: Re: Application #88-92P - Nutmeg ReSubdivision At the October 17, 1988 meeting of the South Windsor Inland Wetlands Agency/Conservation Commission, a request was made to forward the above noted plans to your office for your review and input. The commission would like input with regards to the effect this project will have on the wetlands and drainage in the area. If you should have any questions, please don't hesitate to contact the Planning Department, 644-2511 Ext. 253. _ V ry Truly Yours, John Moran, Jr. Chairma JMMJr/pmm �"E11T T SOILS CONSULTING ICE HENRY T. MOEI.I.ER 139 MULLS HILL ROAD SOUTHBURY. CONNECTICUT OGASS r[OOLOa1ST 1lOIL !CI9MT1ST1 ANO CONSULTANT PHONE: 12031 ZGA-6977 November 7, 1988 ON-SITE SOILS INVESTIGATION OFT_ IN SOUTH WINDSOR, CT. I have conducted an on-site soils investigation of the property located between South Satellite Road and Pleasant Valley Road in South Windsor, Connecticut. The principal purpose of this soils investigation was to identify and map the poorly drained and very poorly drained soils or "wetlands" as defined under the Inlands Wetlands Act. Because of the many open areas on the property, the alternations due to agriculture, and some extremely dense areas, the wetland soils were located by intensive field investigation and aerial photo interpretation. This is the same procedure in standard soil survey but in far more detail. In this soils investigation and report, the classifications of the soils, soil textures, descriptive terms, and drainage classifications follow the guidelines and criteria of the National Coopera- tive Soil Survey. FINDINGS---- The property lies on a nearly level outwash plain. The soils are sandy and much of the property was under intensive agriculture up to a few years ago. The forested areas were not farmed for many ,nears and thus are extremely dense. The soils through- out the cleared fields have been disturbed and graded years ago to eliminate depres- sions and wet areas. Drainage��ditches were also dug to divert and drain water from the land. Because of the land smoothing operation, former wetlands cannot be accurately identified or flagged in the field. The boundaries are best mapped using CP the aerial photos along with intensive field investigation. Not all holes were logged. On the west side in lots 2, 3, 13, and 14, a small area of soils appears to be poorly drained on the south side of a ditch. The area was graded and under intensive agriculture, and was managed a part of the entire open field of moderately well i4 to well drained soils. The ditch continues to the south and into the main wetland along the southern boundary line in lots 4, 14, 15, 16, 17, and 18. The wetland soils described' above on the west side consist of the Walpole sandy loam, variant, 0 to 3 percent slopes. For more detailed information, see the last section of this report. A second area of poorly drained soils occurs in the southeast section of the open fields in lots 16, 17, and 18. This area is connected to the long narrow _ wetland that is parallel to the southern property boundary. However, the open field is substantially higher in elevation above the long narrow wetland in the wooded area. This portion of the open field has also been disturbed due to land smoothing and was also managed as a moderately well to well drained soil as part of the entire field. This soil consists primarily of loamy sand surface over sand, fine sand, and coarse reddish sand. This soil is also the Walpole sandy loam, variant, 0 to 3 percent slopes. t SOILS INVESTIGATION OF VUT`.1EG CC,\t11ERICI.IL CE\ITTE___; lost, but would better control water movement of surface runoff and maintain be control of the water table on the property. The water table would still exist at approximately the present level. The main wetla n3 located in the wooded area at the rear of lots 14 to 18 will be preserved and will -receive water from the rest of the property at a more controlled rate than under present conditions. Presently there is very little water detention on the property, except for those areas already devel- oped. The three isolated wetlands do not receive water from a large enough water- shed area to be significant and they do not have any outlet. The main wetland located along the south property boundary will be preserved as a forested wetland. It will also continue to function as the main drainageway that receives runoff and seepage from the rest of the property. The detention ponds will reduce the peak flows into the main wetland. The detention ponds will also provide diversity for wildlife because they are water bodies that provide edges and contrasting environments to the wooded areas. The main wetland area will also provide a buffer to neighboring properties and will be very effective because it will remain in forest vegetation. While the land use will change, the wetlands will be more diversified and will control surface and subsurface water flowing through the property. The water table level will remain- approximately at the same elevations. The most critical, wetland which receives most of the water will be preserved and continue to function as a water course and a buffer to neighboring properties. If there are any questions, please do not hesitate to contact me. Respecfully submitted, /. Henry Moeller LOG DATA DOME BY HAND AUGER---- Soils that are labeled a "variant" are outside of the range of characteristics in one or more criteria, such as colors, textures, or horizons. However, they are still very close to the central concept of the named soils. They also have the same interpretations as the named soils. On the property most of the soils have been altered due. to land smoothing or have an unusually thick topsoil. TI Merrimac sandy loam, variant. 8/26/83. Well drained. A 0 to 25 inches. Dark reddish brown sandy loam grading into loamy sand, surface colors and textures mixed, disturbed, friable Bsm 25 to 32 inches. Dark reddish loamy sand, firm, ortstein. C 32+ inches. Reddish brown sand and loamy sand, red and gray mottles, loose. #2 Merrimac loamy sand, variant. 8/26/88. Well drained. Al 0 to 3 inches. Light reddish brown loamy sand, friable. A2 3 to 15 inches. Dark grayish brown loamy sand, friable. A3 15 to 18 inches. Dark grayish brown loamy sand, friable, fewdistinct red mottles. Bw 18 to 25'inches. Light reddish brown loamy sand, friable. C1 25 to 35 inches. Gray loamy sand, many distinct gray mottles, friable. C2 35+ inches. Gray sand, loose, saturated at 38 inches. #3 Sudbury sandy loam, variant. 8/26/88. Moderately well drained. G LS INVESTIGATION. OF NUTMEG COM4ERCIAL CENTRE,, HTtii 11/7/88 In the northeast co rner Of "he which are located in extremely denseDfoperty, there are three se ara are located in lots 8, 9, 20 and � °Test and shrub vegetation. to depressions marily of sand with a fine sand -1' The soils in these depressions depressions places overlying the sand subsoil Ia d substroam surface.atum. Silt loam s Consist pri- the Walpole sandy loam stratum, topsoil so is present in because it does not co�� t elnt, 0 to �3p The closest soiltea�rcent slo es. This soil is a variantain is series. Ori g Y tit witthe range of characteriI oinally this area was ma ics for the Walpole drained soil. However Peed as the Scarboro pole 'very Poorly , this arca just does not have the necessary m' a very Y P y drained and in some areas for even poorly Y Poorly P rly drained, mottling for These depressions are isolated and have no large watershed area supportingoutlets. these depressions is dependant primarily rimathem� • It appears that the degreeThey sofdo not have a will fluctuate with the season of the Year.on the elevation of the will of and early spring and become on Year. These areas are a which y in summer and fall- during mosPonded in late winter The most important wetland consists of a channeled Years. rear parallel to the southern boundary brook that cuts across the by the topography and functions primarily the property. This brook is well de-' agricultural drainage in the area and it drain s a drainage channel. tined above. Small areas of alluvial soils occuroff areas of wetlandtsoilsdde ug for and straightened for more efficient along the brook. scribed wooded portion of the prooertyl rater movement. The brook was channeled The brook is well within the areas that pond and are subject to flooding primarily as a drainage:,ray With minor soils in the open fields are at a higher elevation As described above, the poorl drained the brook or as a fie ds are of the brook, Theevation and do not function as part of 7 feet higher in elevation above the brook c an open fields are approximately PPTorimately 3 to CONCLUSIONS-___ It is proposed to subdivide the property into 21 of the lots along Nutmeg Road have already been a lots in a of the Level to very Commercial zone. Four oently sloping pproved. The entire property is soils have a high and consists ofpermeable .,+ater table and thus the soil dranagelassifca . moderately well drained�to4, e sandy soils. These Poorly drained. rained except for those areas still tclassif range as from The agricultural drainage and land alterations areas and changed the soil moisture regime of other smoothing was designed to maintain the water removed wetland soil areas. The drainage and the land remove ponding of depressions due to topography.able at the present elevation and _ -- - • - In the proposed subdivision the wetlands that used in the pas t would be filled or removed t have been disturbed and intensivel drainage and subsurface water would be care hrough draina e. Y through the property fully controlled in elevati9 the surface P perry with the drainage system. The three isolated n and flow 8' 9, 20, and 21 would also be filled and lated wetlands in lots no drainage outlet at drained. These areas of wet soils have and a series of detention sPonds The combination of storm drains uld not only replace muh ofthe in entre Circle wetland soil area SOILS INVESTIGATION OF NUTMEG CO-41ERICI.:L CwTRL----4 11 �-,'s s A 0 to 14 inches. Dark grayish brown sandy loam, friable. Bwl 14 rn 20 inches. Lim �ht reddish brown loamy sand, faint gray mottles Bw2 20 to 30 inches. Light brown loam friable. C1 30 to 40 inches. Gray fine sand, thin nlensesaOf e' no mottles. C2 40+ inches. Gray fine sand, loose, saturated. fine sand and coarse silt, friabl : T4 Sudbury sandy loam, variant._ 8/2 A 0 to 10 inches. Dark gray and brown tine8sanaivdlr3tely well drained. Bwl 10 to 15 inches. Reddish brown loamy sand, few oam, trlabla, disturbed. Bw2 15 to 20 inches. Light reddish brown loamy sand, no tmot ay mottles, friable. Cl 20 to 30 inches. Reddish brown loamy sand, few distincttles, loose. loose. red and gray mottles, C2 30+ inches. Gra- sand, loose, saturated. #5 Walpole sandy loam, variant. 8/26/88. Poorly drained. Al 0 to 10 inches. slack vine sandv loam, friable.A2 10 to 17 inches. Black fine sandy loam, friable, man distinct Bsm 17 to 20 inches. Dark red sand, firm, ortstein, y nct gray mottles. C 20+ inches. Grayish brown sand, many faint gray mottles, loose sat 25 inches. saturated at #6 Sudbury sandy loam, variant. 8/26/88. Moderately A • to 12 inches. Dark grayish brown sandy loam, friable,well drained. Bw 12 to 20 inches. Reddish sandy loam, friable, many distinct red mottles distinct gray mottles, t,.les, common C1 20 to 30 inches. Gray sand, loose, medium and coarse. C2 30 to 36+ inches. Grayish brown sand, many faint gray mottles saturated ted at 36 #7 Walpole sandy loam, variant. 8/26/88. Poorly drained. A 0 to 10 inches. Dark gravish brown sandv loam, triable.3w 10 to 23 inches . Reddish brown loamy coarse sand, loose. C1 23 to 30 inches. Gray coarse sand 1 Oose few faint gray C2 30 to 42+ inches. Gray coarse sandy loam, few gray mottles,Lsats. o saturated at 42 inches. #8 Walpole sandy loam, variant. 8/26/88. Poorly drained. A 0 to IO inches, Dark gravish brown sandy loam, friable. Bw 10 to 19 inches. Yellowish brown medium' and coarse sand, loose. C1 19 to 30 inches. Gray medium sand, loose. 30+ inches. Gray medium sand, loose, many yellowish brown distinct mottles fewdistinct manganese concretions, saturated at 38 inches. T9 Sudbury loamy sand, variant. 8/26/88. Moderately well drained. A 0 to 15 inches, Dark gravish brown loamy sand, triable. Bw 15 to 20 inches. Licht brown medium sand, loose, few distinct reddish mottles. C 20 to 30 inches. Brownish gray medium sand, loose, many distinct few faint gray mottles, no saturation. red mottles, #10 Sudbury loamy sand, variant. 8/26/88. yoderatel well dr A 0 to lb inches. Dark brown sandy loam, friable, y alned. Bwl 16 to 23 inches. Reddish brown loamy sand, friable. Bw2 23 to 28 inches. Reddish brown loamy sand, many distinct reddi few faint gray mottles, friable. sh mottles, C 28 to 35+ inches S. Coarse sand and fine gravel, many disc' mottles, faint gray mottles, saturated at 36 inches, distinct reddish " 1 SOILS I:IVESi1CATION OF `lU711EC n CPC-AL - L. HT'I ' '33 TWETT.ayD SOIL DESC�gIPTIONS--__ WdA Wa1D0le sandy loam This is a poorly drained variant, 0 to 3 percent slopes. face horizon and subsoil teYtureslranQeloped in sand or sand and v to sand or sand and Q ,e from fine sandy loam to ,ravel . is near the surface from elatenges from I8 to 3p sandy loam lire sur- year the water table r fall throu inches. A seasonal water tab Depth through early s g. burin as sandy, mixed acid y drop to 6 feet-or -dee er. prin g dry times of the On the , mesic Aeric HaplaqueptsP The Walpole series property this soil is a variant because is classified 10 to 17 inches. In places the subsoil the topsoil is sand. The subsoil is also with i1 is too coarse ranging very thick ranging fragments or gravel. Y weakly developed. This soiD�Qfrom loamy sand to generally lacks coarse i � 1 NOV 0 lgg� Scat ith Windsor Manning & Loning Commission **i-**************}80-80 LIST OF INPUT DATA FOR TR-20 HYDROLOGY****************** q JOB TR-20 FULLPRINT SUMMARY NOPLOTS TITLE 001 NUTMEG 87131 DETENT 3 STRUCT 01 8 67.5 0.0 0.0 8 68.0 3.91 1.31 8 68.5 7.82 2.71 8 69.0 10.94 4.16 8 69.5 15.63 5.65 8 70.0 19.14 7.19 9 ENDTBL 3 STRUCT 02 rr 8 63.0 0.0 0.0 8 63.5 3.91 1.00 8 64.0 7.82 2.02 8 64.5 10.94 3.07 8 65.0 15.63 4.14 8 65.5 19.14 5.24 9 ENDTBL 6 RUNOFF 1 001 6 0.037 63.0 0.25 1 1 6 RESYOR 2 01 6 7 67.5 1 1 6 RUNOFF 1 002 6 0.039 83.0 0.25 1 1 6 ADDHYD 4 002 6 7 5 1 1 1 6 RESYOR 2 02 5 1 63.0 1 1 1 1 ENDATA 7 INCREN 6 0.10 7 COMPUT 7 001 02 0.0 3.15 1.0 2 2 01 02 ENDCMP 1 7 CONPUT 7 001 02 0.0 4.80 1.0 2 2 01 10 ENDCMP 1 7 COMPUT 7 001 02 0.0 5.40 1.0 2 2 01 25 ENDCMP 1 7 COMPUT 7 001 02 0.0 6.15 1.0 2 2 01 50 ENDCMP 1 7 COMPUT 7 001 02 0.0 6.85 1.0 2 2 Of 99 ENDCMP 1 ENDJOB 2 OF 80-80 s TR20 XEQ 10-12-88 12:05 NUTMEG 87131 DETENT JOB 1 PASS 1 REV PC 09/83(.2) PAGE 1 EXECUTIVE CONTROL OPERATION INCREM MAIN TIME INCREMENT = .10 HOURS RECORD ID EXECUTIVE CONTROL OPERATION COMPUT FROM XSECTION 1 TO STRUCTURE 2 RECORD ID STARTING TIME = .00 RAIN DEPTH = 3.15 RAIN DURATION= 1.00 RAIN TABLE NO.= 2 ANT. MOIST. COND= 2 ALTERNATE NO.= i STORM NO.= 2 MAIN TIME INCREMENT = .10 HOURS N_ OPERATION RUNOFF CROSS SECTION 1 OUTPUT HYDROGRAPH= 6 AREA= .04 SO MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.06 43.10 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 1.57 WATERSHED INCHES, 37.52 CFS-HRS, 3.10 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE 1 INPUT HYDROGRAPH= 6 i OUTPUT HYDROGRAPH= 7 SURFACE ELEVATION= 67.50 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.95 4.55 68.08 RUNOFF VOLUME ABOVE BASEFLOW = 1.52 WATERSHED INCHES, 36.30 CFS-HRS, 3.00 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDROGRAPH= 6 AREA= .04 SO MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.06 45.43 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 1.57 WATERSHED INCHES, 39.54 CFS-HRS, 3.27 ACRE-FEET; BASEFLOW = .00 CFS OPERATION ADDHYD CROSS SECTION 2 INPUT HYDROGRAPHS= 617 OUTPUT HYDROGRAPH= 5 PFAK TTNF(HRR1 PFAK DISCHARSE(CFS) PEAK ELEVATION(FEET) tlME(hRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .08 SQ.-"I. 8.00 DISCHG .00 .00 .00 .00 .00 .00 .01 .02 .04 .06 9.00 DISCHG .08 .10 .13 .16 .19 .21 .24 .29 .33 .36 10.00 DISCHG .39 .44 .49 .54 .63 .71 .81 .96 1.10 1.27 TR20 XEQ 10-12-88 12:05 NUTMEG 87131 DETENT JOB 1 PASS i REV PC 09/83(.2) PAGE 2 11.00 DISCHG 1.45 1.64 1.88 2.10 2.43 2.80 4.55 9.23 14.23 27.43 12.00 DISCHG 43.99 46.95 31.17 20.37 15.36 12.65 11.40 10.53 10.07 9.57 13.00 DISCHG 9.10 8.79 8.41 8.17 7.92 7.69 7.50 7.24 7.06 6.89 14.00 DISCHG 6.74 6.62 6.46 6.34 6.19 6.04 5.91 5.75 5.63 5.55 15.00 DISCHG 5.49 5.44 5.39 5.33 5.20 5.06 4.97 4.91 4.85 4.81 16.00 DISCHG 4.76 4.72 4.67 4.63 4.59 4.55 4.47 4.33 4.22 4.15 17.00 DISCHG 4.11 4.06 4.02 3.98 3.95 3.91 3.88 3.84 3.80 3.68 18.00 DISCHG 3.55 3.48 3.43 3.39 3.35 3.32 3.29 3.25 3.22 3.19 19.00 DISCHG 3.16 3.14 3.11 3.0B 3.06 3.03 3.00 2.98 2.95 2.84 20.00 DISCHG 2.72 2.65 2.61 2.57 2.55 2.52 2.50 2.47 2.45 2.42 21.00 DISCHG 2.40 2.38 2.36 2.34 2.32 2.30 2.28 2.26 2.24 2.22 22.00 DISCHG 2.21 2.19 2.17 2.16 2.14 2.13 2.11 2.10 2.08 2.07 23.00 DISCHG 2.06 2.04 2.03 2.02 2.01 1.99 1.98 1.97 1.95 1.85 24.00 DISCHG 1.74 1.60 1.34 1.18 1.10 1.06 1.02 1.00 .97 .95 25.00 DISCHG .93 .90 .88 .86 .84 .82 .80 .78 .76 .74 26.00 DISCHG .72 .71 .69 .67 .66 .64 .62 .61 .59 .58 27.00 DISCHG .57 .55 .54 .52 .51 .50 .49 .48 .46 .45 28.00 DISCHG .44 .43 .42 .41 .40 .39 .38 .37 .36 .35 29.00 DISCHG .35 .34 .33 .32 .31 .31 .30 .29 .28 .28 RUNOFF VOLUME ABOVE BASEFLOW = 1.55 WATERSHED INCHES, 75.85 CFS-HRS, 6.27 ACRE-FEET; BASEFLOM = .00 CFS OPERATION RESVOR STRUCTURE 2 INPUT HYDROGRAPH= 5 OUTPUT HYDROGRAPH= 1 SURFACE ELEVATION= 63.00 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 13.67 7.32 63.94 TIME(HRS) FIRST HYDR06RAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .08 SOX. 9.00 DISCHG .01 .01 .01 .02 .02 .03 .03 .04 .05 .06 9.00 ELEV 63.00 63.00 63.00 63.00 63.00 63.00 63.00 63.01 63.01 63.01 10.00 DISCHG .07 .08 .09 .10 .12 .14 .16 .18 .21 .24 10.00 ELEV 63.01 63.01 63.01 63.01 63.02 63.02 63.02 63.02 63.03 63.03 11.00 DISCHG .27 .31 .36 .41 .47 .54 .64 .84 1.18 1.81 11.00 ELEV 63.04 63.04 63.05 63.05 63.06 63.07 63.08 63.11 63.15 63.23 12.00 DISCHG 2.89 4.23 5.32 5.96 6.33 6.57 6.74 6.87 6.98 7.07 12.00 ELEV 63.37 63.54 63.68 63.76 63.81 63.84 63.86 63.88 63.89 63.90 13.00 DISCHG 7.14 7.19 7.24 7.27 7.30 7.31 7.32 7.32 7.32 7.31 13.00 ELEV 63.91 63.92 63.93 63.93 63.93 63.93 63.94 63.94 63.94 63.93 14.00 DISCHG 7.29 7.27 7.25 7.22 7.19 7.16 7.12 7.08 7.04 6.99 14.00 ELEV 63.93 63.93 63.93 63.92 63.92 63.92 63.91 63.91 63.90 63.89 15.00 DISCHG 6.95 6.90 6.85 6.81 6.76 6.71 6.66 6.60 6.55 6.49 15.00 ELEV 63.89 63.88 63.88 63.87 63.86 63.86 63.85 63.84 63.84 63.83 14 nn nrcrun 11 H A IQ A.34 A.7A F.73 6.18 6.13 6.07 6.02 5.96 17.00 - DISCH6 5.90 5.85 5.79 5.73 5.68 5.62 5.57 5.52 5.46 5.41 17.60 ELEV 63.75 63.75 63.74 63.73 63.73 63.72 63.71 63.71 63.70 63.6t 18.00 DISCH6 5.35 5.30 5.24 5.16 5.13 5.07 5.02 4.96 4.91 4.85 TR20 XEQ 10-12-88 12:05 NUTME6 87131 DETENT JOB 1 PASS i REV PC 09/83t.2f PA6E 3 18.00 ELEV 63.68 63.68 63.67 63.66 63.66 63.65 63.64 63.63 63.63 63.62 19.00 DISCH6 4.80 4.75 4.70 4.65 4.60 4.55 4.50 4.46 4.41 4.36 19.00 ELEV 63.61 63.61 63.60 63.59 63.59 63.58 63.58 63.57 63.56 63.56 20.00 DISCH6 4.31 4.26 4.21 4.16 4.11 4.06 4.01 3.97 3.92 3.87 20.00 ELEV 63.55 63.55 63.54 63.53 63.53 63.52 63.51 63.51 63.50 63.50 21.00 DISCH6 3.83 3.78 3.73 3.69 3.65 3.60 3.56 3.52 3.48 3.44 21.00 ELEV 63.49 63.48 63.48 63.47 63.47 63.46 63.46 63.45 63.45 63.44 22.00 DISCH6 3.40 3.36 3.33 3.29 3.25 3.22 3.18 3.15 3.12 3.08 22.00 ELEV 63.44 63.43 63.43 63.42 63.42 63.41 63.41 63.40 63.40 63.39 23.00 DISCH6 3.05 3.02 2.99 2.96 2.93 2.90 2.87 2.84 2.81 2.78 23.00 ELEV 63.39 63.39 63.38 63.38 63.37 63.37 63.37 63.36 63.36 63.36 24.00 DISCH6 2.75 2.72 2.68 2.63 2.58 2.54 2.49 2.44 2.40 2.35 24.00 ELEV 63.35 63.35 63.34 63.34 63.33 63.32 63.32 63.31 63.31 63.30 25.00 DISCH6 2.31 2.26 2.22 2.17 2.13 2.09 2.05 2.01 1.97 1.93 23.00 ELEV 63.29 63.29 63.28 63.28 63.27 63.27 63.26 63.26 63.25 63.25 26.00 DISCH6 1.89 1.86 1.82 1.78 1.75 1.71 1.68 1.64 1.61 1.58 26.00 ELEV 63.24 63.24 63.23 63.23 63.22 63.22 63.21 63.21 63.21 63.20 27.00 DISCH6 1.55 1.52 1.48 1.45 1.42 1.40 1.37 1.34 1.31 1.28 27.00 ELEV 63.20 63.19 63.19 63.19 63.18 63.18 63.17 63.17 63.17 63.16 28.00 DISCH6 1.26 1.23 1.21 1.18 1.16 1.13 1.11 1.08 1.06 1.04 28.00 ELEV 63.16 63.16 63.15 63.15 63.15 63.14 63.14 63.14 63.14 63.13 29.00 DISCH6 1.02 1.00 .97 .95 .93 .91 .89 .88 .86 .84 29.00 ELEV 63.13 63.13 63.12 63.12 63.12 63.12 63.11 63.11 63.11 63.11 RUNOFF VOLUME ABOVE BASEFLOW = 1.49 WATERSHED INCHES, 73.16 CFS-HRS, 6.05 ACRE-FEET; BASEFLOW = .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 1 RECORD ID TR20 XEQ 10-12-88 12:05 NUTMEG 87131 DETENT JOB 1 PASS 2 REV PC 09/83(.2) PAGE 4 EXECUTIVE CONTROL OPERATION COMPUT FROM XSECTION 1 TO STRUCTURE 2 RECORD ID STARTING TIME = .00 RAIN DEPTH = 4.80 RAIN DURATION= 1.00 RAIN TABLE NO.= 2 ANT. MOIST. COND= 2 ALTERNATE NO.= 1 STORM NO.=10 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF CROSS SECTION 1 OUTPUT HYDR06RAPH= 6 AREA= .04 SQ MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDR06RAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHAR6E(CFS) PEAK ELEVATION(FEET) 12.05 81.24 (RUNOFF) 23.65 1.24 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 3.00 WATERSHED INCHES, 71.61 CFS-HRS, 5.92 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE 1 INPUT HYDR06RAPH= 6 OUTPUT HYDR06RAPH= 7 SURFACE ELEVATION= 67.50 PEAK TIME(HRS) PEAK DISCHAR6E(CFS) PEAK ELEVATION(FEET) 12.87 8.60 68.63 RUNOFF VOLUME ABOVE BASEFLOW = 2.91 WATERSHED INCHES, 69.43 CFS-HRS, 5.74 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDR06RAPH= 6 AREA= .04 SQ MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDR06RAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHAR6E(CFS) PEAK ELEVATION(FEET) 12.05 85.63 (RUNOFF) 23.65 1.30 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 3.00 WATERSHED INCHES, 75.49 CFS-HRS, 6.24 ACRE-FEET; BASEFLOW = .00 CFS OPERATION ADDHYD CROSS SECTION 2 INPUT HYDROGRAPHS= 6,7 OUTPUT HYDR06RAPH= 5 PEAK TIME(HRS) PEAK DISCHAR6E(CFS) PEAK ELEVATION(FEET) 12.06 91.07 (NULL) TIME(HRS) FIRST HYDR06RAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .08 SQ.MI-. 6.00 DISCHG .00 .00 .00 .00 .00 .01 .03 .05 .07 .10 7.00 DISCH6 .12 .15 .17 .19 .22 .24 .27 .29 .32 .34 8.00 DISCH6 .36 .40 .46 .51 .58 .65 .71 .76 .80 .95 9.00 DISCH6 .89 .96 1.05 1.14 1.20 1.26 1.34 1.46 1.55 1.63 TR20 XEQ 10-12-88 12:05 NUTMEG B7131 DETENT JOB 1 PASS 2 REV PC 09/83(.2) PAGE 5 10.00 DISCHG 1.70 1.80 1.93 2.06 2.28 2.50 2.75 3.13 3.44 3.85 11.00 DISCHG 4.27 4.67 5.20 5.66 6.38 7.14 11.06 21.22 31.10 56.11 12.00 DISCHG 85.44 88.21 57.89 37.57 28.15 23.10 20.76 19.15 16.29 17.39 13.00 DISCHG 16.54 15.98 15.30 14.87 14.42 14.02 13.69 13.22 12.91 12.62 14.00 DISCHG 12.37 12.16 11.88 11.68 11.41 11.14 10.90 10.59 10.37 10.23 15.00 DISCHG 10.11 10.01 9.91 9.80 9.56 9.31 9.15 9.03 8.93 8.84 16.00 DISCHG 8.75 8.67 8.58 8.50 B.42 8.34 8.20 7.94 7.75 7.63 17.00 DISCHG 7.54 7.46 7.38 7.31 7.24 7.17 7.10 7.03 6.95 6.74 1B.00 DISCHG 6.52 6.38 6.29 6.21 6.14 6.08 6.02 5.96 5.90 5.84 19.00 DISCHG 5.78 5.73 5.67 5.62 5.57 5.51 5.46 5.41 5.34 5.15 20.00 DISCHG 4.93 4.81 4.73 4.67 4.61 4.56 4.51 4.46 4.42 4.37 21.00 DISCH6 4.33 4.28 4.24 4.20 4.16 4.12 4.08 4.04 4.00 3.97 22.00 DISCH6 3.93 3.90 3.87 3.83 3.80 3.77 3.74 3.71 3.68 3.66 23.00 DISCHG 3.63 3.60 3.58 3.55 3.53 3.50 3.48 3.46 3.42 3.25 24.00 DISCH6 3.06 2.82 2.39 2.11 1.98 1.90 1.84 1.79 1.75 1.70 25.00 DISCH6 1.66 1.62 1.58 1.54 1.51 1.47 1.43 1.40 1.36 1.33 26.00 DISCH6 1.30 1.27 1.24 1.21 1.18 1.15 1.12 1.09 1.07 1.04 27.00 DISCH6 1.01 .99 .97 .94 .92 .90 .88 .85 .83 .81 2B.00 DISCH6 .79 .77 .75 .74 .72 .70 .68 .67 .65 .64 29.00 DISCH6 .62 .60 .59 .58 .56 .55 .53 .52 .51 .50 RUNOFF VOLUME ABOVE BASEFLON = 2.95 WATERSHED INCHES, 144.92 CFS-HRS, 11.98 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE 2 INPUT HYDR06RAPH= 5 OUTPUT HYDR06RAPH= 1 SURFACE ELEVATION= 63.00 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEYATION(FEET) 13.53 13.94 64.82 TIME(HRS) FIRST HYDR06RAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .08 SOX. 6.00 DISCH6 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 6.00 ELEV 63.00 63.00 63.00 63.00 63.00 63.00 63.00 63.00 63.00 63.00 7.00 DISCH6 .01 .01 .02 .02 .03 .04 .04 .05 .06 .07 7.00 ELEV 63.00 63.00 63.00 63.00 63.00 63.00 63.01 63.01 63.01 63.01 8.00 DISCHG .08 .09 .10 .11 .12 .14 .16 .17 .19 .21 8.00 ELEV 63.01 63.01 63.01 63.01 63.02 63.02 63.02 63.02 63.02 63.03 9.00 DISCH6 .23 .26 .28 .31 .33 .36 .39 .42 .46 .49 9.00 ELEV 63.03 63.03 63.04 63.04 63.04 63.05 63.05 63.05 63.06 63.06 10.00 DISCH6 .53 .57 .61 .66 .70 .76 .82 .88 .96 1.05 10.00 ELEV 63.07 63.07 63.08 63.08 63.09 63.10 63.10 63.11 63.12 63.13 11.00 DISCHG 1.14 1.25 1.36 1.49 1.64 1.80 2.03 2.48 3.23 4.51 11.00 ELEV 63.15 63.16 63.17 63.19 63.21 63.23 63.26 63.32 63.41 63.58 12.00 DISCH6 6.57 8.80 10.36 11.41 12.18 12.65 12.98 13.23 13.43 13.58 12.00 ELEV 63.84 64.16 64.41 64.55 64.63 64.68 64.72 64.74 64.77 64.78 13.00 DISCH6 13.70 13.80 13.86 13.90 13.93 13.94 13.94 13.92 13.89 13.85 13.00 ELEV 64.79 64.80 64.81 64.82 64.82 64.82 64.82 64.82 64.81 64.81 14.00 DISCH6 13.80 13.75 13.69 13.62 13.54 13.46 13.38 13.28 13.1E 13.08 14.00 ELEV 64.81 64.80 64.79 64.79 64.78 64.77 64.76 64.75 64.74 64.73 TR20 XEQ 10-12-86 12:05 NUTMEG 87131 DETENT JOB 1 PASS 2 REV PC 09/B3(.2) PAGE 6 15.00 DISCH6 12.78 12.87 12.77 12.67 12.56 12.45 12.33 12.22 12.10 11.99 15.00 ELEV 64.72 64.71 64.70 64.68 64.67 64.66 64.65 64.64 64.62 64.61 16.00 DISCHG 11.88 11.76 11.65 11.54 11.43 11.32 11.21 11.10 10.99 10.89 16.00 ELEV 64.60 64.59 64.58 64.56 64.55 64.54 64.53 64.52 64.50 64.49 17.00 DISCHG 10.81 10.73 10.65 10.57 10.49 10.41 10.33 10.25 10.17 10.09 17.00 ELEV 64.48 64.47 64.45 64.44 64.43 64.42 64.40 64.39 64.38 64.36 1 0 DISCHS 10.01 9.92 9.83 9.75 9.66 9.57 9.49 9.40 9.32 9.24 18.40 ELEV 64.35 64.34 64.32 64.31 64.30 64.28 64.27 64.25 64.24 64.23 19.00 DISCH6 9.15 9.07 8.99 8.91 8.83 8.75 8.67 8.59 8.51 8.43 19.00 ELEV 64.21 64.20 64.19 64.17 64.16 64.15 64.14 64.12 64.11 64.10 20.00 DISCH6 8.35 8.27 8.18 8.10 8.01 7.93 7.85 7.75 7.65 7.55 20.00 ELEV 64.09 64.07 64.06 64.04 64.03 64.02 64.00 63.99 63.98 63.96 21.00 DISCH6 7.45 7.35 7.25 7.16 7.06 6.97 6.88 6.80 6.71 6.62 21.00 ELEV 63.95 63.94 63.93 63.92 63.90 63.89 63.88 63.87 63.86 63.85 22.00 DISCH6 6.54 6.46 6.38 6.30 6.22 6.15 6.07 6.00 5.93 5.86 22.00 ELEV 63.84 63.83 63.82 63.81 63.80 63.79 63.78 63.77 63.76 63.75 23.00 DISCH6 5.79 5.72 5.65 5.59 5.52 5.46 5.40 5.34 5.28 5.22 23.00 ELEV 63.74 63.73 63.72 63.71 63.71 63.70 63.69 63.68 63.68 63.67 24.00 DISCHG 5.16 5.09 5.01 4.92 4.83 4.74 4.65 4.56 4.48 4.39 24.00 ELEV 63.66 63.65 63.64 63.63 63.62 63.61 63.60 63.58 63.57 63.56 25.00 DISCH6 4.31 4.22 4.14 4.06 3.98 3.90 3.83 3.75 3.67 3.60 25.00 ELEV 63.55 63.54 63.53 63.52 63.51 63.50 63.49 63.48 63.47 63.46 26.00 DISCH6 � 3.53 3.46 3.39 3.32 3.25 3.18 3.12 3.05 2.99 2.93 26.00 ELEV 63.45 63.44 63.43 63.42 63.42 63.41 63.40 .63.39 63.38 63.37 27.00 DISCH6 2.87 2.81 2.75 2.69 2.64 2.58 2.53 2.48 2.42 2.37 27.00 ELEV 63.37 63.36 63.35 63.34 63.34 63.33 63.32 63.32 63.31 63.30 28.00 DISCHS 2.32 2.28 2.23 2.18 2.13 2.09 2.04 2.00 1.96 1.92 28.00 ELEV 63.30 63.29 63.28 63.29 63.27 63.27 63.26 63.26 63.25 63.25 29.00 DISCH6 1.88 1.83 1.80 1.76 1.72 1.68 1.65 1.61 1.58 1.54 29.00 ELEV 63.24 63.23 63.23 63.22 63.22 63.22 63.21 63.21 63.20 63.20 RUNOFF VOLUME ABOVE BASEFLOW = 2.85 WATERSHED INCHES, 139.97 CFS-HRS, 11.57 ACRE-FEET; BASEFLOW = .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 2 RECORD ID J TR20 KEG 10-12-08 12:05 NUTMEG 97131 DETENT JOB 1 PASS 3 REV PC 09/83(.2) PAGE 7 EXECUTIVE CONTROL OPERATION COMPUT FROM XEECTION i TO STRUCTURE 2 RECORD ID STARTING TIME _ .00 RAIN DEPTH = 5.40 RAIN DURATION= 1.00 RAIN TABLE NO.= 2 ANT. MOIST. COND= 2 ALTERNATE NO.= 1 STORM NO.=25 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF CROSS SECTION 1 OUTPUT HYDROGRAPH= 6 AREA= .04 SO MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.05 95.44 (RUNOFF) 23.65 1.42 (RUNOFF) RUNOFF VOLUME ABOVE IB SEFLOW = 3.54 WATERSHED INCHES, B4.64 CFS-HRS, 6.99 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE 1 INPUT HYDROGRAPH= 6 OUTPUT HYDROGRAPH= 7 SURFACE ELEVATION= 67.50 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.87 9.90 68.83 RUNOFF VOLUME ABOVE BASEFLON = 3.44 WATERSHED INCHES, 82.07 CFS-HRS, 6.7B ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION . 2 OUTPUT HYDROGRAPH= 6 � AREA= .04 SO MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.05 100.60 (RUNOFF) 23.65 1.49 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLON = 3.54 WATERSHED INCHES, 89.21 CFS-HRS, 7.37 ACRE-FEET; BASEFLOW = .00 CFS OPERATION ADDHYD CROSS SECTION 2 INPUT HYDROGRAPHS= 697 OUTPUT HYDROGRAPH= 5 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.06 107.15 (NULL) TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .08 SOX. 6.00 DISCHG .02 .03 .06 .09 .12 .15 .18 .21 .24 .27 7.00 DISCHG .30 .33 .36 .39 .42 .45 .48 .51 .54 .57 8.00 DISCHG .60 .65 .73 .80 .89 .99 1.06 1.12 1.18 1.23 9.00 DISCHG 1.29 1.37 1.49 1.59 1.67 1.74 1.84 1.99 2.11 2.21 TR20 XEQ 10-12-88 12:05 NUTMEG 87131 DETENT JOB 1 PASS 3 REV PC 09/83(.2) PAGE 8 10.00 DISCHG 2.29 2.40 2.57 2.73 3.00 3.28 3.58 4.05 4.44 4.94 11.00 DISCHG 5.45 5.93 6.57 7.12 7.99 8.90 13.66 25.95 37.67 67.06 12.00 DISCHG 100.95 103.53 67.57 43.64 32.62 26.71 23.98 22.10 21.11 20.05 13.00 DISCHG 19.07 18.42 17.64 17.14 16.62 16.15 15.77 15.23 14.87 14.54 14.00 DISCHG 14.25 14.00 13.69 13.44 13.15 12.86 12.61 12.29 12.06 11.92 15.00 DISCHG 11.81 11.71 11.62 11.51 11.26 10.99 10.83 10.70 10.58 10.46 16.00 DISCHG 10.35 10.25 10.15 10.05 9.95 9.85 9.68 9.38 9.15 9.01 17.00 DISCHG 8.90 B.80 8.70 8.61 8.53 8.44 8.36 8.28 8.18 7.94 18.00 DISCHG 7.67 7.51 7.40 7.31 7.23 7.15 7.07 7.00 6.93 6.86 19.00 DISCHG 6.79 6.72 6.66 6.59 6.53 6.47 6.41 6.35 6.2B 6.05 20.00 DISCHG 5.81 3.67 5.58 5.51 5.44 5.38 5.32 5.26 5.21 5.15 21.00 DISCHG 5.09 5.04 4.99 4.94 4.89 4.84 4.79 4.75 4.70 4.66 22.00 DISCHG 4.62 4.57 4.53 4.49 4.46 4.42 4.38 4.35 4.31 4.28 23.00 DISCHG 4.24 4.21 4.18 4.15 4.12 4.09 4.06 4.03 3.99 3.79 24.00 DISCHG 3.57 3.30 2.80 2.48 2.32 2.23 2.17 2.11 2.05 2.00 25.00 DISCHG 1.96 1.91 1.86 1.82 1.77 1.73 1.69 1.65 1.61 1.57 26.00 DISCHG r 1.53 1.49 1.45 1.42 1.38 1.35 1.32 1.29 1.25 1.22 27.00 DISCHG 1.19 1.17 1.14 1.11 1.08 1.06 1.03 1.00 .98 .96 28.00 DISCHG .93 .91 .89 .87 .85 .82 .80 .79 .77 .75 29.00 DISCHG .73 .71 .69 .68 .66 .64 .63 .61 .60 .58 RUNOFF VOLUME ABOVE BASEFLON = 3.49 WATERSHED INCHES, 171.28 CFS-HRS, 14.15 ACRE-FEET; BASEFLON = .00 CFS OPERATION RESVOR STRUCTURE 2 INPUT HYDROGRAPH= 5 OUTPUT HYDROGRAPH= 1 SURFACE ELEVATION= 63.00 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 13.43 16.50 65.12 TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .08 SQ.MI. 6.00 DISCHG .00 .00 .00 .00 .01 .01 .02 .02 .03 .04 6.00 ELEV 63.00 63.00 63.00 63.00 63.00 63.00 63.00 63.00 63.00 63.00 7.00 DISCHG .04 .05 .06 .07 .08 .09 .10 .12 .13 .14 7.00 ELEV 63.01 63.01 63.01 63.01 63.01 63.01 63.01 63.01 63.02 63.02 8.00 DISCHG .16 .17 .19 .21 .23 .25 .27 .30 .33 .36 8.00 ELEV 63.02 63.02 63.02 63.03 63.03 63.03 63.04 63.04 63.04 63.05 9.00 DISCHG .38 .41 .45 .48 .52 .56 .59 .64 .68 .73 9.00 ELEV 63.05 63.05 63.06 63.06 63.07 63.07 63.08 63.08 63.09 63.09 10.00 DISCHG .78 .83 .88 .94 1.00 1.07 1.14 1.23 1.32 1.43 10.00 ELEV 63.10 63.11 63.11 63.12 63.13 63.14 63.15 63.16 63.17 63.18 11.00 DISCHG 1.55 1.68 1.83 1.99 2.16 2.36 2.65 3.19 4.10 5.60 11.00 ELEV 63.20 63.21 63.23 63.25 63.28 63.30 63.34 63.41 63.52 63.72 12.00 DISCHG 8.00 10.28 12.66 14.18 15.04 15.56 15.83 16.02 16.16 16.28 12.00 ELEV 64.03 64.39 64.6E 64.85 64.94 64.99 65.03 65.06 65.08 65.09 13.00 DISCHG 16.36 16.43 16.47 16.49 16.50 16.50 16.49 16.46 16.42 16.3E 13.00 ELEV 65.10 65.11 65.12 65.12 65.12 65.12 65.12 65.12 65.11 65.11 14.00 DISCH6 16.33 16.27 16.21 16.14 16.06 15.98 15.90 15.81 15.72 15.61 14.00 ELEV 65.10 65.09 65.08 65.07 65.06 65.05 65.04 65.03 65.01 65.00 TR20 XEQ 10-12-88 12:05 NUTMEG 87131 DETENT JOB 1 PASS 3 REV PC 09/83(.2) PAGE 9 15.00 DISCHG 15.48 15.35 15.22 15.09 14.96 14.82 14.68 14.54 14.40 14.26 15.00 ELEV 64.98 64.97 64.96 64.94 64.93 64.91 64.90 64.88 64.87 64.85 16.00 DISCH6 14.13 13.99 13.86 13.72 13.59 13.46 13.33 13.19 13.05 12.91 16.00 ELEV 64.84 64.83 64.81 64.80 64.78 64.77 64.75 64.74 64.73 64.71 17.00 DISCH6 12.77 12.63 12.49 12.36 12.22 12.09 11.96 11.93 11.70 11.57 17.00 ELEV 64.70 64.68 64.67 64.65 64.64 64.62 64.61 64.59 64.58 64.57 18.00 DISCHG 11.44 11.30 11.16 11.03 10.91 10.82 10.73 10.64 10.55 10.46 19.00 ELEV 64.55 64.54 64.52 64.51 64.49 64.48 64.47 64.45 64.44 64.42 19.00 DISCH6 10.37 10.28 10.20 10.11 10.02 9.94 9.85 9.77 9.69 9.60 19.00 ELEV 64.41 64.39 64.38 64.37 64.35 64.34 64.33 64.31 64.30 64.29 20.00 DISCH6 9.51 9.42 9.33 9.24 9.14 9.05 8.96 8.98 8.79 8.70 20.00 ELEV 64.27 64.26 64.24 64.23 64.21 64.20 64.18 64.17 64.15 64.14 21.00 DISCH6 8.61 8.53 8.44 8.36 8.27 8.19 8.11 8.03 7.95 7.87 21.00 ELEV 64.13 64.11 64.10 64.09 64.07 64.06 64.05 64.03 64.02 64.01 22.00 DISCH6 7.78 7.68 7.58 7.49 7.40 7.30 7.21 7.12 7.04 6.95 22.00 ELEV 64.00 63.98 63.97 63.96 63.95 63.93 63.92 63.91 63.90 63.89 23.00 DISCHG 6.87 6.78 6.70 6.62 6.55 6.47 6.40 6.32 6.25 6.18 23.00 ELEV 63.88 63.87 63.86 63.83 63.84 63.83 63.82 63.81 63.80 63.79 24.00 DISCHG 6.10 6.02 5.92 5.82 5.71 5.61 5.50 5.40 5.29 5.19 24.00 ELEV 63.78 63.77 63.76 63.74 63.73 63.72 63.70 63.69 63.68 63.66 25.00 DISCHG 5.09 4.99 4.89 4.80 4.71 4.61 4.52 4.43 4.35 4.26 25.00 ELEV 63.65 63.64 63.63 63.61 63.60 63.59 63.58 63.57 63.56 63.54 26.00 DISCHG 4.18 4.09 4.01 3.93 3.85 , 3.77 3.69 3.62 3.54 3.47 26.00 ELEV ' 63.53 63.52 63.51 63.50 63.49 63.48 63.47 .63.46 63.45 63.44 27.00 DISCH6 3.40 3.33 3.26 3.19 3.12 3.06 2.99 2.93 2.87 2.81 27.00 ELEV 63.43 63.43 63.42 63.41 63.40 63.39 63.38 63.37 63.37 63.36 28.00 DISCH6 2.75 2.69 2.64 2.58 2.52 2.47 2.42 2.37 2.32 2.27 28.00 ELEV 63.35 63.34 63.34 63.33 63.32 63.32 63.31 63.30 63.30 63.29 29.00 DISCHG 2.22 2.17 2.12 2.08 2.03 1.99 1.95 1.90 1.86 1.82 29.00 ELEV 63.28 •63.28 63.27 63.27 63.26 63.25 63.25 63.24 63.24 63.23 t RUNOFF VOLUME ABOVE BASEFLOW = 3.37 WATERSHED INCHES, 165.42 CFS-HRS, 13.67 ACRE-FEET; BASEFLOW = .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 3 RECORD ID TR20 XEQ 10-12-88 12:05 NUTMEG 07131 DETENT JOB 1 PASS 4 REV PC 09/83(.2) PAGE 10 EXECUTIVE CONTROL OPERATION COMPUT FROM XSECTION 1 TO STRUCTURE 2 RECORD ID STARTING TIME _ .00 RAIN DEPTH = 6.15 RAIN DURATION= 1.00 RAIN TABLE NO.= 2 ANT. MOIST. COND= 2 ALTERNATE NO.= 1 STORM N0.=50 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF CROSS SECTION 1 OUTPUT HYDROGRAPH= 6 AREA= .04 SQ MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.05 112.51 (RUNOFF) 23.65 1.64 (RUNOFF) •r RUNOFF VOLUME ABOVE BASEFLOW = 4.24 WATERSHED INCHES, 101.20 CFS-HRS, 8.36 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE 1 INPUT HYDROGRAPH= 6 OUTPUT HYDROGRAPH= 7 SURFACE ELEVATION= 67.50 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.85 11.81 69.09 RUNOFF VOLUME ABOVE BASEFLON = 4.11 WATERSHED INCHES, 98.13 CFS-HRS, 8.11 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDROGRAPH= 6 AREA= .04 SQ MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.05 118.59 (RUNOFF) 23.65 1.73 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 4.24 WATERSHED INCHES, 106.67 CFS-HRS, 8.82 ACRE-FEET; BASEFLOW = .00 CFS OPERATION ADDHYD CROSS SECTION 2 INPUT HYDROGRAPHS= 617 OUTPUT HYDROGRAPH= 5 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.05 127.17 (NULL) TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .08 S9.MI. 5.00 DISCHG .00 .00 .00 .00 .02 .03 .06 .08 .11 .13 6.00 DISCHG .16 .19 .24 .29 .33 .37 .41 .44 .48 .52 7.00 DISCHG .56 .60 .63 .67 .71 .75 .79 .82 .86 .90 8.00 DISCHG .94 1.00 1.11 1.21 1.33 1.46 1.55 1.63 1.70 1.76 L TR20 XEQ 10-12-BB 12:05 NUTMEG 87131 DETENT JOB 1 PASS 4 REV PC 09/83(.2) PAGE 11 9.00 DISCH6 1.83 1.93 2.09 2.22 2.32 2.41 2.53 2.72 2.87 2.98 10.00 DISCH6 3.08 3.22 3.43 3.63 3.96 4.31 4.69 5.28 5.76 6.38 11.00 DISCH6 7.01 7.59 8.38 9.04 10.09 11.20 17.03 32.02 46.05 80.87 12.00 DISCH6 120.50 122.52 79.60 51.26 38.33 31.44 28.27 26.08 24.91 23.67 13.00 DISCH6 22.50 21.72 20.78 20.17 19.52 18.94 18.46 17.79 17.33 16.92 14.00DISCH6 16.58 16.29 15.92 15.64 15.29 14.96 14.67 14.29 14.02 13,86 15.00 DISCH6 13.73 13.67 13.51 13.39 13.10 12.78 12.59 12.45 12.34 12.24 16.00 DISCH6 12.14 12.04 11.95 11.85 11.76 11.67 11.49 11.16 10.92 10.78 17.00 DISCH6 10.66 10.54 10.43 10.31 10.21 10.10 10.00 9.90 9.78 9.49 18.00 DISCH6 9.17 8.98 8.84 8.73 8.63 8.53 8.44 8.35 8.26 8.18 19.00 DISCH6 8.09 8.01 7.93 7.85 7.77 7.70 7.62 7.55 7.46 7.20 20.00 DISCH6 6.91 6.74 6.63 6.55 6.47 6.40 6.33 6.26 6.19 6.13 21.00 DISCH6 6.07 6.00 5.94 5.88 5.83 5.77 5.72 5.66 5.61 5.55 22.00 DISCH6 5.50 5.45 5.40 5.35 5.30 5.25 5.21 5.16 5.12 5.08 23.00 DISCH6 5.03 4.99 4.95 4.92 4.88 4.84 4.81 4.77 4.71 4.49 24.00 DISCH6 4.23 3.91 3.33 2.96 2.78 2.67 2.59 2.52 2.46 2.40 25.00 DISCH6 2.34 2.28 2.23 2.17 2.12 2.07 2.02 1.97 1.92 1.07 26.00 DISCH6 1.83 1.78 1.74 1.70 1.66 1.62 1.58 1.54 1.50 1.46 27.00 DISCH6 1.43 1.39 1.36 1.33 1.29 1.26 1.23 1.20 1.17 1.14 28.00 DISCH6 1.12 1.09 1.06 1.04 1.01 .99 .96 .94 .92 .89 29.00 DISCH6 .87 .85 .83 .81 .79 .77 .75 .73 .72 .70 RUNOFF VOLUME ABOVE BASEFLOW = 4.18 WATERSHED INCHES, 204.81 CFS-HRS, 16.93 ACRE-FEET; BASEFLOW = .00 CFP OPERATION RESVOR STRUCTURE 2 INPUT HYDROGRAPH= 5 OUTPUT HYDR06RAPH= 1 SURFACE ELEVATION= 63.00 PEAK TIME(HRS) PEAK DISCHAR6E(CFS) PEAK ELEVATION(FEET) 13.42 19.41 65.54 TIME(HRS) FIRST HYDR06RAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .08 SQ.MI. 5.00 DISCH6 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 5.00 ELEV 63.00 63.00 63.00 63.00 63.00 63.00 63.00 63.00 63.00 63.00 6.00 DISCH6 .02 .02 .03 .03 .04 .05 .06 .07 .09 .10 6.00 ELEV 63.00 63.00 63.00 63.00 63.01 63.01 63.01 63.01 63.01 63.01 7.00 DISCH6 .11 .13 .14 .16 .IB .19 .21 .23 .25 .27 7.00 ELEV 63.01 63.02 63.02 63.02 63.02 63.02 63.03 63.03 63.03 63.03 8.00 DISCH6 .29 .31 .34 .36 .39 .42 .46 .49 .53 .57 8.00 ELEV 63.04 63.04 63.04 63.05 63.05 63.05 63.06 63.06 63.07 63.07 9.00 DISCH6 .61 .65 .69 .74 .79 .84 .89 .94 1.00 1.06 9.00 ELEV 63.08 63.08 63.09 63.09 63.10 63.11 63.11 63.12 63.13 63.14 10.00 DISCH6 1.13 1.19 1.26 1.33 1.41 1.50 1.59 1.70 1.82 1.96 10.00 ELEV 63.14 63.15 63.16 63.17 63.18 63.19 63.20 63.22 63.23 63.25 11.00 DISCH6 2.11 2.27 2.45 2.65 2.87 3.12 3.47 4.14 5.22 7.04 11.00 ELEV 63.27 63.29 63.31 63.34 63.37 63.40 63.44 63.53 63.67 63.90 12.00 DISCH6 9.48 12.79 15.85 17.14 17.86 18.30 18.61 18.83 19.00 19.14 12.00 ELEV 64.27 64.70 65.03 65.22 65.32 65.38 65.42 65.46 65.48 65.50 13.00 DISCH6 19.24 19.32 19.37 19.40 19.41 19.40 19.38 19.35 19.31 19.25 TR20 XEQ 10-12-88 12:05 NUTMEG 87131 DETENT JOB 1 PASS 4 REV PC 09/83(.2) PAGE 12 13.00 ELEV 65.51 65.53 65.53 65.54 65.54 65.54 65.53 65.53 65.52 65.52 14.00 DISCHG 19.18 19.11 19.03 18.95 18.86 18.76 18.66 18.55 18.44 18.32 14.00 ELEV 65.51 65.50 65.48 65.47 65.46 65.45 65.43 65.42 65.40 65.38 15.00 DISCHG 18.20 18.08 17.96 17.85 17.73 17.60 17.47 17.35 17.22 17.09 15.00 ELEV 65.37 65.35 65.33 65.32 65.30 65.28 65.26 65.24 65.23 65.21 16.00 DISCHG 16.96 16.83 16.71 16.58 16.46 16.34 16.21 16.08 15.95 15.82 16.00 ELEV 65.19 65.17 65.15 65.14 65.12 65.10 65.08 65.06 65.05 65.03 17.00 DISCHG 15.69 15.53 15.35 15.17 15.00 14.82 14.65 14.49 14.32 14.15 17.00 ELEV 65.01 64.99 64.97 64.95 64.93 64.91 64.90 64.88 64.86 64.84 18.00 DISCHG 13.98 13.81 13.63 13.46 13.29 13.12 12.96 12.80 12.64 12.48 18.00 ELEV 64.82 64.81 64.79 64.77 64.75 64.73 64.72 64.70 64.68 64.66 19.00 DISCHG 12.33 12.17 12.02 11.88 11.73 11.59 11.45 11.31 11.18 11.04 19.00 ELEV 64.65 64.63 64.62 64.60 64.58 64.57 64.55 64.54 64.53 64.51 20.00 DISCHG 10.91 10.81 10.71 10.61 10.51 10.41 10.32 10.22 10.12 10.02 20.00 ELEV 64.50 64.48 64.46 64.45 64.43 64.42 64.40 64.38 64.37 64.35 21.00 DISCHfi 9.93 9.84 9.74 9.65 9.56 9.47 9.38 9.29 9.20 9.11 )r 21.00 ELEV 64.34 64.32 64.31 64.29 64.28 64.26 64.25 64.23 64.22 64.21 22.00 DISCHG 9.02 8.94 8.85 8.77 8.68 8.60 8.52 8.44 8.36 8.28 22.00 ELEV 64.19 64.18 64.17 64.15 64.14 64.13 64.11 64.10 64.09 64.07 23.06 DISCHG 8.20 8.12 8.05 7.97 7.90 7.82 7.73 7.64 7.55 7.46 23.00 ELEV 64.06 64.05 64.04 64.02 64.01 64.00 63.99 63.98 63.97 63.95 24.00 DISCHG 7.36 7.26 7.14 7.02 6.89 6.76 6.63 6.50 6.38 6.26 24.00 ELEV 63.94 63.93 63.91 63.90 63.88 63.86 63.85 63.83 63.82 63.80 25.00 DISCHG' 6.13 6.01 5.90 5.78 5.67 5.56 5.45 5.34 5.23 5.13 25.00 ELEV 63.78 63.77 63.75 63.74 63.72 63.71 63.70 63.68 63.67 63.66 26.00 DISCHG 5.03 4.93 4.83 4.73 4.64 4.54 4.45 4.36 4.27 4.18 26.00 ELEV 63.64 63.63 63.62 63.61 63.59 63.58 63.57 63.56 63.55 63.54 27.00 DISCHS 4.10 4.02 3.93 3.85 3.77 3.69 3.61 3.54 3.46 3.39 27.00 ELEV 63.52 63.51 63.50 63.49 63.48 63.47 63.46 63.45 63.44 63.43 28.00 DISCHG 3.32 3.25 3.18 3.11 3.04 2.98 2.92 2.85 2.79 2.73 28.00 ELEV 63.42 163.42 63.41 63.40 63.39 63.38 63.37 _ 63.36 63.36 63.35 29.00 DISCHG 2.67 2.61 2.56 2.50 2.45 2.40 2.34 2.29 2.24 2.19 29.00 ELEV 63.34 63.33 63.33 63.32 63.31 63.31 63.30 63.29 63.29 63.28 RUNOFF VOLUME ABOVE BASEFLOW = 4.03 WATERSHED INCHES, 197.76 CFS-HRS, 16.34 ACRE-FEET; BASEFLOW = .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 4 RECORD ID TR20 XEQ 10-12-88 12:05 NUTMEG 87131 DETENT JOB 1 PASS 5 REV PC 09/83(.2) PAGE 13 EXECUTIVE CONTROL OPERATION COMPUT FROM XSECTION 1 TO STRUCTURE 2 RECORD ID STARTING TIME = .00 RAIN DEPTH = 6.85 RAIN DURATION= 1.00 RAIN TABLE NO.= 2 ANT. MOIST. COND= 2 ALTERNATE NO.= 1 STORM NO.=99 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF CROSS SECTION 1 OUTPUT HYDR06RAPH= 6 AREA= .04 SO MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.05 129.16 (RUNOFF) 23.65 1.85 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 4.89 WATERSHED INCHES, 116.8E CFS-HRS, 9.66 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE 1 INPUT HYDROGRAPH= 6 OUTPUT HYDROGRAPH= 7 SURFACE ELEVATION= 67.50 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.81 14.00 69.33 RUNOFF VOLUME ABOVE BASEFLOW = 4.75 WATERSHED INCHES, 113.35 CFS-HRS, 9.37 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDROGRAPH= 6 , AREA= .04 SO MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.05 136.14 (RUNOFF) 23.65 1.95 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 4.89 WATERSHED INCHES, 123.20 CFS-HRS, 10.18 ACRE-FEET; BASEFLOW = .00 CFS OPERATION ADDHYD CROSS SECTION 2 INPUT HYDROGRAPHS= 697 OUTPUT HYDROGRAPH= 5 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.05 145.82 (NULL) TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .08 SQ.MI. 4.00 DISCHG .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 5.00 DISCH6 .03 .05 .08 .10 .14 .17 .20 .23 .26 .29 6.00 DISCHG .32 .37 .44 .51 .56 .61 .65 .70 .75 .79 7.00 DISCH6 .84 .89 .93 .98 1.02 1.07 1.11 1.16 1.20 1.25 TR20 XEQ 10-12-88 12:05 NUTMEG 87131 DETENT JOB 1 PASS 5 REV PC 09/83(.2) PAGE 14 8.00 DISCH6 1.29 1.37 . 1.51 1.63 1.79 1.95 2.06 2.15 2.23 2.31 9.00 DISCH6 2.38 2.50 2.70 2.86 2.97 3.07 3.21 3.44 3.62 3.75 10.00 DISCH6 3.87 4.03 4.29 4.52 4.91 5.33 5.78 6.49 7.05 7.78 11.00 DISCH6 8.52 9.21 10.12 10.89 12.12 13.41 20.26 37.80 53.97 93.86 12.00 DISCH6 138.82 140.17 91.07 5B.98 44.25 36.36 32.72 30.20 28.85 27.43 13.00 DISCH6 26.09 25.19 24.10 23.39 22.65 21.97 21.41 20.64 20.11 19.60 14.00 DISCH6 19.16 18.77 18.29 17.92 17.47 17.03 16.65 16.16 1530 15.56 15.00 DISCH6 15.38 15.25 415.13 15.00 14.67 14.32 14.10 13.95 13.82 13.71 16.00 DISCH6 13.60 13.49 13.39 13.28 13.18 13.08 12.88 12.51 12.24 12.OB 17.00 DISCH6 11.95 ll.B4 11.74 11.65 11.55 11.46 11.37 11.2B 11.17 10.86 18.00 DISCH6 10.53 10.30 10.15 10.02 9.90 9.79 9.68 9.57 9.47 9.37 19.00 DISCH6 9.27 9.17 9.08 8.99 8.90 8.81 8.72 8.64 8.53 8.23 20.00 DISCH6 7.91 7.72 7.59 7.49 7.40 7.32 7.23 7.16 7.08 7.00 21.00 DISCH6 6.93 6.86 6.79 6.72 6.65 6.59 6.52 6.46 6.40 6.34 22.00 DISCH6 6.28 6.23 6.17 6.12 6.06 6.01 5.96 5.91 5.86 5.81 23.00 DISCH6 5.77 5.72 5.67 5.63 5.58 5.54 5.50 5.45 5.39 5.13 'r 24.00 DISCH6 4.94 4.4B 3.82 3.40 3.19 3.07 2.98 2.90 2.83 2.76 25.00 DISCH6 2.69 2.63 2.56 2.50 2.44 2.38 2.32 2.26 2.21 2.16 26.00 DISCH6 2.10 2.05 2.00 1.95 1.91 1.86 1.81 1.77 1.73 1.68 27.00 DISCH6 1.64 1.60 1.56 1.53 1.49 1.45 1.42 1.38 1.35 1.32 28.00 DISCH6 1.28 1.25 1.22 1.19 1.16 1.14 1.11 1.08 1.05 1.03 29.00 DISCHG 1.00 .98 .96 .93 .91 .89 .87 .84 .82 .80 RUNOFF VOLUME ABOVE BASEFLOW = 4.82 WATERSHED INCHES, 236.55 CFS-HRS, 19.55 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE 2 INPUT HYDROGRAPH= 5 OUTPUT HYDR06RAPH= 1 SURFACE ELEVATION= 63.00 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 13.45 22.29 65.95 TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .08 SQ.MI. 5.00 DISCH6 .00 .00 .00 .01 .01 .01 .02 .03 .03 .04 5.00 ELEV 63.00 63.00 63.00 63.00 63.00 63.00 63.00 63.00 63.00 63.01 6.00 DISCH6 .05 .06 .07 .08 .10 .11 .13 .15 .16 .18 6.00 ELEV 63.01 63.01 63.01 63.01 63.01 63.01 63.02 63.02 63.02 63.02 7.00 DISCH6 .20 .23 .25 .27 .29 .32 .34 .37 .39 .42 7.00 ELEV 63.03 63.03 63.03 63.03 63.04 63.04 - 63.04 63.05 63.05 63.05 8.00 DISCH6 .45 .47 .50 .54 .58 .62 .66 .71 .75 .80 8.00 ELEV 63.06 63.06 63.06 63.07 63.07 63.08 63.08 63.09 63.10 63.10 9.00 DISCH6 .85 .90 .96 1.01 1.07 1.14 1.20 1.27 1.34 1.41 9.00 ELEV 63.11 63.12 63.12 63.13 63.14 63.15 63.15 63.16 63.17 63.18 10.00 DISCH6 1.49 1.57 1.65 1.74 1.83 1.94 2.05 2.18 2.33 2.49 10.00 ELEV 63.19 63.20 63.21 63.22 63.23 63.25 63.26 63.28 63.30 63.32 11.00 DISCHG 2.67 2.87 3.OB 3.32 3.5B 3.07 4.28 5.05 6.32 8.29 11.00 ELEV 63.34 63.37 63.39 63.42 63.46 63.50 63.55 63.65 63.81 64.08 12.00 DISCHG 10.92 15.49 18.13 19.61 20.44 20.96 21.31 21.58 21.78 21.95 12.00 ELEV 64.50 64.98 65.36 65.57 65.69 65.76 6531 65.85 65.88 65.90 TR20 XEQ 10-12-89 12:05 NUTMEG 87131 DETENT JOB i PASS 5 REV PC 09/83t.21 PAGE 15 13.00 DISCHG 22.07 22.17 22.23 22.27 22.29 22.29 22.27 22.24 22.19 22.13 13.00 ELEV 65.92 65.93 65.94 65.95 65.95 65.95 65.95 65.94 65.93 65.93 14.00 DISCHG 22.06 21.98 21.89 21.79 21.69 21.57 21.45 21.32 21.18 21.03 14.00 ELEV 65.92 65.90 65.89 65.88 65.86 65.85 65.83 65.81 65.79 65.77 15.00 DISCHS 2039 20.74 20.60 20.45 20.31 20.16 20.00 19.85 19.69 19.54 15.00 ELEV 65.75 65.73 65.71 65.69 65.67 65.64 65.62 65.60 65.58 65.56 16.00 DISCHG 19.38 19.23 19.08 18.93 18.78 18.64 18.49 18.34 18.18 18.03 16.00 ELEV 65.53 65.51 65.49 65.47 65.45 65.43 65.41 65.39 65.36 65.34 17.00 DISCHG 17.87 17.71 17.56 17.41 17.26 17.11 16.96 16.81 16.67 16.52 17.00 ELEV 65.32 65.30 65.27 65.25 65.23 65.21 65.19 65.17 65.15 65.13 18.00 DISCHG 16.37 16.21 16.06 15.90 15.75 15.58 15.37 15.17 14.97 14.77 18.00 ELEV 65.11 65.08 65.06 65.04 65.02 64.99 64.97 64.95 64.93 64.91 19.00 DISCHG 14.58 14.38 14.20 14.01 13.83 13.66 13.48 13.31 13.14 12.97 19.00 ELEV 64.89 64.87 64.85 64.83 64.81 64.79 64.77 64.75 64.73 64.72 20.00 DISCHG 12.80 12.62 12.45 12.27 12.10 11.93 11.76 11.60 11.44 11.29 20.00 ELEV , 64.70 64.68 64.66 64.64 64.62 64.61 64.59 64.57 64.55 64.54 21.00 DISCHG 11.13 10.98 10.81 10.77 10.67 10.57 10.47 10.38 10.28 10.19 21.00 ELEV 64.52 64.50 64.49 64.47 64.46 64.44 64.43 64.41 64.39 64.38 22.00 DISCHG 10.09 10.00 9.91 9.82 9.73 9.64 9.55 9.46 9.37 9.29 22.00 ELEV 64.36 64.35 64.33 64.32 64.31 64.29 64.28 64.26 64.25 64.24 23.00 DISCHG 9.20 9.12 9.04 8.95 8.87 9.79 8.71 8.63 8.56 8.48 23.00 ELEV 64.22 64.21 64.19 64.18 64.17 64.16 64.14 64.13 64.12 64.11 24.00 DISCHG` 8.39 8.30 8.20 8.09 7.97 7.85 7.71 7.56 7.42 7.27 24.00 ELEV i 64.09 64.08 64.06 64.04 64.02 64.01 63.99 63.97 63.95 63.93 25.00 DISCHG 7.13 6.99 6.86 6.72 6.59 6.46 6.33 6.20 6.08 5.96 25.00 ELEV 63.91 63.69 63.88 63.86 63.84 63.83 63.81 63.79 63.78 63.76 26.00 DISCHG 5.84 5.72 5.61 5.49 5.38 5.27 5.17 5.06 4.96 4.86 26.00 ELEV 63.75 63.73 63.72 63.70 63.69 63.67 63.66 63.65 63.63 63.62 27.00 DISCHG 4.76 4.66 4.56 4.47 4.38 4.29 4.20 4.11 4.02 3.94 27.00 ELEV 63.61 '63.60 63.58 63.57 63.56 63.55 63.54 63.53 63.51 63.50 28.00 DISCHG 3.86 ! 3.77 3.69 3.61 3.54 3.46 3.39 3.31 3.24 3.17 28.00 ELEV 63.49 63.48 63.47 63.46 63.45 63.44 63.43 63.42 63.41 63.41 29.00 DISCHG 3.10 3.04 2.97 2.91 2.84 2.78 2.72 2.66 2.60 2.55 27.00 ELEV 63.40 63.39 63.38 63.37 63.36 63.36 63.35 63.34 63.33 63.33 RUNOFF VOLUME ABOVE BASEFLOW = 4.66 WATERSHED INCHES, 228.41 CFS-HRS, 19.88 ACRE-FEET; BASEFLOW = .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 5 RECORD ID EXECUTIVE CONTROL OPERATION ENDJOB RECORD ID TR20 XEQ 10-12-88 12:05 NUTME6 87131 DETENT JOB 1 SUMMARY REV PC 09/83(.2) PAGE 16 SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDR06RAPH A QUESTION MARK(?) INDICATES A HYDR06RAPH WITH PEAK AS LAST POINT.) SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHAR6E STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA 4 COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (SQ MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE i STORM 2 XSECTION 1 RUNOFF .04 2 2 .10 .0 3.15 24.00 1.57 --- 12.06 43.10 1164.8 STRUCTURE 1 RESVOR .04 2 2 .10 .0 3.15 24.00 1.52 68.08 12.95 4.55 123.0 XSECTION 2 RUNOFF .04 2 2 .10 .0 3.15 24.00 1.57 --- 12.06 45.43 1164.8 XSECTION 2 ADDHYD .08 2 2 .10 .0 3.15 24.00 1.55 --- 12.07 48.05 632.2 STRUCTURE 2 RESVOR .08 2 2 .10 .0 3.15 24.00 1.49 63.94 13.67 7.32 96.3 ALTERNATE 1 STORM 10 XSECTION 1 RUNOFF .04 2 2 .10 .0 4.80 24.00 3.00 --- 12.05 81.24 2195.7 STRUCTURE 1 RESVOR .04 2 2 .10 .0 4.80 24.00 2.91 68.63 12.87 8.60 232.5 XSECTION 2 RUNOFF .04 2 2 .10 .0 4.80 24.00 3.00 --- 12.05 85.63 2195.7 XSECTION 2 ADDHYD .08 2 2 .10 .0 4.80 24.00 2.95 --- 12.06 91.07 1198.3 STRUCTURE 2 RESVOR .08 2 2 .10 .0 4.80 24.00 2.85 64.82 13.53 13.94 183.4 ALTERNATE 1 STORM 25 XSECTION 1 RUNOFF .04 2 2 .10 .0 5.40 24.00 3.54 --- 12.05 95.44 2579.5 STRUCTURE 1 RESVOR .04 2 2 .10 .0 5.40 24.00 3.44 68.83 12.87 9.90 267.6 XSECTION 2 RUNOFF •04 2 2 .10 .0 5.40 24.00 3.54. --- 12.05 100.60 2579.5 XSECTION 2 ADDHYD .08 2 2 .10 .0 5.40 24.00 3.49 --- 12.06 107.15 1409.8 STRUCTURE 2 RESVOR .08 1 2 2 .10 .0 5.40 24.00 3.37 65.12 13.43 16.50 217.1 ALTERNATE 1 STORM 50 XSECTION 1 RUNOFF •04 2 2 .10 .0 6.15 24.00 4.24 --- 12.05 112.51 3040.7 STRUCTURE 1 RESVOR .04 2 2 .10 .0 6.15 24.00 4.11 69.09 12.85 11.81 319.3 XSECTION 2 RUNOFF .04 2 2 .10 .0 6.15 24.00 4.24 --- 12.05 118.59 3040.7 XSECTION 2 ADDHYD .08 2 2 .10 .0 6.15 24.00 4.18 --- 12.05 127.17 1673.3 STRUCTURE 2 RESVOR .08 2 2 .10 .0 6.15 24.00 4.03 65.54 13.42 19.41 255.4 ALTERNATE 1 STORM 99 a _ XSECTION 1 RUNOFF •04 2 2 .10 .0 6.85 488-92P Nutmeg Cal1`I.�_lot + 2 STRUCTURE i RESVOR .04 2 2 .10 .0 635 ReSUb• G&R Realty/W. Parcel .. XSECTION 2 RUNOFF .04 2 2 •10 .0 6.85 24.w 'rive • Grace XSECTION 2 ADDHYD .08 2 2 .10 .0 6.95 24.00 4.82 --- 12.05 145.82 ntB.7 STRUCTURE 2 RESVOR .08 2 2 .10 .0 6.85 24.00 4.66 65.95 13.45 22.29 293.3 TR20 XEQ 10-12-88 12:05 NUTMEG 87131 DETENT JOB 1 SUMMARY REV PC 09/83(.2) PAGE 17 SUMMARY TABLE 3 - DISCHARGE (CFS) AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES XSECTION/ DRAINAGE STRUCTURE AREA STORM NUMBERS.......... ID (SQ MI) 2 10 25 50 99 STRUCTURE 2 .08 ALTERNATE 1 7.32 13.94 16.50 19.41 22.29 STRUCTURE 1 .04 ALTERNATE 1 4.55 8.60 9.90 11.81 14.00 XSECTION 1 .04 ALTERNATE 1 43.10 81.24 95.44 112.51 129.16 XSECTION 2 .08 ALTERNATE 1 48.05 91.07 107.15 127.17 145.82 , j CASEY, HALPERN, GRACE & DOMBROWSKI, P.C. DEC I988 ATTORNEYS AT LAW 47S BLICKLANO ROAD SOUTH WINDSOR,CONNECTICUT 06074 T S�ut11 '►,j,iadsornanni (2031644-1526 g & Zoning CQmmISSion JOHN M.CASEY _ 165 SI LAS OEANE H I GHWAY KENNETH S.HALPERN WETHERSFIELD,CT 06109 WILLIAM E.GRACE I2031 563-2B34 JOHN W.DOMBROWSKI,JR. APRIL C.TEVERIS December 15, 1988 TOWN OF SOUTH WINDSOR 1540 Sullivan Avenue South Windsor, CT 06074 RE: Application #88-92P - Nutmeg Commercial Centre (Resubdivision) Dear Commissioners: The Owner and Applicant hereby grant the Commission a 65 day extension in which to act on the above application. Owner- MG Realty Applicant-G&R Realty 04001jf � 0 ehza4ee By William E. Grace Their Attorney WEG/att Hartford County Soil and Water Conservation District 1101 KENNEDY ROAD • ROOM 105B WINDSOR, CT 06095 • 688-7725 January 12, 1989 ' f£ `�08 AGES; "Y'Y TO: John Moran, Jr., Chairman e:N5E' 'CW M' ` South Windsor Inland Wetlands Agency/Conservation Commission FROM: Denise Conkling, District Manager �C c - Hartford County Soil and Water vat n District -/ RE: APPLICATION #88-92P - "NUIVEG SUBDIVISION" Sheets 1 and 2, dated May 1987 and Sheets 2 through 22, dated August 1988 On December 13, 1988 I walked the above mentioned property with John Mc Cahill. I later reviewed the site plans with Kip Kolesinskas, Soil Scientist-USDA-Soil Conservation Service, using aerial photos. The following comments are offered for your consideration: - Aerial photos and data we have on file for this parcel indicates that there maybe more wetlands on the property than shown in the wooded area in the northwest corner and also in the northeast corner of the field. - The proposed site has a predominance of sandy soils that act as a discharge area. During drier periods, these may also act as recharge areas for the groundwater table. The extensive ditch system has not permanently altered the water table and unless maintained, they will fill in and cease to function. For this reason, agricultural drainage is not considered a permanent alteration. The Commission may want to obtain conservation easement on portions of the property to protect recharge/discharge functions. - Construction of building foundations, parking lots and other impervious areas will impact the water table. Instead of slow subsurface flow that occurs now, stormwater will be directed into a detention basin. Flow will become a point source discharge. This could have an adverse impact on the remaining wetlands. An ecological assessment of the wooded wetlands may be warranted. - The soil scientist's report suggests that the detention basin will also serve to enhance the natural diversity of the area. This implies that it will be a wetland mitigation area. If this is the intent than detailed plans should be submitted on how this will be achieved. This may include plans for water quality, wetland plantings, etc. PAGE 2 APPLICATION #88-92P - "NUTMEG SUBDIVISION" Sheets 1 and 2, dated May 1987 and Sheets 2 through 22, dated August 1988 - Presently the combination of field and wooded wetlands provides a diverse habitat for wildlife. Also, there are other open waters nearby. The detention basins will be surrounded by close development. This will reduce the diversity. This should be considered when evaluating the detention basins for functions other than stormwater management. - It was noted during this site visit that the recently installed detention basin located near the southwest corner of the proposed development was nearly filled with water. It is recommended that details for drainage be calculated using high water table information for sizing. SAMPLE LETTER AS SENT TO ABUTTING OWNERS January 13, 1989 G & R Realty C/O P.A.L. Investment Group 61 South Main Street West Hartford, CT 06107 South Windsor, CT 06074 RE: NUTMEG AND SOUTH SATELLITE ROAD, SOUTH WINDSOR Dear In accordance with the regulations of the Inland Wetlands Agency/Conservation Commission and our promise to give notice, we hereby advise you of an Inland Wetlands hearing on our application to be held on January 23, 1989 at 7:30 p.m. in the Town Hall. The application is for an Industrial Resubdivision on property owned by MG Realty and located on the easterly side of Nutmeg Road and the southerly side of South Satellite Road and which abutts your property. The application and plans are on file at the South Windsor Town Hall, 1540 Sullivan Avenue, if you desire further information please contact the Planning Department, 644-2511 . Respectfully, G & R Realty By Victor RisCassi CASEY, HALPERN, GRACE & DOMBROWSKI, P.C. ATTORNEYS AT LAW 479 BUCKLANO ROAD SOUTH WINOSOR,CONNECTICUT 06074 [203)B44-152B TELECOPIER(203)644-1520 JOHN M.CASEY 165 SILAS OEANE HIGHWAY KENNETH S.HALPERN WETHERSFIELO,CT OB109 WILLIAM E.GRACE [203)5B3-2B34 JOHN W.OOMBROWSKI,,,JR. APRIL C.TEVERIS January 13, 1989 Inland Wetlands Agency/Conservation Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Nutmeg Commercial Centre Nutmeg and South Satellite Roads Dear Commissioner: Enclosed please find a sample letter which was sent this date to all abutting owners as shown on the list provided herewith. The letters were sent certified mail as required by the Agency. Very truly yours t William E. Grace WEG/att enclosures S 011 N c � � U o 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 r��SOR•CoN AREA CODE 203/644-2511 January 19, 1989 William E. Grace, Esq. 479 Buckland Road Sokuth Windsor, CT 06074 Re: Application #88-92, Nutmeg Commercial Centre Subdivision Dear Attorney Grace: 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 7 complete sets 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 r NUTMEG COMMERCIAL CENTRE - SUBDIVISION - PLANNING DEPT REVIEW COMMENTS PLOT PLAN Lots should be shown in their entirety on one sheet (lots 9, 10, n, 10) - Names of abutting property owners needed (lots 1-4, Nutmeg Commercial Centre) - Need traffic control signs and pavement markings as directed Traffic Authority TOPOGRAPHIC MAP Need P-aement.,Widths; note Planning Dept. will recommend to PZC that there mitt�iks on one side of the new street and on South Satellite frontage GENERAL COMMENTS - Parcels A & B will not be approved as building lots and will require wording to that effect; the disposition of Parcel B must be determined prior to action by PZC, as there is no access. - Note that there is an 80 foot setback requirement from waterbodies (IWA/CC regulations) ; will affect lots 6, 7 , 9, 10, 16, 17 - minimal building area left (recommend requesting exemption from IWA for that requirement) - Lot 1's detention pond is shown as encroaching on the proposed Lot 11 and Lot 12; must be resolved 8f44 ce T-OM� 0-Ps ?1)&&460t C � U w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 f��sOR•Co AREA CODE 203/644-2511 January 17, 1989 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Michael J. Gantick, Director of Public Works14!5et RE: Engineering Review Nutmeg Commercial Center Please find attached the SEA engineering review. The following comments are also noteworthy: 1 . Soil conditions per SCS Soil Survey are very poor in both the area of the proposed road and the lot areas . In most cases the soil is unsuitable for road fill and subgrade and seasonaly high groundwater is at or near the surface. Both these factors present significant concerns as they relate to development of this site and have not been addressed by the plans . 2. Sheet 4 and 5 indicate a 20 foot drainage easement to the Town. Town does not want the easement. 3 . Waterline should be placed along one curb line not crossing from side to side or down centerline of road. 4 . Storm manholes along gutter line should be replaced with catch basins . 5 . Both detention basins as proposed will be built into the groundwater table. It is questionable as to how the hydraulics of the area as well as the maintenance of the basins will be accomplished under these conditions . 6 . The outlet channel for all of the drainage from the proposed development has not been addressed. The storm drainage eventually drains under Hilton Drive. Again, the impacts (including a backwater analysis) have not been addressed. 7 . The plans in general provide no match marks and are difficult to follow. 8 . Parcel "B" is questionable as to its status . It should be addressed at the time of this plan. Marcia A. Banach January 17, 1989 Page 2 . 9 . The conditions of the existing detention basin should be shown including emergency spillway, water elevation, etc. Detention basin appears to be on Lots #11 & 12. 10. The proposed grading should be shown for the lots since as proposed the road will be above all lots. Utility service (sanitary, storm) will be difficult via gravity unless considerable fills are considered. 11 . Check map reference #3 on sheet 2. 12. Abutters should be shown as they exist (sheet 2 ) . 13 . Datum should be included on topo maps . 14 . Maintenance of drainage system (swale, detention basins) will be of concern. An operation and maintenance plan including responsible parties should be part of this plan. Because of grades, soils and high groundwater major problems may occur if 0 & M is not done every year. 15 . The neighbors along Hilton Drive have been concerned about impacts associated with stormwater/groundwater. Again as previously stated, the complete drainage system should be addressed for this project. 16 . Storm drainage for road should include appropriate easements for discharge. 17 . Center islands along roads are not desirable from the Towns perspective. 18 . Topo plans (Sheet 9 & 10) do not show same information i .e. Lot #2 . 19 . Note on Sheet 9 requests sidewalk waiver. Sidewalks should be included. 20. Plan and profile plans should include lot numbers . Based on the number and nature of the concerns noted herein, it is recommended that the Commission not act on this application until the concerns have been addressed and re-reviewed by staff . It should be also noted that the noted comments do not constitute a final review of this application, since a detailed review of revised plans is required. Should you have any questions regarding this matter please contact me. 'l. 1 . S E A consultants Inc. November 28, 1988 Engin ers/Archit cts Principals Mr. Michael J. Gantick, P.E. Arnold B Goldstein,PE. Director of Public Works Frederick G.Aufiero,P.E. Robert M.Brandon,A.I A. Town of South Windsor Stephen H.Geribo,P.E. 1540 Sullivan Avenue David T.Goodemote,P.E. South Windsor CT 06074 Bruce E.Soule,P.E. Kenneth M.Stewart,P.E. Anthony J.Zuena,P.E. Re: Nutmeg Commercial Centre Associates Job No. 88126.49 Steven L.Bernstein,PE. Task Order No. 49 Paul F.Gabriel,P.E. Mark Gould,P.E. Joseph A.Murphy,P.E. Dear Mr. Gantick: Y Michael S.Schultz,PE. Paul C.Showstead,P.E. As requested, S E A Consultants Inc. has reviewed the following for Arthur A.Spruch,RE the above referenced project: Paul C.Ross,P.E. Sheet No. Title Prepared By Date 1 Key Map Fuss & O'Neill May 1987 2 Boundary Map if it if It 3 Soil Classifi- it of Aug. 1988 cations 4-8 Plot Plan It it to of 9-13 Topographic Plan it it of 14-16 Plans & Profiles It it of 17-20 Erosion & Sediment it Control Plans 21-22 Details 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 4.13.2.4 TOPOGRAPHIC MAP b. Pavement widths should be labeled on the map. 850 Silas Deane Highway Wethersfield,CT06109-3412 d. Existing and proposed gas main systems, if applicable, should (203)721-7993 be located on the plans. 485 Massachusetts Avenue Cambridge,MA 02139-4018 e. S tormwater management easements, noting grantors and (617)497-7800 grantees, should be designated on all lots containing 1537 Main Street proposed detention basins. Springfield,MA 01 1 03-1 420 (413)731-9662 Citicorp Park West g. Storm drainage pipe lengths should be labeled on the plans. 100 Foden Road South Portland,ME 04106-2319 (207)775-2281 Y SEA Consultants Inc. Mr. Michael J. Gantick, P.E. Engineers/Architects November 28, 1988 Page Two Section 4.13.6 CONSERVATION PLAN 1. Soil definitions should be included on the plans. 2. A temporary topsoil stockpile area, with appropriate sedimentation and erosion control measures, should be designated on the plans. 3. It has been noted that approximately one-half of the designated wetlands on the site will be filled. Section 5 AREA, YARD AND HEIGHT REQUIREMENTS 5.2 The maximum required impervious coverage listed in the data block should read 65% in accordance with the Town's revised regulations. GENERAL COMMENTS 1. It is recommended that Lot No. 's 16 and 17 be designated as non- buildable lots due to the presence of the detention basin and the wetlands on the site. Also, Parcel "B" should be denoted as a non-buildable lot due to the absence of a suitable access. 2. The proposed 30" R.C.P. outlet into the detention basin has been mislabeled on sheet 11 of 22. 3. A gutter flow analysis and storm sewer design calculations for Centre Circle have not been submitted and are, therefore, not part of this review. 4. Post-development drainage calculations have been submitted. However, pre-development calculations , including the existing detention basin on Lot No. 1 should be submitted. Therefore, the drainage review can not be properly evaluated. 5. The location of the low point at Station 12+00 along Centre Circle does not correlate with Drainage Inlet No. 's 7, 8, 9 and 10. 6. Drainage Inlet No. 17 at Station 23+60 Lt is mislabeled on the profile. Also, the location does not correlate with the plan and profile. 7. A note should be added on the plans regarding the existing catch`s PIA basin grate at Station 23+5 it. A Type "C-L" grate should be provided. �5ho- to iw `CK ` 0 Guru 8. It has been denoted on the plans that a sidewalk deferment has been requested along South Satellite Road and Centre Circle. ' R R Y S E A Consultants Inc. Engin era/Architects Mr. Michael J. Gantick, P.E. November 28, 1988 Page Three 9. The existing drainage inlet and the proposed 151, diameter outlet at the existing detention basin on Lot No. 1 on Sheet 9 of 22 does not correlate with that shown on Sheet 17 of 22. 10. It should be clarified as to where the water travels downstream of the detention basins. 11. The distance between Drainage Inlet No. 4 and the high point at Station 3+60 of Centre Circle has exceeded the maximum allowable limit. 12. A typical roadway cross section including the center medians should be provided. If you have any questions, please do not hesitate to call me. Very truly yours, S E A Consultants Inc. John T. Holland JTH:ap l�'v►� (�rL(�(.�rt Y • �� "� 41 0-7 ��LL 'L LLULl2c1 �`' ,., 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 tioV)R cow AREA CODE 203/644-2511 January 17 , 1989 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning �j ' ' FROM: Michael J. Gantick, Director of Public Works RE: Engineering Review Nutmeg Commercial Center Please find attached the SEA engineering review. The following comments are also noteworthy: 1 Soil conditions per SCS Soil Survey are very poor in both the area of the proposed road and the lot areas . In most cases the soil is unsuitable for road fill and subgrade and easonaly high qroundwateE. �®r ..n the surface . Both these factors present significant concernsTAs they relate to developmen of this s ' to and AL have not been addressed by the plans . 046k vim" `�'� �. Sheet 4 and 5 indicate a 20 foot drainage easement to the Town. Town does not want the easement. 3 . . Waterline should be placed along one curb 1ine� not crossing _ from side to side or down centerline•`of road. ! or >• t" 44 Storm manholes along gutter line should be replaced with catch basins . 5 Both ,detention basins as proposed will be built into the R n;;V,C I as to how the groundwater table. It is hydraulics of the area as well as the maintenance of the basins will be accom lished under these conditionsIe c�J jt s -�- �� c L w h'c.�n N.t e v A-*_j s e\ r. , �-- 6 . The outlet channel for all of the drainage from the T -- been addressed . The storm proposed development _has no . PILO' drainage eventually drains, under Hilton Drive . Again, the impacts ( including a backwater analysis ) have not been addressed . ' qAt 'evl 7 The glans in general provide no match marks and are H—if---i cult to follow rld Parcel "B" is questionable as to its status . 1 sheu� re as;dr messed az the time of . r Marcia A. Banach January 17 , 1989 Page 2 . 9 The conditions of the existing detention basin should udin - emer enc spillway, water eleyatic ram, . .� 9 ► ; shown incl g g y 11 < < l .t.�l �l�^ 10 The ro osed grading should be shown for the lots s is-C� �. 4 -p „ as proposed the road will be above all lots . Util_-� },l service _( sanitary, storm) will be difficult via grav- unless considerable fills are considered. ( Check map reference #3 on sheet 2 . Abutters should be shown as they exist (sheet 2 ) . Datum should be included on topo maps . detention basi-- Maintenance of drainage system (swale, �i�+ wi=--be of concern. An operation and maintenance r si including res_p.anb.le parties should be part of th e plan. Because of grades , soils and high groundwat,6V major P roblems may occur if 0 & M is not done eve-9 year. The neighbors along Hilton Drive have been conc2; vi .__. ,,� dstr,Q about impacts,_...associated with stormwater/groundwateAr ms e • �' P , e comp-z ate dainag. syT -- sy�ould WAr be addressed f(:>r-x Lh11T s project. LL) Storm drainage.. for road should include appropr=- easements for discharge. ' Center islands along roads are not desirable from (1.ql. Cent Towns perspective. Topo plans (Sheet 9 & 10 ) do not show same info , •a= i .e. Lot #2 . 4 M Note on Sheet 9 requests side,Talk waiver . Side a: �. .j should be included. _ Plan and profile plans should include lot nL '�ers - herein n Based on the number and nature of the concerns no�.ed recommendedis that the Commission not act on athi wed~ v15 until :the concerns have Lee add zd and It should be also noted that the noted comments do not s zL �,-•-, 1 ra�Tlew of this application, since a detailed re revised plans is required. ,, t i Natter p- ycu ha,re any goes=ior_s rega_r :ing '� s I Irc LETTER OF TRANSMITTAL j S ,NFJ Date �' Project No.,0r7- Ft) LL consulting engineers Attention: 146 Hartford Road,Manchester,CT 06040/(203)646-2469 Facsimi : Ext.307 RE TO : AL2LZ� We are sending you Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints Plans ❑ Sa+jbW*'" Specifications Copy of Letter ❑ Change Or er ❑ Other Copies Date No. Description 4LAZI= J 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 a2er-�� -14--rl Zehr oc e, kt� -411 C opy to SIGNED: F O-100 AN 1989 6 & R Realty 61 South Main Street South Windsor Suite 211 INLA1,10 'AETLANDS AGENCY/ West Hartford, CT 06107 r AIzzERVATION COMMISSION January 28, 1989 Town of South Windsor Inland Wetlands Agency/ Conservation Commission 1540 Sullivan Avenue South Windsor, CT 06074 Attention: Mr. John Moran,Jr. Chairman Re: Nutmeg Resubdi vi si on Application BB-92P Dear Commissioners: During the presentation of our application on January 23rd it was suggested by a resident of Hilton Drive that someone from the commission walk the site. As applicant we would be most happy to be present with you and any concerned residents who would wish to tour the site. Please adi vse us of a convenient time. Weekends or eveings might be more practical for the residents and would pose no inconvenience for us. Please feel free to contact me directly during the day at 278-4155 or evenings and weekends at 572-4395. Very truly yours, Vi cor L. Ri sCassi Project Manager VLRlm cc: John Cahill Zoning/Wetlands Enforcement Officer. 0 , 7-0u O-P S-0 ?d&U&Ot C = L 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 -CO AREA CODE 203/644-2511 February 14, 1989 William E. Grace, Esquire 479 Buckland Road South Windsor, CT 06074 r re: Appl . #88-92P, G & R Realty- 13 lot Resubdivision plus 3 parcels Dear Atty Grace: Please be advised that the public hearing in the above matter has been scheduled for Tuesday, February 28, 1989 at 8:00 P.M. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. A sign advertising the hearing must be posted for 10 consecutive days prior to the hearing, and must be clearly visible from the road. Please have it posted by Friday, February 17, 1989 . One sign should be placed on the southerly side of South Satellite Road, and the easterly side of Nutmeg Road. Signs can be purchased in the Town Hall for $5 .00 each. Very truly yours, PLANNING AND ZONING COMMISSION � l Raymond F. Hallowell, Jr. Chairman cc: PZC File Applicant Engineer M. Banach, Dir. of Planning O & R Realty 61 South Main Street Suite 211 West Hartford, CT 06117 February 15,1989 Town of South Windsor PtCEIVED- 1540 Sullivan Avenue z South Windsor, CT 06074 �� nsg Attentions Mr. Michael J. Gantick � WINDSOR PLANNING DEpT. Director of Public Works ResNutmeg Commercial Centre Engineering Review Dear Mr. Gantick, In follow up to your January 17th letter and subsequent January 26th meeting we filed a corrected set of drawings February 1491989. As requested most of the items noted in your review as well as SEA's and our follow-up meeting have been incorporated in the corrected set. A)The soil conditions of the subgrade has been reviewed by Clarence Welti and the new pavement cross section reflects his recommendations. H) Notations have been made that the O & M of the retention and detention ponds shall be the responsibility of the landowner. C) An 8" pvc underdrain has been added along the easterly property line (Hilton Drive) . The installation will be ma"ring the construction of the loop road even though parcel "C" will not be developed at this time. D) A field survey and topo have been made along with the brook. This information Is available under separate cover. Also included in this survey is the Dipetro property at the southeast corner of our property. E) The capacity of both the retention and detention pond have been increased thus diminishing the run-off Into the brook. F) A back water analysis has been submitted with th se plans. However, due to its technical nature we have requested Olen Mertle f Fuss & O'Neill to meet with you on February 22nd so the variable used in the computations can be fully explained. We hope that these updated plans address the concerns previ usl y brought to our attention. Unfortunately, I will be unable to attend the February 22nd meeting. I am sure my comments would add little to Mr. Mertle's expertise. Should you wish additional Information at anytime before our February 28th P & Z meeting, please call our office at 278-41 S8. We again thank you for your time and effort to make our application one that is complete and in keeping with the engineering standards of your Town. Very/trul y ,y u s, Vic or L. isCassi Managing Partner VLR/m cc: John Shemo Marsha 8anach Glen Mert 1 e William Brace Mrs � #Mr!eMul�d, end� itrnti AM 1Q: P 094 595 325 ATTOR ZY WII#LIAM GRACE TWO,it SPOW. 1740 EL L TO ROAD souTH wrNDSOR CT 06074 UNITED STATES POSTAL SERVICE OFFICIAL BUSINESS SENDER INSTRUCTIONS Print your name,address and ZIP Code In the space below. • Complete items 1,2,3,and 4 on the LL • Attach to front of article N space MMMMMMO permits, otherwise affix to back of article. PENALTY FOR PRIVATE • End rs article "Return Receipt USE, $300 Requested"adjacent to number. RETURN Print Sender's name, address, and ZIP Code in the space below. TO IWA/CCU TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE 88-92P SOUTH WINDSOR CT 05074 er A\, NUTMEG COMMERCIAL CENTRE Vi SOUTH SATELLITE ROAD SOUTH kINDSOR OV'�r �,Nps �M`SS�oN Np d�SOON CAM STORM WATER MANAGEMENT �S�VP The proposed project is located south of South Satellite Road, east of the existing development on Nutmeg Road, north of the existing development on Pleasant Valley Road and west of the development on Hilton Drive. Included in the project is proposed Centre Circle. Presently, the site drains to a channel near the southerly boundary of the project. This channel starts at a new basin on the Greeberg property on Nutmeg Road. The piped system in Nutmeg Road discharges into the basin. The channel flows to a small pond partly on Parcel "C" of the Nutmeg Commercial Centre and partly on property of Gene A. Depietro. The small pond discharges to a channel which crosses Hilton Drive in a 30" pipe and then joins the Podunk River. The total drainage area to the small pond at the southerly edge of Nutmeg Commercial Centre is 77 acres. A total of 49 acres is channeled through two proposed detention basins. The remaining 28 acres flow either directly to the pond or to the ditch feeding the pond. As noted, Nutmeg Commercial Centre proposes two detention basins. No. 01 is just north of Centre Circle and No. 2 is just south of Centre Circle. The proposed peak flow from a 25 year storm to detention basin No. 01 is 67 cfs. The peak discharge from the basin during a 25 year storm is 9 cfs. Similar reductions in flow would also be realized from other storms. The flow from basin No. 01 discharges to basin No. 02 along with drainage systems in Centre Circle and overland flow. The peak flow into basin No. 02 during a 2 year frequency storm is 34 cfs while the peak discharge is 6 cfs. The existing flow from the same area for a 2 year storm is 9 cfs. A similar comparison for a 25 year storm is 76 cfs in with 17 cfs out and an existing flow of 49 cfs. The detention basins not only reduce peak flow through storage, but they also delay the time of the peak. As an example, much of the drainage area that bypasses the detention basins has a time of concentration of about 15 minutes. This will result in a peak flow at about 12.1 hours into the storms. At this time into the storms, the flow from basin No. 02 will be about 3/4's of the peak flow from the basin during a 25 year storm. Table #1 shows the comparison between the discharge from basin No. 2 with full development and the existing flows for the same area. Table #1 Storm Exist. Flow Prop. Flow 2 Yr. 9 cfs 7 cfs 10 Yr. 37 cfs 14 cfs 25 Yr. 49 cfs 17 cfs 50 Yr. 66 cfs 26 cfs 100 Yr. 82 cfs 36 cfs As shown in Table #1, the proposed detention basins will significantly reduce the flows below the present undeveloped level. Table #2 shows the comparison between the completely undeveloped condition, present development and total development at the existing pond at the southerly boundary of Nutmeg Commercial Centre. Table #2 Present Total Storm No Development Development Development 2 Yr. 15 29 30 cfs 10 Yr. 58 82 57 cfs 25 Yr. 78 105 67 cfs 50 Yr. 104 134 80 cfs 100 Yr.- 130 162 92 cfs As can be seen from Table #2, except for the 2 year storms, the proposed development with two detention basins significantly reduces peak flows from present levels. Comparing total development to no development, shows an increase for the 2 year storm and decreases for the other storms. The existing 30 inch concrete pipe crossing Hilton Drive has a capacity of 47 cfs. Attached are printouts from two runs of the Soil Conservation Service TAR-20 computer program. Run #1 covers the proposed site for present conditions and proposed conditions. Run #2 covers the total area for present development and no development. Following is the key for interpreting the printouts, the summary tables at the end in particular. Run #1 X Section 1 Area to Detention Basin #1. X Section 2 Area to Detention Basin #2 including outflow from Basin #1. X Section 3 Existing condition to location of Basin #2. X Section 4 Area to Gerber Detention Basin. X Section 5 Area below Gerber Basin. X Section 6 Sum of Gerber Basin and X Section 5. X Section 7 Sum of X Section 6 and discharge from Structure #2. Structure 1 Northerly Retention/Detention Basin Structure 2 Southerly Detention Basin Structure 3 Gerber Detention Basin Run #2 X Section 1 Total area to existing pond with no development. X Section 2 Total area to existing pond with existing development. NOTE: Storm numbers are the storm frequencies with 99 referring to a 100 year storm. Glenn J. Mirtl 87-131 Corres. 0214A89GJM W R• infaII Distribution C Type I ]d Type IA A ' O O G • 4— Type II v Typo III P d Figure 11.1--Approximale geographic boundaries for AS rainfall distributions. •marl t Ott {f �� � EG-B{► LIST OF INPUT DATA FOR TR-20 HYDROLOGY}***{t***ff*f*#*f* ICE T^-20 F:':L SUMMARY NOFLO?S N3fTIM=1 87111 DETECT 5 R A 1 F_ 3 .2t� ;4 1,=,006 0.008 0. 8 33 n-0'4 0.036 n-72 0.G41 9 n,04' v.114i4 3 0.Ob6 11,069 g !t;,a 4s�•ry ..':7 i.082 7.0$5 r.9 3 .097 0.103 0..09 F %..1 011,14 0.140 E .'4B � .«_ 0.i61 0.; 0.180 0.222 0.235 rz r �; 63 6,266 .2t i t�.,!.2 0.3 n ., A 4 S C, ,00 01631 0,6n6y V.7 a4 .7 7hL 0.779 0.790 0.801 Q 0.911 0.KI 0.829 0.836 0,845 8 0.853 0.860 0.867 0.874 0.880 S n.•.886 0,892 0.898 0.903 0.909 0.915 0.9119 0.922 0.925 8 0.929 0.932 0.935 0.936 0.941 6 0.944 0,94E 0.952 0.955 8 0,957 0.960 0.962 0.965 0,967 8 0.969 0.9K 0.974 0.976 0.978 8 ME,-, 0.963 0.965 0.987 0.989 8 0.991 0.993 .1.995 0.997 0.990 8 1.0 1.0 1.0 1.0 1.0 9 ENDTBL 3 STRUCT G1 6 68.5 0.0 0.00 8 69.0 3.910 1.45 8 69.5 7.820 2.94 8 70.0 10.94 4.47 9 ENDT6L 3 STRUCT 02 8 63.0 0.0 0.0 8 63.5 3.91 1.00 8 64.0 7.62 2.02 8 64.5 10.94 3.07, 8 65.0 16.93 4.14 8 65.5 37.94 5.24 9 EQO-A' 3 ST RUC T 03 6 G 0.0 8 6°.t: 3,4 1.66 LIST OF INPUT DATA (CONTINUED)********************** 8 70.0 5.0 3.49 9 ENDTBL 6 RUNOFF 1 061 6 0.037 83.0 0.25 1 1 6 3ESVOR 2 01 6 7 67.5 1 5 RU'iO F i 002 6 0.039 83.0 0.25 i 1 6 ADDHYD 4 002 6 r v 1 1 6 RUNOFF 1 003 4 0.076 61.0 0.5 6 REVS 2 02 5 1 63.0 1 6 RUNOFF 1 004 6 .012 83.0 .25 1 1 6 R_SVOR 2 03 6 7 65w.9 1 _ 6 RUNOFF 1 005 6 .031 63.0 25 i ! 6 ADDHYD 4 006 6 7 5 1 1 6 ADDHYD 4 007 1 5 2 1 1 Ck�p�G T :i�CREM b 0.10 7 COMpUT 7 001 007 0.0 3.15 1.0 3 2 01 02 ENO MP 1 7 C04PUT 7 001 007 0.0 4.80 1.0 3 2 01 10 ENDCMP 1 7 COMPUT 7 001 007 0.0 5.40 1.0 3 2 01 25 ENDCMP 1 7 COMPUT 7 001 007 0.0 6.15 1.0 3 2 01 50 ENDCMP 1 7 COMPUT 7 001 007 0.0 6.85 1.0 3 2 01 99 ENDCMP 1 ENDJOB 2 *******************************END OF 80-80 LIST****************************f*** TR20 XE� 03-20-P 10:17 NUTMEG 37131 DETENT 4DE i PASS REV PC 09/83(.2) PAGE i T L-1 , _, ;,nr•�/.TT T' M, P -'!1?= T �#: - n inn `'.'}nn EXEGU:iV= ��� n__ -rc. , _G4 ?ti_q-i ._ _ I1" I-. - .10 HOURIS R_r"O EXECS?��C -PFCOT.3N COMP;j' ^h� XSCCTI 7 TO XJtnTt I 7 rFv^^ .D V e:k-�L_ �_ O vltOk RECORD STAR7INO Ti'E _ .0C! tv IN DE TL = 3.-5 RAIN DURATi'0N= 1.00 RAiN TABLE NG.= 3 ANT. MOIST. CO;v^= 2 W�:E►thrTE N�.- _ �I�:, 'w�.- _ Mu_N �!(E �'eCR_!(EN, - ..r RnUR- OPc A'ION RUM+Grr CROSS S SECTI`)'-u iON i GJ T P'iJ'' 4D^,nRaec- 6 Ti:'v - AREA= .04 S;, M I i N b RUNCF' CURVE= 83. TIME OF CONCEN T RATION= .25 HOURS -vnD RA'^ TTMr INOREF-ENT= .0333 HOURS PEAK TIME(HRS; PEAK DiSCHARG=(CFS) PEAK ELEVATION(FEET) .2.24 30.09 (RUNOFF) 24.07 2.17 (RUNOFF) RUNOFF VOLUME ABOVE FASEF:LK = 1.59 WATERS'HED !WrHES, 37.87 CFS-HRS, 3.13 ACRE-FEET; BASEFLOW CAS OPERATION RESVOR ST"�IlIO i INPUT HYDR36RA?H= 6 OUTPUT HYDRGGRAP�= 7 SURFACc E_=VAT'_ON= 67.50 �EA k TIC?(MKS: PEAK DiSCHARGE(CFS) PEAK ELEVATION(FEET) 4.3.34 4.07 69.02 RUNOFF VOLUmc- ABOVE BASEFLOW = 1.52 WATERSHED INCHES, 36.25 CFS-HAS, 3.00 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDROGRAPH= 6 AREA= .04 SH MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL FYDROGRAPr Tit{E INCREMENT= .0333 HOURS PEAT: TiME(HRS) PEAK DiSCHARGE(GFS) PEAK ELEVATION(FEET) 12.24 31.72 (RUNOFF) 24.07 2.29 (RUNOFF) RUNOFF V'l-UlE ABOVE BASEFLOW = 1.59 WATERSHED INC4ES, 39.91 CFS-HRS, 3.30 ACRE-FEET; BASEFLOW _ son CFc OPERATION ADDYD CRi,SS SECT'^;+ 2 nnr ��. � r:rr4= 6 r C_TPUT HYDROFR. H= =,Ax TTM=ruRS) PEAS. D'SCHAR3E(CFS) PEAK ELEVATION(FEET) _ i2.25 34.10 (NULL) 6.05 (NULL) �. 7 3.5zi (NULL) TR20 XcQ 03-20-89 10:17 NUTMEG 87131 DETENT JOB 1 PASS 1 REV PC 09l83(.2) PAGE 2 RUNOFF VOLUME ABOVE BASEFLOW = 1.55 WATERSHED INCHES, 76.17 CFS-HRS, 6.24 ACPc-FEET; SRS:P`W _ .O CFS w OPERATION RUNOFF CROSS SECTION 3 O'T P'1T HYDROGRAPH= 4 ARI-11 .08 S0 M: INPUT RUNOFF C URVE= 61. TIME OF CONCENTRATIION= .50 HOURS! INTERNAL HYDROGRAPH TIME INCRE"ENT= .0667 HO':RS PEAK TIME(HRS) PEAS. DISCHARSE(CFS) PEAK ELEVATION(FE*TI 12.`0 9.42 (RUNOFF) 24.20 1.41 (RUNOFc) R'_',?(OFF VOLUME ABOVE BASEFLOW _ .43 WATERSHED INCHES, 2:.19 "FS- Rti, i,75 41RE-�EET, Pas;`LOW = .00 CFS OPERATION RESVOR STRUCTURE 2 INPUT HYDROGRAPH= 5 OUTPUT HYDROGRAPH= 1 SURFACE ELEVATION= 63.00 PEAK TIME(HRS) PEAS: DISCHARGE(CFS) PEAR ELEVATION(FEET) 14.10 7.004 63.90 FIRST POINT OF FLAT PEAK 24.16 2.81 63.36 RUNOFF VOLUME ABOVE BASEFLOW = 1.49 WATERSHED INCHES, 73.21 CFS-HRS, 6.05 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 4 OUTPUT HYDROBRAPH= 6 AREA= .01 S9 MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.24 9.76 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 1.59 WATERSHED INCHES, 12.28 CFS-HRS, 1.01 ACRE-FEET; BASEFLOW = .00 CFS OPERATTON RESVOR STRUCTURE 3 INPUT HYDROGRAPH= 6 OUTPUT HYDROGRAN= 7 SURFACE ELEVATION= 65.90 fff WARNIN"a-NO F=AK FOUND, MAXIMUM DISCHARGE _ .45 CFS. PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAL; ELEV?�ION(FEE') 24.20 .45 66.1E RUNOFF VOLUME ABOVE BASEFLOW = 1.45 WATERSHED INCHES, 11.22 CFS-HRS, .93 PC=E-FEET; BASEFLOW = .00! CFS CPERATION RUNOFF CROSS SECTION 5 OUTPUT HYDR06RAPH= 6 AREA= .03 S9 MI INPUT RUNOFF CURVE= 63. TIME OF CCV"ENTRA'ION= .25 WP,"R5 TR20 XEt 03-20047 10:11 NUTMEG 87131 DETENT 'Or ; PASS REV PC 04183(.2) PAGE 3 lNTERNAL HYDROGRAPH TIME INCREME'vT= .0333 HOURS PEAKTIMEI.HRS) PEAK DISCHAREE(CFS) PEAK ELEVATION(FEET) 12.24 215.21 (RUNOFF) 24.07 1.82 (RUNOFP) R'JNOF VOLUME ABUV= BASEFLO)a = 1.59 �lAT'r+SHED I hGHE5, 31.72 CFS-HRS, 2.62 ACRE-FEET; BASEF (lW liPcRAT i ON ADD..YD wRUSS SEC'i u 6 INPUT HYBROGRAPHS= 6,7 OUTPUT MROGRAPH= 5 PtEAK DISCHARSE(CFS) PEAK ELEVATION(FEET) :2.24 25.80 (NULL) _5.0E 2.91 (NULL) 24.07 2.27 (NULL) RUNOFF VOLIUME Aq?VE BASEFLOW = 1.55 WATERSHED INCHEE, 42.95 CFS-HRS, 3.55 ACRE-FEET; BASEFLOW = .00 CcS OPERATION ADDHYD CR�USS SE TION 7 T�NPUT HYDR!3GRAPyS= 1,5 OUTPUT HYDROBRAPH= 2 PEAS. TIME-05) PEAK DISCHARGE(CFS) PEAS' ELEVATION(FEET) 12.2C 29.92 (NULL) 45.01 9.76 (NULL) 1e.00 7.21 (NULL) 24.03 4.70 (NULL) 24.07 5.07 (NULL) RUNOFF VOILU(E ABOVE BASEFLOW = 1.51 WATERSHED INCHES, 116.115 CFS-HRS, 9.60 ACRE-FEET; BASEFLOW = .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS i RECORD ID TR20 XE9 03-20-89 10:17 NUTMEG 87131 DETENT JOB 1 PASS 2 REV PC 09I63(,2) PA63E 4 -r„T , ,T - ., r , PTA - RECORD ID _?f:�utIVE CONTROL O E�AT'CM, M"Pu .R, XS't� _Ors X:,t�:iu! r STARTINu TIME _ .00 RAIN DEPTJ = 4.6'. ;Aid ���ATi�«= _.OG �AIMe TABLE NO.= 3 ANT. MOIST. COND= 2 ALTERNATE yO,= 1 ST'?R' NO.=:(� MAIN �: i_ INC EM',;T = ,' MfRS r'.._ CP►-RAT: RUNOFF CROSS S-LTsI� OUTPUT HYDR06RAPH= 6 AREA= .04 SO MIL INPUT RUNCFF CUIRVE= 8?. T'Mc OF C1NHNTRATION= .25 HOURS INTERNAL HYDR06RAP i TIME :NrUM! NT= .;,33? H"R" PEAK TIME(HRS) PEAK D SCHAR6-(CrS) PEAK E`-VATION(FEET) •^ ^ -4 (RUNOFF) 12 22 56, 16.35 3103 (RUNOFF) 24.07 3,64 (RUNOFF) i RUNOFF VOLUME ABOVE BASEFLOW = 3.02 WATtRSHEF INCHES, 72.17 CFS-HRS, 5.96 ACRE-FEE's; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE 1 INPUT HYDR06RAPH= 6 OUTPUT HYDROGRAP = '• SURFACE ELEVATION= 6?.'-; PEAK. TIME(HRS) PEAK: UISCraR6c(CrS) PEAK ELEVATION(FEET) 13.18 7.92 69.52 24.18 68.78 RUNOFF VOLUME ABOVE BASEFLOW = 2.90 WATERSHED INCITES, 69.31 CFS-HRS, 5.73 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDR06RAPH= 6 AREA= .04 SO MI INPUT RUNOFF CURVE= 93. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDRO6RAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.22 59.81 (RUNOFF) 16.35 3.20 (RUNOFF) 24.07 3.84 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 3.02 aIATERSuED 'Nvs?GS, 76.07 C=S-tiRS, 6.29 ACRE-FEET; BASEFLLW = .00 CFS OPERATION ADDHYD CROSS SECTION 2 'NPUT HYDROCRAPHS= 6,7 r''�rJT �yi?RQ6 A TR20 XEQ'03-20-B9 I0:17 NUTM-a 67131 DETENT JOB 1 PASS 2 REV PC 09/83(.2) PAGE 5 PEAK TIME(HRS) PEAK D_Ot, '10'(CFS) PEAK ELEVATION(FEET) 12.23 64.77 (NULL', i + a-� f�- a 06 (NULL) 18.04 6.u 332 (NULL) 22.06 4,?7 (N"I", ) 21.071 6.03 (N:ULL) RUNOFF VC'UME ABOVE £AS'tF.'_,W = 2.9E WERSHED INrHcSs 145.30 CFc-HRS, 12.01 ACRE-FEET; BASEFLOW _ .00 CFS OPERATION RUNOFF CROSS SEC'?"N 3 OUTPUT HYDRO"uRAPH- 4 AREA- .i78 SL ''±I INP_!T RUN^ F .;;�c�c- '; OP ,^NCENT►iATlu .50 HOURS INTERNAL HYDROERAPH 'TrE ItiCnE''N?= :06S- goUIC PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) f 12.42 (RUNOFF) ' NOc F) 24.20 3.13 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 1.27 WATERSHED 1KCH S, 62.24 CFS-HRS, 5.14 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE 2 INPUT HYDR06RAPH= 5 OUTPUT riYDRO6RAPR= 1 SURFACE ELEVATION= 63.00 PEAK TIME(HRS) PEA: DISCHAR6E(CFS) PEAK ELEVATION(FEET) 13.69 13.76 64.74 24.12 5.21 63.67 RUNOFF VOLUME ABOVE BASEFLOW = 2.B5 WATERSHED INCHES, 140.00 CFS-HRS, 11.57 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 4 OUTPUT HYDR06RAPH= 6 AREA= .01 S9 Mil INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDR06RAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHARSE(CFS) PEAK ELEVATION WEET) 12.22 18.40 (RUNOFF) 24.07 1.16 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 3.02 WATERSHED INCHES, 23.41 CFS-HRS, 1.93 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESV''iR STRUCTURE 3 INPUT HYDR06RAPH= 6 OUTPUT HYDROGRAPH= 7 SURFACE ELEVATION= 65.90 PEAK TIME(HRS) P'AK DISCHAn6E(CFS) PEAK ELEVATION(FEET) 13.48 .2.09 67.19 TR20 XEd 03-2049 10:17 NUTMEG 87131. DETENT JOB 1 PASS 2 REV PC tI4183 t,2? PAGE 6 U= 1 Ki i `�' = in I`n f:�� ni rr n r .. . V _' ABQV= rAS .�7 �. a )uA-rRS°�L iNG .__1 <<.50 ,rS-HRS, 1.78 ACR=-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SETION 5 OU"I"P.T wY"RO6RAP*= 6 r _ :�'� 1 • F�1 T J �' (t5 - n{ Tty�(r ` n-�T T{�u_ HOURS A:EAp-y .01") 0 M 1 ?N+U� rUtki<iF I Gu'RV`.- a3. i TIME O CO�IL.E =RAT ION- .25 HOURS INTER'�A� !-YDROCl;«?�? -'i 1r:�K`'4E T= .03?3 LO::Rc PEAK ' ?"E(HRSI PEAK DiSCHARGE(CiS'. PEAK ELEVATION(FEET) '_2.22 47.54{ (RUNOFF) �.35 L.'4 1R NOF ) 24.07 3.0` (RUNOFF) RUNOFF VOLUM= ABOVE BASEFLOW = 3.02 WATE-REHED INCHES, 60.47 CFS-HRS, 5.00 ACRE-FEET; BASEFLOW = .00 CFS OPERATION ADDHYD CROSS SECTION 6 INPUT HYDR06RAPHS= 6,7 OUTPUT HYDROGRAPH= 5 PEAK 11ME(HRS) PEA'` DISCHARSE(CFS) PEAK ELEVATION(FEET) 12.23 46.78 (NULL) 15.05 5,20 (NULL) 24.07 3.86 (NULL) RUNOFF VOLUME ABOVE SASEFLOW = 2.95 WATERSHED INCHES, 81.97 CFS-HRS, 6.77 ACRE-FEET; BASEFLOW _ .00 CFS OPERATION ADDHYD CROSS SECTION 7 INPUT HYDR06RAPHS= 1,5 OUTPUT HYDROGRAPH= 2 PEAK TIME MRS) PEAK DISCHARGE( FSl PEAK ELEVATION(FEET) 12.25 56.79 (NULL) 14.56 19.04 (NULL) 18.01 13.12 (NULL) 22.02 8.74 (NULL) 24.07 9.06 (NULL) RUNOFF VOLUME ABOVE BASEFLOW = 2.89 WATERSHED INCH=S, 221.97 CFS-HRS, 18.34 ACRE-FEET; BASEFLOW = .00 CFS EXECUTTVE CONTRA: OPEPATiQM r'�DCME' GOMPUTATTCNS CO!�?LETED FOR PASS Z RECORD :D TR20 XEd 03-204 10;17 NUTMEG 87131 DETENT JOB 1 PASS 3 REV PC 09/831%,"; �X'CUT.VE CONTRO: gp�g,sTl?h ..O'�?_.t 'ROM XSt"T73N '. rL X�=;.T_C14 ! RECORD iD STARTINS TIME _ .c�, RAIN DEPTa = 5.0 RAi� C'RATiON= 1.00 RAID TABLE NO.= 3 ANT. ?JOIST. COND= 2 ALTEnkATE NO.= 1 S.OF;'J 3�0.-: i"`°. T:!F I!��:_!J_tiT = .10 HOURS OPERATION RUNOFF CR055 SECTION I OUTPUT HYDROGRAPH= 6 MT ,,r nL. `- rnV- ^7 TTM� F �n • 25 HOURS AR A= .04 SQ lti INPU. r�4NO, _L; c= 03 NLE ATiOy= ,E., FtL. INTERNAL HYDROGRAPH TIME INCREMENT= .0333 ►O_UF'S PEAK TIME(HRS) PEAL, L SC'AR1E(C.F;,) PEAK ELEVATION(FEET) 12.22 66.67 (RUNOFF) 16.35 3.49 (RUNOFF) 24.07 4.17 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 3.57 WATERSHEn TNP4 S, 85.27 CFS-HRS, 7.05 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE 1 INPUT HYDR06RAPH= 6 CUTPUT HYDR36RADH= 7 SURFACE ELEVATION= 67.50 PEAK TIME(HRS) PEAK DISCHARGE(CFE) PEAK ELEVATION(FEET) 13.19 9.12 69.71 24.19 2.59 68.83 RUNOFF VOLUME ABOVE BASEFLOW = 3.43 WATERSHED INCHES, 81.91 CFS-HRS, 6.77 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDR06RAPH= 6 AREA= .04 SQ MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDROBRAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.22 70.28 (RUNOFF) 15.06 4.70 (RUNOFF) 16.35 3.68 (RUNOFF) 24.07 4.40 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 3.57 WATERSHED IkC�:ES, 69.87 CFS-HRS, 7.43 ACRE-FEET; BASEFLOW = .00 CFS OPERATION ADDHYD CROSS SECTION TR20 XED 03-20-89 10:17 NUTMEG. 8713: DETENT JOB 1 PASS 3 REV . ll ('9/33(.2) PAGE 6 Pr A' TIME(HPS) D'Sr_4RGE(CFS) PEAK FLFVAT'ON'(FEE7) ;1.23 76.23 (NULL) 12.92 (4ULL! 8.04F.rs Itkc:_} 22.0b 4.94 (NULL) 2:4.07 6.9. (NULL) RUN"-'; VOLUME ABOVE DASE-LOW = 3,50 W:'ERSh_r r�C�tES, 171.79 CFS-HRS, 14.20 ACRE-FEET; BASEFLOW = .00 CFS _. OPERA. N gJNr:c CROSS Str,TOh , OUTPUT HYDROcRAPq= 4 AREA= .08 SCE M-7 INPUT RLUMOFF CURVE= 61. TIMr OF CONCENTRATION= .50 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0667 HOURS PEAK TIME(HRS) PEAK DISCr'ARGE(CFS) PEAK ELEVATIQN(FEET) 12.41 49.32 (RUNOFF) 24.20 3.81 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 1.64 WATERSHED INCHES, 80.32 CFS-HRS, 6.64 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE 2 INPtiT HYDROGRAPH= 5 OUTPUT HYDROGRAPH= 1 SURFACE ELEVATICN= 63.00 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 13.47 17.00 65.00 24.12 6.08 63.78 RUNOFF VOLUME ABOVE BASEFLOW = 3.37 WATERSHED INCHES, 165.50 CFS-HRS, 13.68 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 4 OUTPUT HYDROGRAPH= 6 AREA= .01 SQ MI INPUT RUNOFF C',RVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDROGRAPH TIME iNP:REMENT= .0333 HOURS PEAK: TIME(HRS) PEAK D'SCHARGE(CCS) PEAK ELEVATION(FEET) 12.22 21.62 (RUNOFF) 24,07 (RUNOFF) .,._� RUNOFF VOLUME AD"VE BASEEFLOW = 3.57 WATER;„EC 'NCrES, 27.65 CFS-HRS, 2.29 ACRE-FEET; BASEFLOW - .00 CFS ,A7TON RE3"12R crR_`CT��:_ INPUT HYDROGRAPH= 6 'OUTPUT PYDRn,APP= 7 SURFACE ELEVATION= 65.90 E.1 TIME(HRS) u: Yq (CFS) PEAK ELtVATION(FEET) 13.40 2.49* 67.44 f FIRST POINT OF FLAT PEAK I TR20 Xc2 C3-20-E9 '".:% `tJT"rG 87131 DEIEhT JOB 1 PASS 3 REV PC 09/83(.2) PACE 9 n. R -FEE+; n� .?r jn�rr SrnUNOFF VOLUME ACUJE rELS rL1r0,; 7,n` WATERSHED 7NInHES 25.43 r -HRS, 10 An B nnr• r• r n UNFr ry n rnTT C Cu �.;YDR ARAFH= 6 AREA .;:' S� !�. INPUT RUNOFF CURVE S3, TIME OF CO�iCENTRAIIQN= .25 HOURS .Ri�EP P,; TI HtDR9S AP;� ME ?N+REMENT= .0333 HOURS }EAK T.'+E(HRS) PEAS. DISCHARGE(CFS`r PEAK ELEVATION(FEET) 2,72 55.86 (RUNOFF) Iti.35 2.92 (RUNOFF) LE."7 3.50 (RUNOFF) RUNOFF VOLUME ABIOVE BASEF'_O� = 3.57 WATERSHED INCHES, 71.44 CFS-HRS, 5.90 ACRE-FEET; BASEFLOW _ ,00 CFS OPERATION ADDHYD CROSS SECTION 6 .NPUT HYDROGRAPHS= 617 OUTPUT HYDROGRAPH= 5 PEAk TI�EfHRS} PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.22 57.36 (MULL) 15,05 6,05 (NULL) 21C,07 2.48 (NULL) 24,07 4.44 (NULL) RUNOFF VOLUME ABOVE BASEFLOW = 3.49 WATERSHED INCHES, 96.87 CFS-HRS, 8.01 ACRE-FEET; BASEFLOW = .00 CFS OPERATION ADDHYD CROSS SECTION 7 INPUT HYDROGRAPHS= 1,5 OUTPUT HYDR06RAPH= 2 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.24 66.70 (NULL) 17.97 14.75 (NULL) 22.02 10.19 (NULL) 24.07 10.52 (NULL) RUNOFF VOLUME ABOVE BASEFLOW = 3.42 WATERSHED INCHES, 262.37 CFS-HRS, 21.68 ACRE-FEET; BASEFLOW = .00 CFS EZEvIrTIVE CONTR+'L OPERATION E:NDCmr COMPUTATIONS COMPLETED FOR PASS 3 RECORD ID TR20 XE9 03-20-89 :0:17 NUTMEG 871311 DETENT JOB I PASS 4 REV PC r rnl•r�..r nn U +n,. r i T rn nT+n �+ n ryR n EXECU _V� .� ;,C� ► : ; :v iLl!f � :RGM XSE N 1 0 XS _._ R_��tr:� 'li STAATI?IS ;;M* _ ,00 RA: DEPTH = 6,15 RAI�f DURATI!�'r= 1,00 RAIN TABLE NO.= 3 ANT. M0-T. CDND= Tr . nT + r r me G' lrR�kkTE Nr,= . �aOR''� NO.=St: MA_N TIME INCREI n0ERA-'nX A i' r n rT l nn n`, n..- i•T ).�l I. r. 4►r ""EA= .04 Sb Mi INPUT RUNC'F CURVE= 63. TIME 0= CONCENTRATIGN= .25 HOURS NT_zKpL PY50or aPy *.= ;kCREMtiNT= ,0333 HOURS =A►: T i*E(Li-Als) PEAK D'SCHARSE(CFS) PEAK ELEVATION(FEET) '22 79..5 (RUNOFF) 1`,06 5.18 (RUNOFF) 16.35 4.05 (RUNOFF) 2�.07 4,83 (RUNOFF) RUNOFF VO_UXE ABOVE BA'SEFLOW = 4.27 NATERSHED *INCHES, 101.92 CFS-HRS, 8.42 ACRE-FEET; BASEFLOW = .00 CFS OPERATION REEVOR IS1RUCTi11RE 1 _? HYDROGRAPH= 6 OUTPUT HYDROGRAPY= 7 SUR--ACE ELEVATION= 67.50 PEAK TIME(HRS) PEAK DISCHARSE(CFS) PEAK ELEVATION(FEET) 113.i9 10.64 69.95 24,18 3.09 68.90 RUNOFF VOLUME ABOVE BASEFLOW = 4.10 WATERSHED INCHES, 97.0 CFS-HRS, 8,09 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDROGRAPH= 6 AREA= .04 SO MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS i4TERNAL HYDROSRAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS', PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12,22 83.42 (RUNOFF) 1-06 5.46 (RUNOFF) 16.35 4.27 (RUNOFF) 24.07 5.09 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 4.27 WATERSHED INCHES, 107.43 CFS-HRS, B.BB ACRE-FEET; BASEFLOW = .00 CFS C n-i r,a: nnON n nnn" n-.•+T n INPUT HYDROGRAPHS= 6,7 OUTPUT HYDROGRAPH= 5 TR20 XEQ 03-2049 10:17 NUTMEG 67131 DETENT JOB 1 PASS 4 REV PC 09187'.2) PAGE 11 PEAT; TIME(HRS) PEAK DISCHARGE(CFE) PEAK ELEVATION(FEET) 12.23 90.64 (NULL) 14.59 16.06 (NULL) 15•'?2 _5.07 (NULL) li.29 :0.55 (NL=i i$.04 9.60 (NULL) ?=•06 5.87 (NULL) '4•"7 8.17 (NULL) RUNOFF VOLLM= ABOVE EAST LOW = 4.19 WATERSHED 'INCHES, 205.36 CFS-HRS, 16.97 ACRE-FEET; BASEFLOW = .00 CrS OPERATION RUNCU=F GOBS SE T'OK 1 uc- UT APH= 4 AREA= .08 S9 MI INPUT RUNOFF CURVE= 61. TIME OF CONCENTRATION= .50 HOURS INTERNAL HYDR05RAPH TIME INCREMENT= .0667 HOURS PEAK 'IM;(HRS! PEAK. DISCHAR6E(CFS) PEAK ELEVATION(FEET) 12.40 65.83 (RUNOFF) 24.20 4.66 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 2.1-1 WATERSHED 'INCHES, 104.65 CFS-HRS, 8.65 ACRE-FEET; BASEFLOW = .44 CFS OPERATION RESVOR STRUCTURE 2 INPUT HYDROGRAPH= 5 OUTPUT HYDR06RAPH= 1 SURFACE ELEVATION= 63.00 PEAK TIME(HRS) PEAK DISCHAR6E(CFS) PEAK ELEVATION(FEET) 12.84 26.39 65.23 24.12 7.15 63.91 RUNOFF VOLUME ABOVE BASEFLOW = 4.04 WATERSHED INCHES, 197.92 CFS-HRS, 16.36 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 4 OUTPUT HYDROGRAPH= 6 AREA= .0i SO MI TNPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL ►iYDROSRAP+ TIME INCREMENT= .0333 HOURS PEAK TIME(FRS) PEAT; DISCHAR6E(CFS) PEAK ELEVATION(FEET) 12.22 25.67 (RUNOFF) 24.07 1.57 (RUNOFF) RUNOFF VO_;!l0E 4.27 WATERSHED I ACHES, 33.0h CF5-HRS, 2.7' ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR S?RUl: 3 INFUT ,YOK05RAPL,= 6 Oj.lrP;7 HYDROGRAPH= 7 SURFACE ELEVATION= 65.90 TR20 XED.03-20-89 10.17 NUTMES 87131 DETENT JOB 1 PASS 4 REV PC 09183(.2) PAGE 12 ?EA 'i E( RS1 PEAK DISCBARGE(CFS) PEAK ELEVATION(FEET) 2.99 67.75 VOLME ABCVE BHvE=LOw = 3.93 WATERSHED INCHES, 30.44 CFS_HRS, 2.5c ACR=-`cE-, 9AS=FLOi� gp=',A'TrN RUNOFF ^ROSE SEC-ION .i lli-3, JUjT HYlJ0%0,RAPW= b AREA= .03 SD MI INPiiT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDROBRAPH T'Mr 'INCRE)SENT= .0333 HOURS F-A)'. TIME(?�RS) PEAK D'ISCHARBE(CFS) TEAK ELEVAT:ON`(FEET) . 22 66.31 (RUNOFF) 16.35 3.39 (RUNOFF) 24.07 4.05 (RUNOFF) RUNOFF VOLUME ABOVE AASEFLOM = 4.27 WATERSHED INCHES, 85,39 CFS-HRS, 7.06 AC�cE-rEE?; uASEFLOi( _ .00 C*S OPERATION ADDHYD CROSS SECTION b INP!;T HYDROGRAPHS= 6,7 OUTPUT HYDR06RAPH= 5 FEAT( TIME(HRS) PEAK DISCHAR6E(CFS) PEAK ELEVATION(FEET) 12.22 b8.14 (NULL) 15.05 7.12 (NULL) 16.06 4.21 (NULL) 22.07 2.90 (NULL) 24.07 5.16 (NULL) RUNOFF VOLUME ABOVE BASEFLOW = 4.17 WATERSHED 'INCHES, 115.83 CFS-HRS, 9.57 ACRE-FEET; BASEFLOW _ .00 CFS OPERATION ADDHYD CROSS SECTION 7 INPUT HYDROGRAPHS= 1,5 OUTPUT HYDROGRAPH= 2 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.25 80.20 (NULL) 17.98 17.04 (NULL) 22.03 111.60 (NULL) 24.07 12.31 (NULL) R_Et;'F VC_�!ME AE^vE BASEFLOW 4.09 WATERSHED INCHES, 3i3.75 CFS-HRS, 25.93 ACRE-FEET; BASEFLON = .00 CFS COtiTG"' ^P=RAT'ON ENDC?P COMOUTATIONS COMPLETED FOR PASS 4 RE-CORD 1 Ts20 XEr 03-20-89 10:17 NUTMEG 07131 DETENT JOB 1 PASS 5 REV PC 09/83(.2) PAGE 13 EX�C�TivF DPEkATION CDMP.lT 'ROM XSECTIDN 1 TO XSECTiON 7 RECORD ID STAR[Ti+�E TIFF - .00 RA,/I.,NMDEPTH == 6.85 R}yA�IN DURATION= 1.00 RAiN TABLE N; .= ? AN', I�C137. "DND= 2 AL '1 AT~ `.- i STORM N;;.-1! MAIN TIIME ZNCRE:•Eh. .1� �Lu % ^tE TInN t f O'c CROSS n KETION I OUTPUT HYDR^SRAPH= 6 AREA= .04 SD MI N=;T RUNOFF CURVE= 83, T•iME CF CONCENTRATJ. ,25 HOURS INTER% HYDROGRAPH TIMF INCREMENT= .0333 HOURS ?EAR; TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.21 90.81 (RUNOFF) 1`.06 5.86 (RUNOFF) 16.35 4.58 (RUNOFF) 24.07 5.45 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 4.93 WATERSHED INCHES, 117.68 CFS-HRS, 9.73 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE 1 INPUT HYDROGRAPH= 6 OUTPUT HYDROGRAPH= 7 SURFACE ELEVATION= 67.50 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 13.18 12.09 70.18 24.17 3.58 68.96 RUNOFF VOLUME ABOVE BASEFLOW = 4.73 WATERSHED INCHES, 113.06 CFS-HRS, 9.34 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDROGRAPH= 6 AREA= .04 SO MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.21 95.72 (RUNOFF) 15.06 6.18 (RUNOFF) :6.35 4.82 (RUNOFF) 2�.07 5.74 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 4.93 WATERSHED INCHES, 124.05 CFS-HRS, 10.25 ACRE-FEET; BASEFLOW 05ERAT11ON ADDPYD CROSS SECTION 2 iNPU' FYDROGRAPHS= 617 OUTPUT HYDROGRAPH= 5 TR20 XEr 03-20-39 10.17 NUTMEG 67131 DETENT 3C? 1 PASS 5 E� r'9193 .12 P ASE 14 • n nr r l r=��1 ,?��.`(H�� PEAK DISCHARGE(+.rS) PEAK ELtVATr .•ONt _--t. ?4«z 104.'4 0N:._L1 14.59 18.21 (N,ILL) .r 1..4 17 N,-. a , � _; 17.310 11.96 (NULL', 22.06 6.76 (NULL) 2c.*!7 9.31 ('BULL) R'jkl+n_=F VOLUME ABOVE BASE"LOW = 4.63 WATERSHED INCHES, 237.10 CFS-HRS, 19.59 ACRE-F"T; SW OPERATTON U O , CROSS SECTION OUTPUT HYDROGRAPH= 4 AREA= .08 SO M'I INPUT RUNOFF CURVE= 61. TIME OF CONCENTRATION= .50 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0667 HOURS PEAT: TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.40 92.13 (RUNOFF) 18.19 4.02 (RUNOFF) 24.20 5.49 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 2.63 WATERSHED INCHES, 128.80 CFS-HRS, 10.64 ACRE-=EET; BASEFLOW _ .v0 CFS ^cRATTIN RESVOR STRUCTURE 2 INPUT HYDROGRAPH= 5 OUTPUT HYDROGRAPH= 1 SURFACE ELEVATION= 63.00 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATIrN(FEET) 12.70 35.89 65.45 24.12 8.08 64.04 RUNOFF VOLUME ABOVE BASEFLOW = 4.66 WATERSHED INCHES, 228.42 CFS-HRS, 18.88 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 4 OUTPUT HYDROGRAPH= 6 AREA= .01 SO MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .25 HOURS INTERNA= PYDROGRAPH TIME INCREMENT= .0333 HOURS PEAK TT-ME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEE71 ?.21 29.45 (RUNO-1 24.07 1.77 (RUNOFF) Vn_UME A►GVE BASEFLOW = 4.93 WATERSHED 'INCHES, 38.17 CFS-HRS, 3.15 ACRE-F=ET; BAS_FLOW = .0ii �'FS OPERATION RESVOR STRUCTURE 3 INPUT HYDROGRAPH= 6 OUTPUT HYDROGRAPH= 7 SURFACE ELEVATION= 65.90 ;;�$ PASS S TR20 XE0 03-20-B9 10;17 NUTMEG 87131 DETENT 1 REV PC 09/83(.2) PAGE 15 R`^k. TT_ l--�(rRt -__EV?T,T,n�(r=err+,PEAK }DHGn� i3.40 '<4-3 6 ,04 Fi{tiT Pfllk,7 0: *_4T PEAK RUNOFF VG'-U'r: ABOVE BASEFLOW = 4.54 WATERSHED INCHES, 3s " "Fs-HRc, <<�� AC;c-=EE ; I+r�SE=�"N _ ■00 ;:�5 U . J 1 ,. • 1, a. s:a a. </ 3PERAT I01N Rf,;1iOFF CROSS SECTION 5 OUTPUT wYDROGRAPH= 6 AREA= .03 SQ I INPUT RUNOFF CURVE= 63. TIME OF CCNCENTRAT:0,1= .25 ru;"RS INTERNAL HYDROGRAPH TIME INCREMENT= .0333 HOURS PEAK TIME(HRS) PEAT( DISCHAREE(CFS) PEA): El VA-;G (=ErTI 12.21 76.08 'RuNft") 15.06 4.91 (RUNOFF) 16.35 3.83 (RUNOFF) 24.07 4.56 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 4.93 WATERSHED INCHES, 98.60 CFS-HRS, 6.15 ACR_ PPCTf BASEFLOW = .00 CFS OPERATION ADDHYD CROSS SECTION 6 INPUT HYDROSRAPHS= 6,7 OUTPUT HYDROGRAPH= 5 PEAK TIME(HRS) PEAK DISCHARSE(CFS) PEAK ELEVATION(FEET) 12.22 78.23 (NU__) 15.05 8.12 (NULL) 18.06 4.80 (NULL) 22.07 3.30 (NULL) 24.07 5.84 (NULL) RUNOFF VOLUME ABOVE BASEFLOW = 4.82 WATERSHED INCHES, 133.78 CFS-HRS, 11.06 ACRE-FEET; BASEFLOW = .00 CFS OPERATION ADDHYD CROSS SECTION 7 INPUT HYDROGRAPHS= 1,5 OUTPUT HYDROGRAPH= 2 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.25 92.40 (NULL) 17.99 18.89 (NULL) 19.41 15.82 (NULL) 22.04 12.81 (NULL) 24.07 13.91 (NULL) RUNOFF VOLUME ABOVE BASEFLOW = 4.72 WATERSHED INCHES, 362.20 CFS-HRS, 29.93 ACRE-FEET; BASEFLOW = .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 5 RECORD ID 7R20 XED 03-20-89 10:17 NUTMEG 87131.DETENT JOB 1 SUMMARY REV PC 09/83(.2) PAGE 17 Vin + n nr , r n nt. ,n -a. r,�- �„ Inure _ ` 3 'J. ti t f ' r�NTa T r !7 •Ii .'Ii L�t-}y "t'nrrs-+ v�',., '( _ .. ��.. �.J :r. ,el .. t11 s L� 3 tSui ! 5 _ _�L. �•'. D (A STAR() AFTE=� TFE PEAK DISCHARGE TIME AND RATE (CFS) Vr_�E= I� AT=S F F�AT Tug ?Yi,'RL!SRAF'4 A QUESTION MARK(?) INDICATES A HYDROGRAPH. WITF PEA: AS LAC- r'OIhT, SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEA: DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNO.. -------------------------------------- ID "PEKATI8N AREA 4 COND INCREM BEGIN A�#C�L��T rainnATl wt7CkT EL=VA'`_?N 'IME RATE fiATE (SO MI) (HR) (HR) fTNl (FT) (HrR) (CFS) (CSM) ALTERNATE i STORM 2 XSECTION 1 RUNOFF .04 3 2 .10 .0 3.15 24,00 =.`P --- 12.24 30.09 813.3 STRi6L,URE 1 RESVOR _,04 3 2 ,10 .0 ?,'S '�,(!_"., 1.`t 61.0 13.34 4.07 109.9 XSECTION 2 RUNOFF .04 3 2 .10 .0 3.15 24,00 1.`7 --- 12.24 31.72 8I3.3 XSECTION 2 ADDHYD .08 3 2 .10 .0 3.15 24.00 1.L5 --- 12.25 34.10 448.7 XSECTION 3 RUNOFF .08 3 2 .10 .0 3.15 24.00 .41) --- 12.50 9.42 123.9 STRUCTURE 2 RESVOR .08 3 2 .10 .0 3.15 24.00 _.49 63.90 14.10} 7.00* 92.1 XSECTION 4 RUNOFF .01 3 2 .10 .0 3.115 24.00 1,59 --- 12.24 9.76 813.3 STRUCTURE 3 RESVOR .01 3 2 .10 .0 3.15 24.00 1,45 66.55 13.70 1.06 88.2 XSECTION 5 RUNOFF .03 3 2 .10 .0 3.15 24.00 1.59 --- 12.24 25.21 813.3 XSECTICK 6 ADDHYD .04 3 2 .10 .0 3.15 24,00 1.55 --- 12.24 25.84 600.0 XSECTION 7 ADDHYD .12 3 2 .10 .0 3.15 24.00 1.51 --- 12.26 29.92 251.4 ALTERNATE 1 STORM 10 XSECTION i RUNOFF .04 3 2 .10 .0 4.80 24.00 3.02 --- 111,22 56.74 1533.6 STRUCTURE 1 RESVOR .04 3 2 .10 .0 430 24.00 2.90 69,52 13.18 7.92 214.2 XSECTION 2 RUNOFF- .04 3 2 .10 .0 4.80 24.00 3.02 --- 12.22 59.81 1533.6 XSECTION 2 ADDHYD .08 3 2 .10 .0 4.80 24.00 2.96 --- 12.23 64.77 852.2 XSECTION 3 RUNOFF .08 3 2 .10 .0 4.80 24.00 1.27 --- 12.42 37.02 487.1 STRUCTURE 2 RESVOR .08 3 2 .10 .0 4.80 24.00 2.85 64.74 13.69 13.76 181.0 XSECTION 4 RUNOFF .01 3 2 .10 .0 4.80 24.00 1.02 --- 12.22 18.40 1533.6 STRUCTURE 3 RESVOR .01 3 2 .10 .0 4.80 24.00 2.78 67.19 13.48 2.09 174.2 XSECTION 5 RUNOFF .03 3 2 .10 .0 4.80 24.00 3.02 --- 12.22 47.54 1533.6 XSECTION 6 ADDHYD .04 3 2 .10 .0 4.80 24.00 2.95 --- 12.23 48.78 1134.4 XSECTION 7 ADDHYD .12 3 2 .10 .0 4.80 24.00 2-9, --- 12,25 56.79 477,2 ALTERNATE 1 STORM 25 XSECTION 1 RUNOFF .04 3 2 .10 .0 5,40 24.00 3.5f --- 12.22 66.67 1802.0 STRUCTURE RESVOR .04 3 2 .10 .0 5.40 24.003.43 69.71 13.18 9.12 246.4 XSECTION 2 RUNOFF .04 3 2 .10 .0 5.40 24.00 ;,5; --- 12.22 70.28 1802.0 XSECTION 2 ADDHYD .08 3 2 .10 .0 5.40 24.00 3,50 --- 12,23 76.23 1003.1 XSECTION 3 RUNOFF .08 3 2 .10 .0 5.40 24.0G 1,64 --- 12,4= 49.32 649.0 5?fi11CT'JfiE 2 RESVOR ,08 3 2 .10 .0 5,f,0 24,�)+t 3,'T 6:�.00 13.47 17.00 223,i XSECTION 4 RUNOFF .01 3 2 .10 10 5.40 24,00 3.57 --- 12.22 21.62 1802.0 TR20 XEQ 03-20-89 10:17 NUTMEG 87131 DETENT JOB 1 SUMMARY RrV PC 09/83(;2) PARE 18 _ rrRFSU;' k ^Y TABLE SELECTEDRESULTS t STANDARD AND rItT7V E nON• rCN NrH ORDER PERFORMED rR•Oh rD (A ^TAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE ,�- VA!U ES INDi1_GTES A F! 'Or HYDRGSRAr�It A QUESTION, MARK(?) INDi"ATES A PY"U'GRAPF a.-1-+ PEA(: � _AST ? ;NT.t SCCTTONI STANDARD RAIN ANTEC !iA:`V ?RE :�rTI" PEAK 'TSCHAR6E STRUCTLIRr CON'ROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION (So ?I 4 COND INCREM SES'k AM!�;��T 1,I T Ck A-4CUfN L_c;�!�TiLN T�i,!�E R�A+T�E+ RATE (Sit I'!It 4'ili �"s, �'_ i �-!11 fI�� (FTC (l;R1 (CFS1 (CSMI ALTERNATE 1 STORM 25 STRUCTURE 3 RESVOR .01 3 2 .10 10 5.40 24.00 3.26 67.44 13.40* 2.49* 207.1 XSECTION 5 RUNOFF .03 3 2 ,10 .0 5.40 24.0: 3.57 --- 12.22 55.86 1802.0 XSECTION 6 ADDHYD .04 3 2 .10 .0 5.40 24.00 3.49 --- 12.22 57.36 1333.9 XSECTION 7 ADDHYD .12 3 2 .10 .0 5.40 24.00 3.42 --- 12.24 66.70 560.5 ALTERNATE 1 STORM 50 XSECTION 1 RUNOFF .04 3 2 .10 .0 6.15 24.00 4,27 --- 12.22 79.15 2139.1 STRUCTURE i RESVOR .04 3 2 .10 .0 6.15 2=.00 4.10 69.95 13.19 10.64 287.7 XSECTION 2 RUNOFF .04 3 2 .10 .0 6.15 24.00 4.27 --- 12.22 83.42 2139.1 XSECTION 2 ADDHYD .08 3 2 .10 .0 6.15 24,00, 4.19 --- 12.23 90.64 1192.6 XSECTION 3 RUNOFF .08 3 2 .10 ,0 6.15 24.00 2.13 --- 12.40 65.83 866.1 STRUCTURE 2 RESVOR .OB 3 2 .10 .0 6.15 24.06 4.04 65.23 12.84 26.39 347.2 XSECTION 4 RUNOFF .01 3 2 .10 .0 6.15 24.00 4.27 --- 12.22 25.67 2139.1 STRUCTURE 3 RESVOR .01 3 2 .10 .0 6,15 24.00 3.93 67.75 13.40 2.99 249.2 XSECTION 5 RUNOFF .03 3 2 .10 ,0 6.15 24.00 4.27 --- 12.22 66.31 2139.1 XSECTION 6 ADDHYD .04 3 2 .10 .0 6.15 24.00 4.17 --- 12.22 68.14 1584.7 XSECTION 7 ADDHYD .12 3 2 .10 .0 6.15 24.00 4.09 --- 12.25 80.20 674.0 ALTERNATE 1 STORM 99 XSECTION 1 RUNOFF .04 3 .2 .10 .0 6.85 24.00 4.93 --- 12.21 90.81 2454.3 STRUCTURE i RESVOR .04 3 2 .10 .0 6.85 24.00 4.73 70.18 0.18 12.09 326.8 XSECTION 2 RUNOFF .04 3 2 .10 .0 6.85 24.00 4.93 --- 12.21 95.72 2454.3 XSECTION 2 ADDHYD .08 3 2 .10 .0 6.85 24.00 4.83 --- 12.22 104.04 1369.0 XSECTION 3 RUNOFF .08 3 2 .10 .0 6.85 24.00 2.63 --- 12.40 82.13 1080.7 STRUCTURE 2 RESVOR .08 3 2 .10 .0 6.85 24.00 4.66 65.45 12.70 35.89 472.2 XSECTION 4 RUNOFF .01 3 2 .10 .0 6.85 24.00 4.93 --- 12.21 29.45 2454.3 STRUCTURE 3 RESVOR .01 3 2 .10 .0 6.H 24.00 4.54 69.04 13.40* 3.43* 285.8 XSECTION 5 RUNOFF .03 3 2 ,10 .0 6.85 24.00 4.91 --- 12.21 76.08 2454.3 XSECTION 6 ADDHYD .04 3 2 .110 .0 6.85 24.00 4.82 --- 12.22 78.23 i819.3 XSECTION 7 ADDHYD .12 3 2 .10 .0 6:85 2A.t=V 4.7I --- IL 92.40 776.5 R20 XEQ 03-20-69 10.17 NUTMES 97131 DETENT JOB 1 SUMMARY REV PC 09/83(.2) PAGE 19 SU!!F,ARY TAB'E 3 - "=SrP?R" -"S) AT XSECTIGNIS AND PT f RrR -p. A;L -TOR S A':'l A_'=, ,rE. XSECTION/ DRAINAGE STRUCTURE AREA STGRM NUMBERS.......... FD (SR MI) 2 10 25 C;P 99 STRUCTURE 3 .01 ALTERNATE 1 1.06 2.09 2.49 2.99 3.43 STRUCTURE 2 .08 ALTERNATE 1 7.00 13.76 1f.o0 26.39 35.89 STRUCTURE 1 .04 ALTERNATE 1 4.07 7.92 9.12 10.64 12.09 XSECTTON 1 .04 ALTERNATE 1 30.09 56.74 66.67 79.15 90.5'_ XSECTION 2 .08 ALTERNATE 1 34.10 64.77 76.23 90.64 104.04 XSECTION 3 .OB ALTERNATE 1 9.42 37.02 49.32 65.83 S2.13 XSECTION 4 .01 ALTERNATE 1 9.76 18.40 21.62 25.67 29.45 %SECTION - 5 .03 ALTERNATE 1 25.21 47.54 55.86 66.31 76.08 XSECTION 6 .04 ALTERNATE 1 25.80 48.78 57.36 68.14 78.23 XSECTION 7 .12 ALTERNATE 1 29.92 56.79 66.70 90.20 92.40 ff4ffffffffff4ffff80-80 LIST OF INPUT DATA FOR TR-20 HYDROL06Yffff4ff4ffffffff44 ,'03 7R-20 FU`1rRiN SUMMARY kGP!GT^ 7,11E. 001 NUTMEG EXISTING CONDT T iUNS 67 131 5 RAINFL 3 .20 C Q Q 0.002 J 004 0.(!,16 {; 0108 5 i.010 0.012 0.014 8 0.020 0.022 110.024 0.Q2' 0.029 8 0.031 0.034 0.036 0.038 0.04, _ 8 0.043 0.046 0.049 0.051 0.054 8 0.057 0.060 0.063 0.066 0.069 E 0.072 0.075 0.079 0.082 0.085 8 0.089 0,093 0.097 0.103 ^.1t:9 E 0.115 0.121 0,127 0.134 0.:40 8 0.148 O.i55 0.163 0.171 0.180 8 0.189 0.199 0.210 0.222 0.235 8 0.250 0.266 0.287 0.312 ( 363 i 8 0.500 0.638 0.689 0.714 0,734 i 8 0.751 0.766 0.779 0.790 0.801 a 0.811 0.821 0.829 0.838 0.845 8 Q.853 0.860 0.867 0.874 0.880 8 0.886 0.692 0.898 0.903 0.908 ! 8 0.911 0.915 0.9i9 0.922 0.925 8 0.929 0.932 0.935 0.938 0.941 i 6 0.944 0.946 0.949 0.952 0,955 8 0.957 0.960 0.962 0.965 0.967 8 0.969 0.972 0.974 0.976 0.97e 8 0.981 0.983 0.985 0.957 0.989 8 0.991 0.993 0.995 0.997 0.990 8 1.0 1.0 1.0 1.0 1.0 9 ENDTBL 6 RUNOFF 1 001 6 .120 61. .50 1 1 6 RUNOFF 1 002 7 .120 67.0 .50 1 1 ENDATA 7 INCREM 6 .1 7 COMPUT 7 001 002 0.0 3.15 1.0 3 2 01 02 ENDCMP 1 7 COMPUT 7 001 002 0:0 4.80 1.0 3 2 01 10 ENDCMP 1 7 COMPUT 7 001 002 0.0 5.40 1.0 3 2 01 25 ENDCMP 1 7 COMPUT 7 001 002 0.0 6.15 1.0 3 2 01 50 ENDCMP 1 7 COMPUT 7 001 002 0.0 6.85 1.0 3 2 O1 99 ENDCMP 1 ENDJOB 2 �fftfff�f�f � f���fff�fff�f ***END OF 80-80 LISTfffffffffffffffffffffffff �fffff 720 XED 03-20-99 10:27 NUTNEG EXISTING CONDITIONS 87 1" JOB 1 PASS 1 REV PC 09/83(,2) PAGE 1 AT�i :� � MAIN '�CnEME�T ^J�E_X_EXECUTIVE roN7OL , � RECORD TO EXECUTIVE CONTROL OPERATION CGMPuT, =Ra? XSECTIGN I TO XSECTION 2 RECORD ID STARTING TIME _ .vk* RAIN DEPTH = 3.i5 RAIN DL�4ATTIGN= :.00 RAIN TABLE NQ.= 3 ANT. MOIST. CQND= 2 ALTERNATE NO.= _ STL'RP N=',= 2 XATN T ME _Nr1MENT = .iR HOURS OPERATION RUNOFF CROSS SrCTIN I OUTPUT HYDROGRAPH= 6 AREA= .'2 SD MI INPUT RUNOFF CURVE= 61. }TIME OF CONCENTRATION= .50 HOURS INTERNAL HYDROGRAP" "ME NCRENENT= ,:'bh? 4GJRS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.50 14.87 (RUNOFF) 24.20 2.23 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW _ .43 WATERSHED INCHES, 33.46 CFS-HRS, 2.77 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CRASS SECTIUN 2 OUTPUT HYDROGRAPH= 7 AREA= .12 S0 MT INPUT RL+NAPE Cil�'cVE= b7. TIME CF CONCENTRATION= .50 HOURS INTERNAL HYDRGGRAPH TIME INCREMENT= .0667 HOURS PEAK TIME(HRS) PEAK DTISCHARGE(CFS) PEAK ELEVATION(FEET) 12.44 28.91 (RUNOFF) 24.20 2.87 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = .67 WATERSHED INCHES, 52.02 CFS-HRS, 4.30 ACRE-FEET; BASEFLOW = .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 1 RECORD ID TR20 XED 03-20-89 10:27 NUTME6 EXISTING CONDIT W ' `7 ill JOB 1 PASS 2 REV PC 09/93'.?) FASE ? EXECUTTVE CONTROL rL i-en-t-ON nN MPUT FROM XSECT1r.ON _ r3 R X­r-T0N 2 R�CIRD + D STARTING TIME _ .00 RAIN DEPTr = 4.80 RAID DURATION= 11,00 RAIN TABLE NO.= 3 ANT. MOIST. COND= 2 ALTERNATE NO.= I STU^M NO.=1r MAIN TIME '_NCRiMENT = .10 ?!O11R5 OPERATION RUNOFF CROSS SECTION i OUT FIIT HYDROSFcAr = 6 AREA= .12 SD M11 INPUT RUNOFF CURVE= 61. T'�?E ?F CONCENTRATIUN= .50 HOURS INTERNAL HYDRCGRAF' TIME iN"REKENT= .0667 =CURS PEAK TI!SE( RS) PFA�: DISCF�1RGE(CFS! rEA}: ELEVATION(FEET) i2.42 `8. 'RUNOFF) 24.20 4.9= (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 1.27 WATERSHED INCHES, 98.27 CFS-HRS, 8.12 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDROGRAPH= 7 AREA= .12 SD MI 'NPUT RUNOFF CURVE= 67. TIME OF CONCENTRATION= .50 HOURS INTERNAL HYDR06RAPH TIME INCREMENT= .0667 'HOURS PEAK TIME(:iRS) FFAk' DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.40 82.31 (RUNOFF) 18.19 4.23 (RUNOFF) 24.20 5.79 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 1.69 WATERSHED INCHES, 130.60 CFS-HRS, 10.79 ACRE-FEET; BASEFLOW = .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 2 RECORD ID TR20 XEQ 03-20-89 10=417 NUTKS EXISTIN CONDI:TONS 87 131 JOB 1 PASS 3 7 AG'E 3 Ek=� ?_VC '1j", ._ i2J— - -tea ., rit# ri�,_' C1 _ I. X I L'.L�k i�El�u'f�� iD STARTING T!'E _ .00 RAIN DErTI _ `.40 RAIN DURP.TION= 1.00 RAIN ?ABLE NG.= 3 ANT. MOIST. GOND= 2 ALTERNATE NO.= 1 STORM NG�` MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF CROSS SECT_ON 1 OUTPUT HYDROGRAPH= 6 ARREA= ,12 SQ MI ikPUT RUNOFF CURVE= 61. TIME OF GONCENTRATION= .50 HOURS INTERNAL HYDROGRAPH T"K INCREMENT .0667 HOURS PEAK. TIME(HRS) PEAK DISCHARGE(C*S) PEAK ELEVATION(FEET) 12.41 77.86 'RUNOFF) 18.20 4.37 (RUNOFF) 24.20 6.01 (RUNOFF) RUNOFF VOLUME ABOVE BASE*LOW = 1.64 WATERSHED INCHES, 126.82 CFS-HRS, 10.49 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDROGRAPH= 7 AREA= .1.2 SQ MI INPUT RUNOFF CURVE 67. TIME OF CONCENTRATION= .50 HOURS INTERNAL HYDfiL'6fiAPH TIME INCREMENT= .0667 HOURS PER; TIMEiHRS} PEAK. DISG1!AR6E(CFS) PEAK ELEVATION(FEET) 12.40 11O4.55 (RUNOFF) 18.19 5.06 (RUNOFF) 24.20 6.89 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 2.11 WATERSHED INCHES, 163.57 CFS-HRS, 13.52 ACRE-FEET; BASEFLOW = .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 3 RECORD ID TR20 XEC 03-20-89 !0:27 NUTMEG. EXISTING C9NDiTIONS 87 131 JOB 1 PASS 4 R'V =r 091E3(.21 PAGE 4 y ' nrt-T .��' ",� ��i. - --�� =-n-r•-�. ` Tr' y rnraH. t RCrnRD to STARTING TIM= _ .n0 RA E*T'' = 6:1{ RAIN DURATiDN= 1.0+'� RAIN TP,BLE NO 3 ANT, MOIST. COND*= 2 - T. r ,ALTERNATE- Nn.= I '`�n M kfi. MAIN ;it INCREMENT 1 HnIs n OPERAT?O' n�!k �F CROSS SETT-,GN O'!TPUr "yDrl 2PA=-'= 6 AREA= .12 Ss `I, J.-UT RUNOFF CURVE= 61. TIME OF CONCENTRATION= .50 HOURS INTERNAL HYDROGRAFr TIMP INCREMENT= .0667 HOURS ?E PEAK DISCHARGE(C-S) PEAK ELEVATION(FEET) 103.9* (RUNOFF) �r.19 5.38 (RUNOFF) 24.20 7.36 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 2.13 WATERSHED INCHES, 165.24 CFS-HRS, 13.66 ACRE-FEET; BASEFLOW _ .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDROGRAPH= 17 AREA= .12 SO M' INPUT RUNOFF CURVE= 67. TIME OF CONCENTRATION= .50 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0667 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.39 133.74 (RUNOFF) 17.45 6.85 (RUNOFF) 18.19 6.12 (RUNOFF) 22.21 4.39 (RUNOFF) 24.20 8.28 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 2.67 WATERSHED INCHES, 207.09 CFS-HRS, 17.11 ACRE-FEET; BASEFLOW = .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 4 RECORD ID TR20 X=D 03-2A-2Q 10;27 NU7V q ry'CTTN; CONDTTTONS 87 131 ,;►p f QAcg 5 REV ?" PAUSE 5 ITT T LA-.l' lY� v� 1 - - . �v.. ' z"Y {' RCJ0 i o'ART NS f:"'= _ .��! RAIN DEPTH = 6.6` RAIN DURAT ION= 1.00 RAIN TA-LE ADO.= 3 ANT, MOIST. CONY= 2 AL?E- ^,'E '^_•._ '_ ,'ORk ;_.=9? Ai TI"E INCREMENT = ,10 HOURS OPERA. ON iJ?l - CROSS SE_.'"� t OUTPUT HY"%0.GRAPq= 6 .12 S '": I'tiPL' R_4jrc OU;v== 6' TIME tic CONCENTRAT'ON= .50 HOURS IN!- RYDROfit^nAPrf 'i,''E IyCfi`i�ENT= .0667 :0;;55 PEA T_"`tYRG� PEAK DISCHAR6E(CFS) PEAK. ELEVATION(FEET) 1_2,cr; _"y,6S (RUNOFF) 7.45 7.10 (RUNOFF) 18.19 6.35 (RUNOFF) 24.20 8.65 (RUNOFF) RUNOFF V4LUP'= ABOVE BASEF 0W = 2.63 WAT�RSH--D INCHES, 203.37 CFS-HRS, 16.81 ACRE-FEET; BASEFLOW = .00 CIS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDROGRAPH= 7 AREA= .12 SL' !'!: INPUT RUNOcr C'RvE= 67. TIME OF CONCENTRATION= .50 HOURS :NTERNA: HYD?OGRAPIR '"me INCR=VENT= ,0667 ROURS PEAK TIME(HRS) PEAK DTSCHAR6E(CFS) PEAK ELEVATION(FEET) ,2.39 162.05 (RUNOFF) 17.45 7.97 (RUNOFF) 18.19 7.11 (RUNOFF) 22.21 5.09 (RUNOFF) 24.20 9.59 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 3.22 WATERSHED INCHES, 249.59 CFS-HRS, 20.63 ACRE-FEET; BASEFLOW = .00 CFS EXECUTIVE CONTROL OPERAT:OA TNDCrP COMPUTATIONS COMPLETED FOR PASS 5 RECORD ID EXECUTIVr CONTFt1� OP*RLT:Oh E[�D?LB RECORD ID TR20 X_Q 03-20-89 10:27 N'1T'EG EXISTYNG CONDITIONS 87 131 ;,OH 1 SUMMARY REV - ~ �L 6 SUMMARY TABLE _ - SE_=:"ED: RESULTS STANDARD AND EXECUTIVE CONTRnL INSTRUCTIONS IN THE ORDER PERFORMED ` � k: �; C;^'.t, :!"` T'k� P. r.T� �� - •.. T r v n n rA : :._r 5 - AND R {"=S) V�_•:_5 rp.ES FIAT :OP HYDROGRAP; A LMARK(?) 1NDICATES A aY",rCGRAFii WITH PEAS RS LAST POINT.) SECTION/ STANDARD RAIN AN-EC MAIN PRECIPITATTrN PEAK DISCHARGE CCIV Sri ��,-=�;;,,= �A,CE MOTS? i aTIME ------------------------- RUNOFF -------------------------------------- :I! "'Ens _A CC�N1 I}�,REt4 nE6:N AM;C:N' i,�L�RA??Oi A'iOUNT ELEVATION TIME RATE RATE ;SQ '4I) (HR) (HR) (IN) (HR) {IN) (=T} (HR) (CFS) {^SM' R_T-rPNA'C- so L at _ .10 .0 3.15 24.00 $43 1rl v0 14.87 123.9 XS-LT1Cs i n�:��yr ._� 2 .t0 .0 3.115 24,00 .67 --- 1�.44 :8,9'_ ��'•.9 ALTERNATE I flRM 10 XSECTION i RUNOFF .12 3 2 .10 .0 4.60 24.00 1.27 --- 12.42 58.45 487.1 XSECTION 2 RttN^_,FF .i2 2 ,10 .0 4.90 24.00 i.b9 --- 12.40 82.31 665.9 : S X c - C .lU } 24.00 I.64 --- 12,41 ?'.CE XSECT,. R;,k�_� ,:� s 2 .1U .0 `.40 24 �� --- - .l0 2.11 _.40 104.55 ^7_.2 XS*CTi"N 1 niihrr .:t 3 2 ,10 .0 6.15 24.00 2.13 --- 12.40 103.94cc.. XSEC'iON 2 RUNOFF .12 3 2 .0 6.15 24.00 2.67 --- 12.39 133.74 :114.L ALTERNATC i SiO+M99 XSECTION 1 RUNGF= .12 3 2 .10 .0 6.85 24.00 2.63 --- 12.40 129.68 1060.7 XSECTION 2 RUNOFF .12 3 2 .10 .0 6.85 24.00 3.22 --- 12.39 162.05 1350.4 TRIO X;r -• r ` r • JO[? ti-?►7-n�9 `"•^ -X TS �♦Nn nON-nor NS 87 131 B 1 SUMMARY n V r ' '� n-�n� r inYn• q+ r'•n--n:l[ Aa �r�r.r Al: fi rt ,. S��`;Mtq�� QS!�. _ - _,L`.��K:�,_ �- '"� `; �-=- -..'�� - �r 9--�- _"=5 FAR Al ST,,nKfi a�L Ai Dt Ai j A�L L 11-1:87 `MA -77.nS 1-03.94 129.68 XSECT?nN � .„ -- A!TERNATS )C,�: S�:-'_:! ,r(4,r5 133,-4 162.05 o,MN aCq y r70WV1 0-1 ` O � e � _ 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 R•ca� AREA CODE 203/644-2511 March 23, 1989 G & R Realty C/o P.A.L. Investment Group 61 South Main Street West Hartford, CT 06107 RE: Application #88-92P, Nutmeg Resubdivision Dear Madam/Sir: At the March 20, 1989 meeting, the Inland Wetlands Agency/Conservation Commission approved with modifications Application #88-92P - IWA/CC permit for an industrial re-subdivision of Lots 1 through 21, including Parcel A and Parcel B, on prpperty located on easterly side of Nutmeg Road and the southerly side of South Satellite Road, I zone. This approval is based on plans prepared by Fuss & O'Neill, Project #87-131A, dated 5/87 and revised 2/10/89, sheets 1-23 . The following modifications must be adhered to for this permit to be valid: 1 . Black and white transparent mylars of sheets # 91 10, 11, 12, 13, 17, 181 19, 20, 21, 22 of 22 and the Drainage channel plan/profile with the above modifications and this letter reproduced thereon together with two blueprint copies of the entire set of plans, must be submitted to this Commission to be stamped and signed. This must be completed within 65 days of 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 on year and shall expire on March 6 . All approvals required must be obtained and submitted prior to any activity on the site. 7 . A contact person shall be identified directly on the plans . 8 . A pre-construction meeting will be held with Town Staff prior to construction. 9 . Existing underdrains (interrupted tiles) must be tied into proposed drains . 10 . Silt fence to be placed and defined as a non-building line, especially to protect stream belt area. 11 . Constructi'on sequence be detailed for re-vamping of drainage channel, and added to the plans . Very truly yours, � = c4e, John M. Moran, J . , Chairman Inland Wetlands Agency/ Conservation Commission JMMJr../pmm Enclosure cc: Jerry Iazzetta, Town Engineer A.B. Davies, Deputy Town Engineer Marcia Banach, Director of Planning John R. Collins, Chief Building official Raymond Hallowell, Chairman, Planning & Zoning �- NUTMEG COMMERCIAL CENTRE SOUTH SATELLITE ROAD, SOUTH WINDSOR STORM WATER MANAGEMENT The proposed project is located south of South Satellite Road, east of the existing development on Nutmeg Road, north of the existing development on Pleasant Valley Road and west of the development on Hilton Drive. Included in the project is proposed Centre Circle. Presently, the site drains to a channel near the southerly boundary of the project. This channel starts at a new basin on the Greeberg property on Nutmeg Road. The piped system in Nutmeg Road discharges into the basin. The channel flows to a small pond partly on Parcel "C" of the Nutmeg Commercial Centre and partly on property of Gene A. Depietro. The small pond discharges to a channel which crosses Hilton Drive in a 30" pipe and then joins the Podunk River. The total drainage area to the small pond at the southerly edge of Nutmeg Commercial Centre is 90 acres. A total of 39 acres is channeled through two proposed detention basins. A total of 14 acres flows to the Gerber basin and 19 acres to Dynamic Controls basin. The remaining 18 acres is not detained. As noted, Nutmeg Commercial Centre proposes two detention basins. No. 01 is just north of Centre Circle and No. 2 is just south of Centre Circle. The proposed peak flow from a 25 year storm to detention basin No. 01 is 65 cfs. The peak discharge from the basin during a 25 year storm is 9 cfs. Similar reductions in flow would also be realized from other storms. The flow from basin No. 01 discharges to basin No. 02 along with drainage systems in Centre Circle and overland flow. The peak flow into basin No. 02 during a 2 year frequency storm is 29 cfs while the peak discharge is 7 cfs. The existing flow from the same area for a 2 year storm is 8 cfs. A similar comparison for a 25 year storm is 61 cfs in with 13 cfs out and an existing flow of 43 cfs. r1 Table #1 shows the comparison between the discharge from basin No. 2 with full development and the existing flows for the same area. C Table #1 Storm Exist. Flow Prop. Flow 2 Yr. 8 cfs 7 cfs 10 Yr. 32 cfs 12 cfs 25 Yr. 43 cfs 13 cfs 50 Yr. 58 cfs 15 cfs 100 Yr. 72 cfs 17 cfs As shown in Table #1, the proposed detention basins will significantly reduce the flows below the present undeveloped level. Table #2 shows the comparison of peak flows before and after any development of Nutmeg Commercial Centre for the Dynamic Controls property .and the remaining Nutmeg Property. Table #2 Dynamic Controls Nutmeg Storm Before After Before After ' 2 Yr. 30 29 14 10 :,...; 10 Yr. 54 47 54 29 25 Yr. 63 52 72 36 50 Yr. 73 59 96 47 100 Yr. 84 66 120 57 As can be seen from Table #2, the proposed development with two detention basins significantly reduces peak flows from present levels. Attached are printouts from two runs of the Soil Conservation Service TR-20 computer program. Run #1 covers the proposed site for present conditioni and proposed conditions. Run #2 covers the total area for present development. Following is the key for interpreting the printouts, the summary tables at the end in particular. Run #1 X Section 1 Area to Detention Basin #1. X Section 2 Area to Detention Basin #2 including outflow from Basin #1. X Section 3 Existing condition to location of Basin #2. X Section 4 Area to Gerber Detention Basin. X Section 5 Area not detained - Nutmeg. X Section 6 Sum of Gerber Basin and X Section 5. X Section 7 Sum of X Section 6 and discharge from Structure #2 and #3. X Section 8 Dynamic Controls before Lot #4 Nutmeg. X Section 9 Dynamic Controls after Lot #4 Nutmeg. X Section 10 Total Watershed Structure 1 Northerly Detention Basin - Structure 2 Southerly Detention Basin . Structure 3 Gerber Detention Basin . Structure 4 Dynamic Controls Detention Basin Run #2 X Section 1 Total area of Nutmeg not including Lot #4 to existing pond with no development on Nutmeg. X Section 2 Total area to Dynamic Controls Detention Basin before development of Lot #4. X Section 3 Sum of K- �.,e�tion 1 & 2. NOTE: Storm numbers are the storm frequencies with 99 referring to a 100 year storm. Glenn J. Mirtl 87-131 Corres. 0214A89GJM ra FUSS&O NEILL= PREPARED DATE CHECKED DATE PROJEC" consulting engineers BY BY 9 P,/3 •,.`.:•� e. SHEET S- of -44 i +1 t 44- � I _�-1 may_�_ - - --- *- -r- ---• ----1- -•-----�----•-._l_ � r ' I � l r �' I ' ' I , ' I !r ! �. (, 1 --7- --*-- - j--I T - ems _. _ - �. :�_ + F.�• .+.�_ _ ELL I r , _ i I t - ! •-� � -� - _ � 's- —m boo--�K-� i t � •, I r. i.: k�' _ S. --G St,i�C b` ! i r t•.�.r .�'SS LA FT FO-#110 'NFJLL PREPARED DATE CHECKED DATE PROJECT N FUSS&O BY y. BY Jrmlo en ineers 1�consulting g G-,��1 `j� 37 1 3 Al Li TM t-6- SHEET NO of �•--- `1. A-4L s �� ���•b�IJ— -----•-�--. -�--_-- -- - ----. _...__ r__.__ �_ 1 t ; �a ape_ - Ld 1 �Y- -}--i 1,- ' ' ..��+�_�-•-.1�-� �-_ i 1 I __� j 1 i 1 1 j t ( -�--- 1 1 - - 17 , Ta Tl +4 i iI i 4 -- I " FO•#110 t f 0,0 aEq< s � 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 son-cod 27 April 1989 Atty. William E. Grace 479 Buckland Road South Windsor, CT 06074 re: Appl. #88-92P, G&R Realty - Nutmeg Resubdivision Nutmeg & South Satellite Rds. Gentlemen: We are pleased to advise that the Planning and gof e above- referenced sion voted on April 25, 1989 to approve Lots 5 through lS referenced application to create an 11-lot Resubdivision in accordance with Drawings 1 - 23 of 23 dated Sept. 1988 (revised April 191 1989) prepared by Fuss and O'Neill, Project No. 87-131A, and with the following modifications: 1 . All deeds for open space and roadways; and Easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted to this Commission prior to filing the mylars and issuance of building permits . All deeds must be in accordance with the policy for accepting deeds and easements and must be approved by the Engineering Department and Town Attorney. The deeds for the roadways and open space will be held in escrow until completion of the subdivision and then referred to the Town Council for acceptance. 2 . Concrete sidewalks, built to Town specifications, shall be installed on one side of all new streets . 3 . Drainage for this subdivision is subject to the approval of the Town Engineer. 4 . If, for any reason, finished grading and other site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. le Atty. W. E. Grac -2- 27 April 1989 5 . All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 6 . Water shall be supplied to this subdivision by MDC. 7 . Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Town Manager. Street lighting is to be coordinated with the Chief of Police. 8 . Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall b installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the Town. 9 . Quantity estimates must be submitted to the Town Engin r (on the enclosed form) for the purpose of determining subdivision bonding, and all bonds shall be posted prior to filing the plans . If the developer chooses to submit a Letter of Credit for a one year term, in lieu of a surety bond, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter of Credit it is holding. 10 . A drainage assessment fee in the amount of $750 shall be submitted to this Commission. 11 . A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of $1,000,000 . 12 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $10,000. 13 . Prior to commencement of any site work, a meeting must be held with Town Staff . 14 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. Atty. W. E. Grace -3- 27 April 1989 15 . No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's Office. 16 . A note regarding maintenance responsibilities is also needed on the plot plan so it will appear on land records. 17 . Remove manhole #1 from center island; shorter distance is needed between manholes #9 and 10 (300' maximum) ; and the slope of 8" pipe is too flat at 4 .0%. 18. Combine lot 16 with lot 15 and re-identify as lot 15. 19 . Combine lot 17 with Parcel C and designate as non-approved lot. 20 . All traffic control signs required by the Local Traffic Authority must be shown on the plot plan. 21 . More extensive road underdrains are needed. 22. Water line should be placed along one curb line. 23. More detail is needed to identify parties responsible for detention basin operation and maintenance. 24. Define size of riprap outlets. 25. Guide rail detail is needed. 26 . Outlets to existing storm drainage in South Satellite Road need to be shown (including elevations) . 27 . Modify plans to include streetscape plans, and provide $30,000 bond. 28 . Modify plans to include a buffer on Parcel C to meet fully- developed buffer requirements; provide $20,000 bond. Certificates of Occupancy shall not be issued for lots 1 through 15 until buffer is established. 29 . Detail of aeration units is needed. 30. Comprehensive backwater analysis of Hilton Drive culvert is needed, to include tributari s to culv rt and n cessary hydrograph data, to demonstrate no adverse downstream eff cts. Atty. W. E. Grace -4- 27 April 1989 Black and white transparent mylars of Sheets #2 and 4 - 9 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 of the date of approval. 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, J �� Chairman cc: J. Iazzetta, Town Engineer 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 1jInland Wetlands Agency/Conservation Commission PZC File Engineer Applicant r ap i � 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 44y�soRco'�� AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, APR. 29, 1989 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its Apr. 25, 1989 meeting, the Planning and Zoning Commission voted to take the following action: 1 . Approve, with modifications, Appl. #88-53P, Dart Hill Realty, Inc. , for Phase I (20 lots plus 1 parcel) of an Open Space Subdivision on 109 .5 acres of property on th north side of Dart Hill Road, west side of Lawrence Road, east side of Neiderwerfer Road, and southeasterly side of Ellington Road, RR Zone. 2 . Approve, with modifications, Appl. #88-92P, G & R Realty c/o P.A.L. Investment Group for ;a 13-lot plus 3-parcel Resubdivision of property known as Nutmeg Resubdivision at Nutmeg and South Satellite Road, fie. 3 . Approve, with modifications, Appl. #89-07P, JFI Lots 9 & 10, Site Plan, 20 Commerce Way, I Zone. 4 . Approve, with modifications, Appl. #89-08P, Admiral Moving & Storage, Inc. , Site Plan, 420 Ellington Road, I Zone. 5 . Deny Appl . #89-09P, Burnham Business Park Associates, proposed amendment to Sections 4 .7 . 2. 8, 5 . 2, 8 . 3, and 8.4 of the Zoning Regulations. 6 . Approve, with modifications, Appl. #89-10P, John Samsel, Jr. , Terry Office Park Site Plan and Subdivision, property west of Buckland Road, south of Ellington Road, RC Zone. Dated at South Windsor, Connecticut this 26th day of April, 1989 . PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. , Chairman Marshall Montana, Secretary P-625 092 374 o -- RECEIPT FOR CERTIFIED MAIL N�'NSLRANCE COVE HAG! - NOT FOR INTERNATIONAL "See ReVeiS&� Sent to ar 4 Str�eft and No mot'D.State an iP_Code Postage I + Certified Fee k7 (� Special Delivery Fee f l Restricted Delivery Fee Return Receipt showing to whom and Date Delivered �� w Return Receiptshowing [] # Date, to whom an m Delivery a ToT tage a �7 • . St arkva 19R� °LL LL 0© CT � � , w N a�,( � U T-0 aw 0-/es ?d&u&� s v 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 R•C o�' AREA CODE 203/644-2511 SO 9 May 1989 Atty. William E. Grace 479 Buckland Road South Windsor, CT 06074 re: Appl . #88-92P, G&R Realty - Nutmeg Resubdivision Nutmeg & South Satellite Rds . Gentlemen: Approval modification #10 of our 27 April 1989 letter of approval for the above-referenced application is incorrect. Since 11 lots of this resubdivision were ultimately approved, the required drainage assessment fee is $550, not $750 as indicated in the approval letter. Please revise your records to reflect this correction. We regret any inconvenience this may have caused. Very truly yours, PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. Chairman cc: J. Iazzetta, Town Engineer 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 Applicant CASEY, HALPERN, [TRACE & DOMBROWSKI, P.C. ATTORNEYS AT LAW 479 SUCKLANO ROAD SOUTH WINDSOR.CONNECTICUT 06074 (203)644-1526 JOHN M.CASEY 165 S I LAS DEANE H I GHWAY KENNETH S.HALPERN WETHERSFIELD,CT 06109 WILLIAM E.GRACE JOHN W.DOMBROWSKI.JR. APRIL C.TEVERIS May 11, 1989 South Winder _anning & zeniog COMmisSW Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Application #88-92P Nutmeg Resubdivision Nutmeg and South Satellite Roads The Applicant of the above captioned application hereby requests an extension of time in which to file the plans as set forth in the approval letter dated April 27 , 1989. The Applicant is working on the plans and modifications and will file the plans as soon as possible. G&R REALTY By William E. Grace Its Attorney WEG/att w r Cary K. Tyk,( Chief of Police ~°sOR�cor Police Services SOUTH WINDSOR POLICE DEPARTMENT CONSTRUCTION REQUIREMENTS Project Title: Nutmeg Comm. Center P88-92 Date: May 31 , 1989 �. 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. f 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. EOK 3. Developer will submit three (3) 811 x 11 or 8;1 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. Me""4. Temporary street signs must be in place as soon as possible and maintained throughout the project. L?(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. /7 . Require that additional street lights be installed on the following CL&P poles. South Satellite : 24470 , 24474 , 25597 . Route#5: 26183 ,16471 ,5976 , 16472 , 5977 , 16473 , 16414 . 8 . Stop bars to be painted at stop sign locations (refer to map) � 9 . TnereQJC left turn only lane south hnund__RtP#5 ,at SO Satelll e }?d. / 10 . i'Tin.nre sA riQh' turn lane north hound Rte#5 , at So Satellite 151 Sand Hill Road - South Windsor, Connecticut 06074 - (203) 644-2551 Ef / STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation p Dep ✓artment of Transportation Commissioner of Public Safety Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 Phone : 566-5228 June 2, 1989 V.I.C. Builders 2 Wethersfield Avenue Hartford, CT 06114 Re: STC# 132-8905-01 Dear Sir: Subject: Nutmeg Commercial Center South Satellite Road Town of South Windsor As a result of the review of the Application for Certificate, the enclosed comments detail the additional data required in order for the review to be continued. Seven copies of the data should be forwarded to this office. Should the data not be received within 120 days of the receipt of this request, it will be assumed that the project is not going forward. As a result, the review of the application will be cancelled at that time. Should you have any questions with regard to the requested data, you may contact Mr. William A. Peace (Telephone: 566-5120). Very truly yours, f j illiam W. Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D'Auria G & R Realty Mr. Frederick A. Hesketh An Equal Opportunity Employer BOND ESTIMATE FORM Project: NUTMEG MMMFRT('AT. ('F.N T'RF Street: gn_u_th SatPl 1 ;to P&Z I.D. : Engineer: Fugg & O'Nei 1 1 Tnr�� Date: 6/5/89 Unit Item Description Unit Quantity Price Cost 1. Clearing & Grubbing LS 5.6 2. Strip & Stockpile Topsoil CY 9034 3. Earth Excavation (Excluding Roadway & Trench) CY 14520 g. ao l6G 4. Roadway Excavation CY 11942 5. Earth 'Trench Excavation 0-4 CY 2098 6. Earth Trench Excavation 0-10 CY 5111 ,670 7. Earth Trench Excavation 0-15 CY ___ 8. Earth Trench Excavation 0-20 CY 9. Roadway Excavation (Rock) CY ___ 10. Rock Trench Excavation 0-4 CY 11. Rock Trench Excavation 0-10 CY 12. Rock Trench Excavation 0-15 CY 13. Rock Trench Excavation 0-20 CY 14. Formation of Subgrade SY 7666 15. Subbase Gravel CY 2555 /5�p0 72 16. Processed Aggregate TONS 1916 17. Common Borrow CY 18 . Gravel Borrow CY ___ 19 . " Bituminous Concrete (Class I) TONS 881 20 . Bituminous Concrete (Class II) 150TONS 440 - .00 ZZ 00� 21 . Six inch Asphalt Lip Curbing LF 5800 22. Road Widening Complete SY --- Sub-Total $ - 1 - SG�� 66 q Item Description Unit Quantity Price C�s� 23 . Concrete Sidewalk ' Wide LF 3942 24 . Asphalt Sidewalk Wide LF --- STORM DRAINAGE SYSTEM COMPONENTS --- 25 . 60" RCP Class In Place LF 26. 54" RCP Class In Place LF --- 27. 48" RCP Class In Place LF --- 28 . 42" RCP Class In Place LF --- 29 . 36" RCP Class In Place LF --- 30. 30" RCP Class In Place LF -507 31. 24" RCP Class In Place LF 341 4S00 /.5 3�5 32. 21" RCP Class In Place LF --- 33. 18" RCP Class In Place LF --- 34 . 15" RCP Class In Place LF 405 3p,� OLf/5D UNDERDRAINS 35. 611 LF --- 3 6. 811 LF 1580 p,cx) 3 O 37. Type "C" Catch Basin EA 14 Soo al,OCX� 38 . Type "C" Double Grate EA --- 39 . Type "C-L" Catch Basin EA --- 40 . Manhole EA --- - 41. Manhole With Drop Inlet EA --- 42. Manhole Over Ten Ft. EA --- 43 . Headwall EA --- 4 4 . Endwa l l EA --- 45. Flare Ends EA 5 5-00 �SdU 46. Special Structure EA --- 47 . Bedding: Type: CY --- Sub-Total $ - 2 - � Item Description Unit Quantity Price Cost 48 . Modified Riprap Channel CY --- 49 . Intermediate Riprap Channel CY 30 Z G 50. Standard Riprap Channel CY --- SANITARY SEWER COMPONENTS 51. 21" PVC In Place SDR 35 LF --- 52. 18" PVC In Place SDR 35 LF --- 53. 15" PVC In Place SDR 35 LF --- 54. 12" PVC In Place SDR 35 LF --- 55. 10" PVC In Place SDR 35 LF --- 56. 8" PVC In Place SDR 35 LF --q s 57. 6" PVC In Place SDR 35 LF --- 58. 18" Ductile Iron In Place LF --- 59. 15" Ductile Iron In Place LF --- 60. 12" Ductile Iron In Place LF --- 61. 10" Ductile Iron In Place LF --- 62. 8" Ductile Iron In Place LF --- 63. 8" RCP Class In Place LF --- 64. 10" RCP Class In Place LF --- 65. 12" RCP Class In Place LF --- 66 . 14" RCP Class In Place LF --- 67. 15" RCP Class In Place LF --- 68 . 18" RCP Class In Place LF --- 69. 21" RCP Class In Place LF --- 70 . 24" RCP Class In Place LF --- 71. Sanitary Manhole EA 11 /SOU 72. Sanitary Manhole w/Drop Inlet EA --- 73. Sanitary Manhole over 10 Ft� EA --- Sub-Total $ - 3 - 761 9�-v Item Descri1 ton t;n,_t �L���r.Lity Price C3s� STRUCTURES & MISC. ITEM 74 . Retaining Wall EA 75 . Fence (Type: ) EA --- 76 . Guide Rail (Type: ) LF 500 �,OG 77 . End Anchorage (Type: ) EA 2 Ste - 78 . Guide Post EA --- 79 . Pavement Marking LF 2300 80. Street Signs EA 2 81 . Traffic Signs EA 4 / 5 0 Goo 82. Street Lights EA 10 /SOCK 15 UC 83. Furnishing/Placing Topsoil SY 11100 84 . Fertilizing, Seeding and SY 11100 Mulching 85. Liming TON 1 86 . Trees LS 8 87. Maintenance/Protection LS LS of Traffic Zvoc 88 . Construction Staking LF 2300 /0 000 89 . As-Builts LF 2300 L S O 90. Iron Pins EA 60 / SCE 9000 91. Concrete Monuments EA 22 9.00 EROSION CONTROL 92. Haybales/Silt Fencing LF 5000 0 0v( 93 . Calcium for Dust Control TON 2 ;-cop 94 . Sedimentation Ponds CY --- 95 . Maintenance of Erosion LS LS and Sedimentation /0/) 00 Sub-Total $ - 4 - / g� /ov Description Unit Quantity Price om Cow 95- 97. Sub-Total Page 1 SuL-Total Page 2 Sub-Total 'Page 3 $ Sun-Total Page 4 $ /_/�l , /DU Sub-Total Pace 5 S---j_ 25% Contingencies x Sub-Total: $ x eg091 U TOTAL -7c'o ©0 00 U t _ BOND ESTIMATE FORM Project: NtTTMF.(; rnMMFRTC:AT. ('.F.NTRF Street: ;nll h SarP�1 i to P&Z I.D. : Engineer: Fuss & O' Pi 1 1- Tnr_ Date: 6/5/84 Unit Item Description Unit Quantity Price 1. Clearing & Grubbing LS 5.6 2. Strip & Stockpile Topsoil CY 9034 3. Earth Excavation (Excluding Roadway & Trench) CY 14520 4. Roadway Excavation CY 11942 5. Earth Trench Excavation 0-4 CY 2098 6. Earth Trench Excavation 0-10 CY 5111 7. Earth Trench Excavation 0-15 CY 8. Earth Trench Excavation 0-20 CY 9. Roadway Excavation (Rock) CY ___ 10. Rock Trench Excavation 0-4 CY 11. Rock Trench Excavation 0-10 CY 12. Rock Trench Excavation 0-15 CY 13 . Rock Trench Excavation 0-20 CY ___ 'O 14. Formation of Subgrade SY 7666 15. Subbase Gravel CY 2555 16. Processed Aggregate TONS 1916 17. Common Borrow CY _-- 18 . Gravel Borrow CY _-- 19 . " Bituminous Concrete TONS 881 (Class I) . . 20 . " Bituminous Concrete. TONS 440 (Class s II) 21. Six inch Asphalt Lip Curbing LF 5800 22. Road Widening Complete SY --- Sub-Total $_ - 1 - �:i Item Description Unit Quantity Price Cost 23. Concrete Sidewalk _' Wide LF 3942 24 . Asphalt Sidewalk Wide LF --- STORM DRAINAGE SYSTEM COMPONENTS --- 25. 60" RCP Class In Place LF 26. 54" RCP Class In- Place LF --- 27. 48" RCP Class In Place LF --- 28 . 42" RCP Class In Place LF --- 29. 36" RCP Class In Place LF --- 30. 30" RCP Class In Place LF -597 31. 24" RCP Class In Place LF 341 32. 21" RCP Class In Place LF --- ,- 33. 18" RCP Class In Place LF --- 34 . 15" RCP Class In Place LF 405 UNDERDRAINS 35. 611 LF --- 36. 8" LF 1580 37. Type "C" Catch Basin EA 14 38. Type "C" Double Grate EA --- 39. Type "C-L" Catch Basin EA --- 40. Manhole EA --- 41. Manhole With Drop Inlet EA --- 42. Manhole Over Ten Ft. EA --- 4 3 . Headwall EA --- 4 4 . Endwal l EA --- 45. Flare Ends EA 5 46. Special Structure EA --- 47. Bedding: Type: CY --- 2 - Sub-Total $ Item Description Unit Quantity Price e • 48 . Modified Riprap Channel CY --- 49. Intermediate Riprap Channel CY 30 50. Standard Riprap Channel CY --- SANITARY SEWER COMPONENTS 51. 21" PVC In Place SDR 35 LF --- 52. 18" PVC In Place SDR 35 LF --- 53. 15" PVC In Place SDR 35 LF --- 54. 12" PVC In Place SDR 35 LF --- 55. 10" PVC In Place SDR 35 LF --- 56. 8" PVC In Place SDR 35 LF --- 57. 6" PVC In Place SDR 35 LF --- 58 . 18" Ductile Iron In Place LF --- 59. 15" Ductile Iron In Place LF --- 60. 12" Ductile Iron In Place LF --- 61. 10" Ductile Iron In Place LF --- 62. 8" Ductile Iron In Place LF --- 63. 8" RCP Class In Place LF --- 64 . 10" RCP Class In Place LF --- 65 . 12" RCP Class In Place LF --- 66 . 14" RCP Class In Place LF --- 67. 15" RCP Class In Place LF --- 68 . 18" RCP Class In Place LF --- 69 . 21" RCP Class In Place LF --- 70 . 24" RCP Class In Place LF --- 71. 11 .� Sanitary Manhole EA 72 . Sanitary Manhole w/Drop Inlet EA --- 73. Sanitary Manhole over 10 Ft. EA --- Sub-Total $ 3 - Item Description Unit Quantity Price Cost STRUCTURES & MISC. ITEM 74 . Retaining Wall EA --- 7 5. Fence (Type: ) EA --- 76. Guide Rail (Type: ) LF 500 77. End Anchorage (Type: EA 2 78. Guide Post EA --- 79 . Pavement Marking LF 2300 80. Street Signs EA 2 81. Traffic Signs EA 4 82. Street Lights EA 10 83. Furnishing/Placing Topsoil SY 11100 84. Fertilizing, Seeding and SY 11100 Mulching 85. Liming TON 1 86. Trees LS 8 87. Maintenance/Protection of Traffic LS Ls 88 . Construction Staking LF 2300 89 . As-Builts LF 2300 90. Iron Pins EA 60 91. Concrete Monuments EA 22 EROSION CONTROL 92. Haybales/Silt Fencing LF 5000 93 . Calcium for Dust Control TON 2 94 . Sedimentation Ponds CY --- 95 . Maintenance of Erosion LS LS and Sedimentation Sub-Total $ 4 _ Item Description Unit Quantity Price - 96. r 97. Sub-Total Page 1 $ Sufi-Total Page 2 $ Sub-Total Page 3 $ Sub-Total Page 4 $ Sub-Total Pace 5 S 25% Contingencies x Sub-Total: $ TOTAL $ f, .?4 �t �•�_�0 6y : DA 1 5H.NO. OF H1 I &- 7' 2f01 FUSS & O'NEILL - ` CI(ECKEO B Y: OAT C= 310 M^m-.r+#I:CT PROJ. NO. .. 1 r jAAraCf4lSrr_R.COr++4fGY1CVT 4L010 ROAD". TOVIN GRADING QUANTITIES 1V erne Commef-0 ►%1 Ger11re 5ov+in Wsn�-sor s CARYH CUT FILL ROCK ,Cur sue 8ASC TAtIOH i Colo Opus« cu. cm0 orvglLt Cu. c«o 60uaiC Cu. ego o4uoL1c c: �. rIRtA coca aRCA TOZ. ARCA ChO AR(A ro:. ARC♦ C«a JL,t4 T03. 4LsCA NO ^ACA Y= 0+50 30 "3 'Z t t 0o 50 x �+ 7, -t o O 100 •-� � � �4 12� 4-+0 a +0 oo 100 Cp fOG100 O d + 2 �' (o �•}0 0 o d 5 S l 2`d 7 •-- Z � 21 1 (o Ito o on 0 — Zc1 go Iq lv !�3 q+SG 5d Flo440 61 0 Sol ! pb Oa 7$ a0 14400 00 — t 5 00 1400 650 r 1 v l 7100 Oa ��2 1 Z.• t g 1 1 $+10 O 100 IZ G 1 0 1 83 .03301 y t °! 7 - 0 1040 Z �1 206 a �r - + 1 xz�ac� i 3 0 Sd 1 Z 7. so ss 3 to A �r i±wr FUSS8caNEI PARED DATE CHECKED DATE PROJECT r- LL PRE consulting engineers BY BY rp (o 3 91 11 SHEET NC e'omm(?1v1o1 I 20-ie T --j 41 lt d f LT T-i I-A I -4-4 .4-Tll� i 414 L A "7 4 R4 -' "L-' F- f,- T- r 0�oel 4. -F- -4 1-7 Of --- -------- I -- f - ---�- .......... L4 17 -t 1 YTT I I ' I a 1 _ ET - -�•—�- 1 � 1 1 i � I i t t i i 'if rT vp co T—4— _ s ' I I ! i � i '• 1 r I '0..p fr,��:v ON 133HS x8 x$ siaauiBua 6uillrs,ioo :)N iz3fosd 3iya Q3XJ3HJ uva amwdUd 113N,#MSS(U a CASEY & GRACE ATTORNEYS AT LAW 479 6UCKLANO ROAD SOUTH WINOSOR.CONNECTICUT 06074 (203)644-1526 JOHN M.CASEY TELECORIER(203(644-1520 WILLIAM E.GRACE June 21, 1989 Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Application #88-92P Nutmeg Resubdivision Nutmeg and South Satellite Roads The Applicant of the above-captioned application hereby requests an additional extension in which to file the plans as set forth in the approval letter dated April 27, 1989. The Applicant is in the process of modifying the plans and will file the plans as soon as possible. G & R Realty BY William E. Grace Its Attorney WEG/att cc: V. Riscassi STATUTORY FORK DEED KNOW YE THAT, M G REALTY LIMITED PARTNERSHIP, a limited partn rship with a principal place of business in West Hartford, Connecticut, for no consideration paid, grants to The Town of South Windsor, a municipal corporation chartered under the laws of the State of Connecticut, 1540 Sullivan Avenue, South Windsor, Connecticut, 06074, with WARRANTY COVENANTS A certain piece or parcel of land designated as "CENTRE CIRCLE" as shown on a map entitled "PLOT PLAN FOR NUTMEG COMMERCIAL CENTRE SOUTH SATELLITE ROAD SOUTH WINDSOR, CT FUSS & O'NEILL inc. consulting engineers MANCHESTER, CONNECTICUT PROJ, MANAGER: WDO CHIEF DESIGNER: COS SCALE: 1 IN. = 40 FT. DATE AUG. 1988 FLD. BK 517 PROJECT 87-131A SHEETS NO. 4 through 7 inclusive of 23 REV. DATE: 2/10/89 5/20/8901 which map is to be recorded on th land records of the Town of South Windsor; said premises are mor particularly bounded and described on Schedule A attached hereto and made a part hereof. Said premises are subject to: all provisions of any Federal, State, Town or other Governmental laws and regulations affecting said premises, taxes on the List of October 11 1988 and to a Water Main Caveat to the Metropolitan District Commission dated May 231 1958 and recorded May 26, 1958, in Vol 65 Page 59 of the South Windsor Land Records; Signed this day of July , 1989. M G REALTY LIMITED PARTNERSHIP Witnessed by: By Its STATE OF CONNECTICUT) ) ss. DULY , 1989 COUNTY OF HARTFORD ) Personally appeared , of M G REALTY LIMITED PARTNERSHIP, as aforesaid, signer of the foregoing instrument and acknowleged the same to be his free act and deed as said , before me. Notary Public 7/12/89 SCHEDULE A Beginning at a merestone, which merestone is 331.61 feet from the northwest corner of Lot 11, also comprising the northeast corner of Lot 1, as shown on said map; thence proceeding along an arc of a curve having a radius of 50.00 feet a distance of 78.54 feet to a merestone; thence running S 240 52' 450 W a distance of 237.07 feet to a merestone; thence running along an arc of a cury having a radius of 704.12 feet a distance of 211.24 feet to a merestone; thence running along an arc of a curve having a radius of 525.00 feet a distance of 667.17 feet to a' merestone; thence running S 650 07 ' 150 E a distance of 152.93 feet to a merestone; th nce running along an arc of a curve with a radius of 350.00 feet a distance of 460.42 feet to a merestone; thence running N 390 30' 28" E a distance of 167.86 feet to a merestone; thence running along an arc of a curve with a radius of 771.78 feet a distance of 197 .05 feet to a merestone; thence running N 240 52' 45" E a distance of 196.05 feet to a merestone; thence running along an arc of a curve having a radius of 50.00 feet a distance of 78.54 feet to a merestone in the southerly line of South Satellite Road; thence running in a westerly direction a distance of 166.00 feet to a merestone in the southerly side of South Sat llite Road; thence running along an arc of a curve having a radius of 50.00 feet a distance of 78.54 feet to a merestone; thence running S 240 52' 450 W a distance of 320.71 feet to a merestone; thence running along an arc of a curve having a radius of 228.22 feet a distance of 29.37 feet to a point marking the southeast corner of Lot 8 and the northeast corner of Lot 9 on said map; thence proceeding along the same arc of a curve a distance of 28.80 feet to a merestone; thence running S 390 30 28" W a distance of 167.86 feet to a merestone; thence running along an arc of a curve with a radius of 300.00 feet a distance of 394.64 feet to a merestone; thence running N 650 07 ' 150 W a distance of 152.93 feet to a merestone; thence running along an arc of a curve with a radius of 475.00 feet a distance of 603963 feet to a merestone; thence 'running along an arc of a curve with a radius of 295.88 fe t a distance of 88.77 feet/ to a merestone; thence running N 240 52' 450 E a distance of 342.93 feet to a mer stop ; thence running along an arc of a- curve with a radius of 50.00 feet a distance of 78.54 feet to a merestone set in the southerly side of South Satellite Road, thence proceeding in a , W'"a -,a -1 v Ai ronf-i f%V% a A i =t nnr.o ^f 1 AC AA 4:aet •-.+ •-1+e r••+••6. �. A place of beginning. 7/12/89 GRANT OF EASEMENT KNOW YE THAT, M G REALTY LIMITED PARTNERSHIP, a limited partnership with a principal place of business in West Hartford, Connecticut, for no monetary consideration paid, grants to The Town of South Windsor, a municipal corporation chartered under th laws of the State of Connecticut, 1540 Sullivan Avenue, South Windsor, Connecticut, 06074, with WARRANTY COVENANTS The right to drain surface water onto those certain parcels of land shown as "Drainage Easements to Town of South Windsor" on a map entitled "PLOT PLAN FOR NUTMEG COMMERCIAL CENTRE SOUTH SATELLITE ROAD SOUTH WINDSOR, CT FUSS & O'NEILL INC. consulting engineers MANCHESTER, CONNECTICUT PROD. MANAGER: WDO CHIEF DESIGNER: COS SCALE: 1 IN. = 40 FT. DATE AUG. 1988 FLD. BK 517 PROJECT 87-131 A SHEET NO. 6 of 23 REV. DATE: 2/10/89 5/20/89" , which map is to be recorded on the land records of the Town of South Windsor; said premises are more particularly bounded and described all as shown on said map, on Schedule A attached hereto and made a part hereof. Said premises are subject to: all provisions of any Federal, State, Town or other Governmental laws and regulations affecting said premises, taxes on the List of October 1, 1988. The Grantor herein, for itself, its successors and assigns, shall not erect or allow to be erected any structures on said easements and shall not plant or allow to be planted or grow any trees thereon or perform any work thereon within said easements which may endanger or interfere with said easements. The Grantor r serves the right to itself, its successors and assigns, to continue to use the land within which the aforesaid easement has been granted for any uses and purposes which do not in any way interfere with the use thereof by the Grantee, its successors and assigns, in fulfulling the purpose for which this easement is granted. The Grantee by accepting and using this Easement agrees for itself, its successors and assigns, that after any work is done within the Easement, to restore the premises to the condition in which they were prior to such work being performed. Signed this day of July , 1989. M G REALTY LIMITED PARTNERSHIP Witnessed by: By Its STATE OF CONNECT ICUT) ) SS. JULY , 1989 COUNTY OF HARTFORD ) Personally appeared , of M G REALTY LIMITED PARTNERSHIP, as aforesaid, signer of the foregoing instrument and acknowleged the same to be his free act and deed as said , before me. Notary Public SCHEDULE A First Parcel: Beginning at a point in the Northeast line of Centre Circle, and the Northwest boundary of lot 10, which point is marked by a merestone, which is monument No. 10B, the coordinates of which are noted on the map, thence running S 380 07 ' 12" E, a distance of 172.43 feet to a merestone, marked as monument 10C, thence turning and running S 510 52' 48" W, a distance of 20.00 feet to a merestone marked as monument 10D thence running N 380 07 ' 12" W, a distance of 1220,00 feet to a merestone, marked as monument 10A, thence running along the northeasterly line of Centre Circle in a curve with a radius of 475.00 feet, a distance of 54.28 feet to the point of beginning. Second Parcel: Beginning at a point in the Northerly line of Centre Circle, and the Southerly boundary of lot 9, which point is marked by a merestone, which is monument No. 9A, the coordinates of which are noted on the map, thence running N 180 58' 19" E, a distance of 31.87 feet to a merestone marked as monument 9B, thence turning and running S 710 01 ' 41" E, a distance of 20.00 feet to a merestone marked 9C, thence running S 180 58' 19" W, a distance of 33.94 feet to a merestone marked as monument 9D, thence turning and running N 650 07 ' 15" W, a distance of 20.11 feet to the point of beginning. Third Parcel: Beginning at a point in the Southerly line of Centre Circle, and the Northerly line of Parcel "C", which point is marked by a merestone, which is monument No. 15B, the coordinates of which are noted on the map, thence running S 180 58' 19" W, a distance of 33.30 feet to a merestone marked as monument 15C, thence running N 710 O1 ' 41" W, a distance of 20.00 feet to' a mer stone marked as monument 15D and located in lot 15, thenc turning and running N 180 58' 19" E, a distance of 35.37 feet to a mer stone marked as monument 15A, thence turning and running S 650 07 ' 15" E, a distance of 20.11 feet to the point of beginning. 7/19/89 TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR,CONN.06074 TO Marcia A. Banach DATE 7-20-89 Director of Planning L SUBJECT: NUTMEG COMMERCIAL CENTRE (13 Lots) FOLo- South Satellite Road There will be a preconstruction meeting for the above mentioned Industrial Site for August 3, 1989 at 2:00 P.M. cc: M. Gantick, B. Davies, L. Braddock, F. Shaw, M. Stead, R. Reichle, B. Lanning, J. Collins, J. McCahill By vow—�eZ1 I <�Wemo from TOWN OF SOUTH WINDSOR TOWN HALL I SOUTH WINDSOR, CONN.06074 { I F TO Vic RisCassi DATE July 27, 1989 L SUBJECT: Nutmeg Commercial Centre Plans � FOLD- I Several items in the Planning & Zoning approval letter have still not been addressed: Items #16, 20 plus items as noted on enclosed memo from Jerry Iazzatta to me. Also, numerous discrepancies in Gerber pipe design when compared to Nutmeg Commercial Centre subdivision plans (see 2nd enclosed memo). Very important that these items get addressed prior to pre-construction meeting. By Marcia Banach C � Cn U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 !�°soR-03 � AREA CODE 203/644-2511 July 27, 1989 TO: Marcia Banach, Director of Planning FROM: Jerry Iazzetta, Town Engineer SUBJECT: Nutmeg Commercial Center - #88 2P We have reviewed the "final drawings" for the Nutmeg Commercial site and the following Planning & Zoning approval condition items need to be addressed: 1) Sidewalks "pictured" on standard roadway sections but no information provided i.e. labeling "sidewalk" , demensions, type materials etc. 2) Traffic Control signs not shown. 3) Road underdrains not shown. 4 ) Size of rip-rap outlets not defined. 5) Detail of aireation units needed. wN Tiau� ap s �. 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 �`itiosoR•co AREA CODE 203/644-2511 July 27, 1989 TO: Marcia Banach, Director of Planni g FROM: Jerry C. Iazzetta, Town Engineer SUBJECT: Nutmeg Commercial/Plan for Gerber Scientific We have reviewed the drawing dated November 1988 for the proposed drainage work for Gerber Scientific on Nutmeg Road - part of the Nutmeg Commercial Center. This drawing has several discrepancies when compared with the drawings for the Nutmeg Commercial Center. These are as follows: 1) Nutmeg drawing sheet 10 shows a manhole at the north end of the proposed pipe, near the corner of lot 13, this drawing does not show this. Also the direction of the pipe into the detention basin differs. 2) The invert of the 15" RCP in the detention basin shows as 67 .50 on Nutmeg drawings and as 65.90 on this drawing. 3) Detail of culvert end is not same on both drawings . 4 ) Detail of rip-rap outlet on parcel "B" is not shown on this drawing but is shown on Nutmeg drawing sheet 23. 5) A rip-rap ditch detail is shown on this drawing but no indication as to where it is located. 6 ) Proposed fill area shown on profile but no earthwork (new contours) shown on plan. . r ome ?HE ATKA C"UALT r ANo SURETY COMPANY owe chda C"W Plana HwOwd. Cwrdwdout 06103 uFE&CASLLAL Y r SUBDIVISION B014D 0014 ALL i'9EN BY THESE PRESENTS THAT WE, Y DEVELOPMENT CORPORATION hereinafter called Principal:, as PR NC PAL A:TD THE ETNA CASUALTY AND SURETY COMPANY of the City of Hartford of the County of Hartford in the State of Connecticut as SURETY are held and firmlir bound unto2Z TWICE Sam . CT. TNi A 4�k'TLA1�mc c'* ccrrrt - in the sum of Thousand and xx/100 ------------------------ A. ___ (� 10,000.00 too be pai —to the Said TCWN CF SCUJH : its successors and ass WIl� �� igns, or which payment well and truly to be made, we hind ourselves, our heirs, executors and administrators, successors and assigns, firmly by these presents. WHEREAS, the Principal has submitted to the Planning and Zoning Commission of the TOWN OF SOUTH WINDSOR, CONNE TICUT for its approval, a Application #88- 2P Nutmeg RPQ»nr�i .�Q;�„ +�„ ._ Fneira compliance with the erosion & sediment control meassr as outs to , approval letter dated 3-23-8 thA and .---------. ._ WHEREAS, the Planning and Zoning Commission of the TOWN nF 9n11T14 WINDSOR CONNECTICUT has approved said Plan on condition that the said Principal file witS the TOWN OF SOUTH WTNDS0R,, CT THE AND WETLANDS COMMISSION . a Bond .in..the amount of Ten- Thousand L and xx/100 ----------------------- --($1 DOLLARS, ;. : with Surety and in form approved by the Town -and with conditions satisfactory to the Planning and Zoning Commission securing to the TOWN OF SOUTH W_ TNncnR CT. , INLAND WETLANDS COMMISSION actual completion within ' p (2) TWO YEARS of certain work and installations required by the Planning and Zoning Commission as more fully appears on the application maps, plans and Profiles filed by the Principal. - ?!Oil, THEREFORE, if the said Principal shall on or befbre__AUGUi2T Ird 1 qQ1 make and complete to the satisfaction of the OW W in accordance with its sub- division regulations the work and installations herein referred to, this obligation shall be null and void, otherwise to remain in full force and effect. - IN WIT14ESS 14HEREOF, we have hereunto set our hands and seals at Hartford, Connecticut, this AUGUST 3rd 1989 JTY DEVELOP M COREORAT BY: CT S.) THE. P.714A CASUALTY AND SURETY COMPANY _ BY: Attorney-in- ct Charles T. Wright I • THE XTNA CASUALTY AND SURETY COMPANY Hartford, Connecticut 06115 UFE i C.&ZUAt.TY POWER.OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)•IN-FACT KNOW ALL MEN BY THESE PRESENTS.THAT THE ATNA CASUALTY ANO SURETY COMPANY,a corporation duly org anited under the laws of the State of COnMWieut,and having it•principal affice In the City of Hanford.County of Hanford.State of Connectlout.hath made,conatitutad and spoointod, and does try these presents make,constitute and appoint John Be AbYahmse Charles T. Wright# Paul A. Melvin r Marc C. Abrahm4 - - i of Hartford, Connecticut ,Its true and lawful Attorney(s)4n4actvAth full power and authoity horoby confwrsd to sJgn, execute and acknowtedgs, at any,pt•ca within the United States, or,If the following One be RUad In. within the area thwe dseJp• natad .the following Instrumont(s): by KkA%w so4 signature and act.any and all bonds,recognitences,contracts of Indemnity.and otharwritinga obligatory In the nature of a bond. reoopnJsana.or conditional undsruking, ono any and all consents Incidents thereto not exceeding the sum of FIVE HUNDRED THOUSAND ($500,000.00) DOLLARS and to bind THE .fTNA CASUALTY AND SURETY COMPANY.thereby as fully and to the tame extant as if the same ww•slgnad by the duly authovod onf+cen of TH E.ETRA CASUALTY AND SURETY COMPANY,and all the acts of said Attornay(a)•In•Fact,pursuant to the authority herein o)vv�.we hereby rsdfied and conArmed. This appointment Is made under and by authority of the follow(no Standing Rssolutlons of said Companywhich Resolutions are nowin full fora and affao: i VOTED:That aach of tha following office rs:jChsirmsn,Vice Chairman,President.Any Executive Vies Pro aAdan%Any SenlorVkt Prsaldsn%ArtyVke ►resit ant.My Asa1 atant Via Pr acid ant.Any.S acretary,Any As slstant Seuetsry,may from lima to time appoint Rtsldent Vke Praeldents,Resident Asaistsnt Sscrturiel.Attorney a•in•Fact,and Agents to set for and on behalf of the Company and may give any such appointef such authority as his certftstu of authoriry may prescribe to sign with the Company's name and seal with the Company's teal bonds,reoognitar",coatrmu of lndvr►nJty.and othar writing obligatory In the nature of a bond,raoognl:anas,or condldonal undertaking,and any of said officers or the foard of Directors may at any time rsmovs any such appointee and revoke the power and authority given him. • VOTED:That any bond,reoognlssnce.contract of Indemnity,orwritirig obligatory In the nature of a bond,rocognkana,W cor4Uon4!undertaking tJhall be valld and blr4nq upon the Company when(a)signed by the Chairman,the Via Chairman.the President.an Exowtive Vke President.a Sw%Lw Vks PrWdsnt. a Vla President. a1n Assistant Vice President or by a Rasldont Vita President pursuant to the power prescribed In the cerOfiats of authority of such Rssident Vice Pr saldent.and duly sttaatod and staled with the Company's seal by s Souetsry or Assistant Secretary or by s Resldont AssJaunt Soaeury,pursuant to the power prescrlbad In the arUficats of outhorttyof wch RsaldantAssJatant Sevetsry;or(b)duly axoart&l(under se sl,If rtQvlrad)by one 6t more Attorneya•In•Fact pursuant to the power preaeribed in his W their conflicats or arUAcstea of authorIrr. i This►owor of Attomey and Cor0f cats of Authority Is signed and seated by f"rrJle under and by authority of the following Standing Resolution voted bb(the board of Directon of THE ATNA CASUALTY AND SURETY COMPANY which Resolution Is now In full force and•Kett: VOTED: That tine signature of each or the 10111)wing officers:Cnairman,Via Chalrmart,Presideno.Any ExooltJv*Via PreWdent;Any genie(Vks ►roWdant.Any Vice PreaJd ant,Any Assistant Via Pruldent,Any Sacretary,Any Assistant Sacretuy,and the seal of the Company maybe affixed by faca mile to envy power of attomry or to ony certificate relating thwato appointing Resldanht Vka PrewldanU,Real wA Aialatant Seoretsftea or Anomres,4A-Fact for purpow only of execudnq and attesting bonds and undertakings tnd othwwdOngs obligatory In**nature thereof,and arty "g h p**W o1 attorney or ftrtJAcsts besrinq ouch faaJrrhJlo signature or faalmJle leaf Wif be valid and bl"ng upon the Cothpany anti arty such Doww to axaoutad and certified by such facalmlie aJgnature and facsimile Baal shall be valid and bl"nq upon the Company N the future with respect to buy bond or undertaking to winkh It la an&c had. IN W IESS WHEREOF,THE ATHA CA$UALTY AND SURETY COMPANY has caused We Wtrumant to be aJgnad by Its i.saiatant V i C e President ,end Its corporate anal to be hereto affixed this 29 th , day of June . tt � 82 E*Aft"*^&) THEiET>`LA CASUALTY AJ�tO SOPXN COMPANY;.� — ....�ay C i to u of Conr.oct k,u t ace.KarNord i County of Harrier• issisUAt Vice President on this 2 9 t h day of June , i E 82 ,before me personally came Re To RIPPE to"'a known,who,b*inp by Me duly eworn,d1d dago•a end say:that ha/ahe is assist nt Vic• President o{ THE AET?tA C.LSUALTY AND SURETY COMPANY,the corporation deaer(bad In and which executed the above Irutrumant;that he/she kvhowe the 9"of tiid awwodon;fUt the seal affixed to the uld Instrument Ice such congests teal;and that ha/she exawtsd the Bald instrument on behalf of*'a corporation by authority of h4AW office undo(the SUI%ding Reaolvdom thereof. �r� t•.,-w',� aXat/M /Y u&,d171.11 8PLO" btk CEATVcArr Np L Ow S 4Y'�9^od. S Kr`e tai-y of THE 4TNA CJSU Coe~k:ut DO H f t E 8 Y CE A T1FY d+ t tl►o f or d ILLTY AND 3 UR ETY C01►lrllNY,•asoct oorporatlo/10l the h++W b~r�,d;and fu/V►orr ws.that%h@ S f o'r*Q R and attachlsd Power of Ilttorney and C"nuts of Authority renuJna In lup lo+u and in torso, 9 osdudoni of the Board of Director .&a W IOM in�e G�Rut•of Authority.full( le now s+4�d a/►d S"LW act HO nw OMcs 61 th•Company.In the City of�rtfvrd,SVte AUGUST . 1989 and g3r day of By 3-71 ` sscrstary v MUNTtO W U.S.A. . : LETTER OF TRANSMITTAL 40� SC4( p r C � � V PLANNING DEPARTMENT = c� TOWN OF SOUTH WINDSOR SOR•CO�� 1540 SULLIVAN AVE. SOUTH WINDSOR, CT 06074 Date 3 • (203) 644-2511 TO: J e f WE ARE SENDING YOU: - C1 P&Z in plans C1 Drainage comps _. [� P&Z final plans �- Bond estimate requ sts C] Inland Wetlands plans � Bond reduction requests C� Final plans for filing 0 Change order form - C� Correspondence p Other Copi s App. No. Project L A THESE ARE TRANSMITTED as checked below: *EJ7-For review and comment S6+ bvVk Q For your file Returned with revisions p For your use � p As requested M Other PLEASE- RETURN/COMMENT BY: COMMENTS: Copy to: From: a ' J AIA CQ,.o`.JWNr 70 • V=I=.- Nutmeg Commerical Centre FRG • Owne.aoorelet S.Sat el it t e Rd & Nutmeg Rd. S. 'RCS= No�' South Windsor, CT • DATA 8/6/89 Town of South Windsor a a ciaua aye not as norm• pies 1540 Sullivan Avenue ilnonR ns i/elerleo%st131►. . South Windsor, CT 06074 a dwodcad belew•Akasc " • - _ ( ! �ocno.rieogc retemt a erlcsosuees. AT:N: . L Marcia Banach ,! ( ) awn" eldamm to U& WE TRANSMtr-. ( � amelmicn ( 1 under wo:mte corer via - (' ) in aaermnce with 76ur fl=C9t FOR 1rCJR: . dwibuuon to Rsrties t ) ielior::atial . ( ) fw#W• i wnment use ( I rr UVE F 0`r,.,^1Mf NQ Sham O=win Prints . . ( I ( ) Shoo D=ww% P-M. uaolai ( ) trooua iiue::tu:e . • - ( ) Cbam Omar ( ) ' (I I I . 6 I co ies 1 I Plan 'for Gerber drainage pi*e 1 1 Lw I I 1 I I I I1G:OW �w��w nw a■Inw11Ma _ O.Iw Sgg�r iw...gNM as M as W w. Ct ` Ns also I�fffi L Sw REAIwoQ bIw C.Iw cowl s f�•d"aiiv �, . Please distribute accordingly and return (3) copies signed �A - by Town for use by Contractor during construction. ' • COPIS M: 1wid,sKica"w G & R Realty •, • II • c/o glum Shapiro &,Co. ,P.C: Q • P.O. Box 900 .• Q Farmington, CT 06032 Q Victor L. RisCassi M� INN t1rNMf tiff • I�q.��N11A1 I�Illt • �I f�.•11IIM11111► M4 1 1111 ♦�q•-« ••, f�•.1111-•f•• M/.IIf/// to. let.SfAMA/ff1w/lfo#4�1•�, K t•�111!�:/•�`! 11 war. ."�• . �•� AIA j;G.0.",1AJENr =70 >rWJ=: Nutmeg Commerical Centre ARMITE= ' rtGiEr" NO: 01"M.2dd"M So. Satelitte & Nutmeg Rd. S. South Windsor, CT DATA 8/6/89 TC: it ackmm am not a noted. pima Town of South Windsor bbilt as i �sdlr• • 1540 Sullfvan �Avenue A beiow lieaz= - South Windsor, CT 06074 • _ t ! Aocnowiedge•rMill t of enoosura. . L Attn: Maicia Banach ) Retultt UL WE TRANqMUT: ' ( � i m e w+m ( 1 under saturate Over via (' I in &= cal z vim Yduf fwucst FOR YCJR: . disa=M= to pan= t 1 &:ionraiia�n • ( ) rwvm. i went ( MO. � • - t , Tk£ FC&- 1NINC, ( ) p:,M MF I Shoo Oravrin; Prima ( I Sarncies I ) ( ) Shoo Oawmg Rmw amaabia ( ) rr=m Umanim . Mann- 0UM I ..o»I • .s oA11 Inv.r4o.1 ' ion & Sediment Control I - I co I I Bond $10,000. Eros I I I Application 88 92P l ( copy I I Quantity take'off for roadway 1 I I Re: Nutmeg Subdivision. I I AC:ON wea.w.w■�or�w w� ... - a hw I.�.e MM iw....■R a<....4 0 w••lm EE/�/► = t� L No ac r w•rrld - L Sw ti.... • C.t r sly . am twlw•dw MGM ZDAA Note: The above was hand delivered`August 3,1989 at preconstruction meeting • COPIES TO: ("'ab Mkwuaw D G & R Realty • _ c/o Blum. Shapiro & •Co. ,P.C. LT P.0. Box 900 Q Farmington, CT 06032 . II &Y: Victor L.RisCassi ' • •w•M�CAI �� Ili • aRa ar 143"w k • 4640 cow PA42 AGM all"loeM1 Giw11 . �•. f�•.� .. M1.6N... 19. IM...hot%% @ IUMA lo.,w1•:f+ •t W it Mugu. /UA L C C.."JAtf NT =70 ,r` 0l Z MINNOW Nutmeg Commerical Centre ARGIITE= rRCtEr' NO:Onmr.J= �^ S.Satelitte Rd & Nutmeg Rd. S. South Windsor, CT DAM $/6/89 Town of South Windsor &jCW M age not a notes. R E Pig 1540 Sullivan Avenue E I V E ns u++e*eoss�►- South Windsor, CT 06074 a dmdced �,emu„ Marcia Banach - AUG 7 1989 { ;mom, of endosun�s. . L S4.1�1#t AR PLANNING DEPL, ) Ima" wamum to uL 11YE TRANSIM[T-. _ (x hm'ew'cn ( ) under sc=mte =%-er via (1 ) in a= nce with your mcuat FOR YCJR: ( ) approm ( ) destriaunon to pseva (x mw w i sett I �m • use ( ) TN M".'o4WINQ . ( D=Wrmo .( ) Shoo Otawff+; Puna I ) Sat:loies ( ) Soeoriaaons ( ) Shoo Orawfn; Remomssoaies ( ) PtQaua l,iteeitt;ee . • ( ) chame Oros 0^71 In,.M2.1F I 2 I Icopies i IWarranty Deed for Road I i • � 1 2 I copies Easement for T6wn Drainage Rights I I I I I ON w�Iw1.wna$s�w www faw■wl$�a _ 0.fw sw� and iw•lolwt s wa�o o�r�swMr ELT =01 L Me aeown oww" L Sw am"=bmew ZfMA Please review for Town standards before we sign and Pypnutp _ 3 • COPIS TO: 1wich sockm red G & R Realty • Q c/o Blum ,Shapiro & .CO. ,P.C. P.O. Box 900 Q Farmington, CT- ' 06032 13 are.Victor L. RisCassi • A" $late tIM/Ni Gion •%%a/fAf 1$1 Ilt • •M, I•:Y lMK f•ALU •f!1 ♦�•/r•• w•. 1�•.1111'•f .w •If1111 f•. 1«.a����A1/Mw11$���1•:f' fit!! {1�vIM�:Ir! 11 �ww STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Department o Transportation Commissioner of Public Safety p d p Drawer A Commissioner of Motor Vehicles aw�0'111� 24 Wolcott Hll Roa • P.O.Wethersfield, Connecticut 06109 Phone : 566-5228 August 18, 1989 D G & R Realty 61 South Main Street AUG 21 1989 West Hartford, CT. 06107 South Wind ommissioo Dear Sir: P lanni11g & Zan,�g Subject: Nutmeg Commercial Center South Satellite Road Town. of South Windsor Certificate No. 958 and Traffic Investigation Report No. 132-8905-01 detailing conditions of the Certificate are enclosed. An encroachment permit must be obtained from the Bureau of Highways'- District No. 1 office at 1107 Cromwell Avenue, Rocky Hill, CT. 060679 prior to performing any work within the state highway right-of-way. Very truly yours, William W Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D'Auria V.I.C. Builders South Windsor Planning & Zoning Commission An Equal Opportunity Employer STATE OF CONNECTICUT MEMBERS Commissioner of Transportation TRAFFIC COMMISSION Commissioner of Public Safety Department of Transportation Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 ISSUED August 15, 1989 CERTIFICATE NO'. 958 ISSUED TO G & R Realty 61 South Main Street West Hartford, CT. 06107 FOR Nutmeg Commercial Center South Satellite Road Town of South Windsor pursuant to Section 14-311 of the General Statutes of Connecticut, as revised and the Regulations of the State Traffic Commission The applicant is hereby ordered to comply with the conditions and requirements as set forth in the attached report and plan;. Failure to comply with all conditions and the requirements will constitute sufficient basis for revocation of the Certificate. NO PERSON SHALL OPERATE THE DEVELOPMENT OR ANY PORTION THEREOF UNTIL SUCH TIME AS THE APPLICANT HAS COMPLIED WITH THE ABOVE UNLESS PERMISSION HAS BEEN REQUESTED AND RECEIVED FROM THE STATE TRAFFIC COMMISSION TO OPERATE PRIOR TO COMPLETION OF THE CONDITIONS AND REQUIREMENTS. THIS CERTIFICATE SHALL EXPIRE ONE (1) YEAR FROM THE DATE ISSUED UNLESS ALL CONDITIONS AND REQUIREMENTS ARE COMPLIED WITH WITHIN THAT PERIOD OR PERMISSION IS REQUESTED AND OBTAINED FROM THE STATE TRAFFIC COMMISSION TO EXTEND THE EXPIRATION DATE: Upon due notice from this Commission, 'this Certificate may be reviewed and modified or revoked in the interest of public safety. J.WILLIAM BURNS CHAIRMAN William W. Stoeckert Executive Director TFiA-10 AEv 111e7 Patrick J. Bush STAnOF :ONNEcT=T S.T.C.No. 132-8905-01 Report By Patr DEPARTMENT O'TRANSPORTATION TRAFFIC INVESTIGATION Loc.No. Date 8/89 AUG I 1196 REPORT TO THE Date to S.T.C. Checked By Qa rha ra B. Ri Cozzi STATE TRAFFIC COMMISSION Date ��S9 TOWN Windsor Received By S.T.C. LOCATION Nutmeg Co mmercial al Date A116 11 �9 Center Approved By S.T.C. REQUFSTED BY Date -S.M.No. G & R Real tY — vious S.T.C. Report HOW REQUEST�D A 1 i ca See Pre f r Certificate ` 1989 Executive secretary DATE Maw No. Recommendations In accord ance with Section 14-311 of the Connecticut eneral Statute ,s as revised, it is recommended that the State Traffic Center, Commission issue a certificate to G & R Realty fothe notNimperil the safety of the stating that the operation, thereof, will public. This recommendat ion is referenced to the developer's plans entitled: _ Plan / Profile, NutmegCommercial Center", sheets 15 and 17 - of 235 dated August 1988 by Fuss & O'Neill In.and revised July 312 1989 by the Department of Transportation. "Roadway Signing & Pavement Marking Plan, Nutmeg Commercial Ce nter" dated May 239 1989 by F.A. Hesketh & Associates. Thi s recommendation is based upon the following conditons: I 1. That Centre Circle and it's intersections with South Satellite I Road be constructed as shown on the above referenced plans. install the "Stop" signs, stop 2. That the developer initially I Right" signs on Centre Circle at its intersections bar and Keep . wi th South Satellite Road, as shown on the above road the plans. Upon acceptance of Centre Circle the signs and pavement Town of South Windsor shall maintain markings. BY OFFICE OF TRAFFIC E GINEERI.IG BUREAU OF HIG f Town of South Windsor Nutmeg Commercial Center STC No. 132-8905-01 Page 2 3. That the developer provide a clear sight line of 500 feet or more in each direction from the Centre Circle drives onto South Satellite Road. The sight line is to be measured from a point 20 feet back from the projected edge of South Satellite Road. Upon acceptance of Centre Circle as a Town road the Town of South Windsor shall maintain the sight line. 4. That the developer widen U.S. Route 5, to extend the southbound exclusive left-turn lane and the northbound exclusive right-turn lane, as shown on the above referenced plan., 5. That the developer install and or relocate the signs and pavement markings required by the extension of the exclusive right and left-turn lanes on U.S. Route 5, as shown on the above referenced plans. Upon installation, 'to the satisfaction of the Department of Transportation, the State will maintain the signs and pavement markings on U.S. Route 5. 6. That the application forms for a highway encroachment permit be filed with the Department of Transportation's District I Office in Rocky Hill within 60 days of the issuance of a certificate. 7. That all work within the State's right-of-way be subject to review and approval of the Department of Transportation prior to the issuance of an encroachment permit by the Department's District I Office. 8. That all drainage requirements be subject to review and approval of the Department of Transportation prior to the issuance of an encroachment permit by the Department's District I Office. 9. That all work on roadways that are owned and maintained by the Town of South Windsor be performed in accordance to the standards of the Town of South Windsor. 10. That all signs and pavement markings conform to the standards contained in the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways". r 11. That the State Traffic Commission reserves the right to require additional improvements or changes, as deemed necessary due to the devel-opment's traffic in the future. The cost of any additional improvements or changes shall be borne by the owner of the development. Sergeant Thomas Hart was informed of'the above conditions on August 4, 1989 and speaking on behalf of Chief Gary Tyler, Legal Traffic Authority for the Town of South Windsor, he concurred. Mr. Fred Hesketh, the developer's authorized representative, was informed of the above conditions on August 4, 1989 and he concurred with all condit,"ons except No. 11. The Nutmeg Commercial Center has Town of South Windsor Planning and Zoning aooroval . r REPORT OF FINDINGS NUTMEG COMMERCIAL CENTER TOWN OF SOUTH WINDSOR Site Description: The proposed Nutmeg Commercial Center will be located south of South Satellite Road and east of Nutmeg Road in the Town of South Windsor (see attached site location map). The site is located approximately 1/4 mile east of U.S. Route 5. The development is a 17 lot subdivision and when complete it is expected to have a total of 500,000 square feet of primarily light industrial space. It is anticipated that the development will have approximately 1000 parking spaces. Access to the development will be via a circle drive which will eventually become a Town owned roadway. Three of the lots also have drives onto Nutmeg Road. The development has subdivision- approval from the Town of South Windsor Planning and Zoning. Site plan approval for lots 5-17 is pending. Site Environs: South Satellite Road: This is a 40-50 foot wide bidirectional Town owned roadway. The posted speed limit in the vicinity of the development is 25 mph. South Satellite begins at U.S. Route 5 approximately 1/4 mile west of the development and terminates approximately 500 feet east of the development. U.S. Route 5: In the vicinity of the development U.S Route 5 is a four-lane divided highway with a posted speed limit of 50 mph. The 1987 ADT on U.S. Route 5 in this area is 19,700. U.S. Route 5, at it's intersection with South Satellite Road, has two thru lanes northbound and southbound, an exclusive left-turn lane southbound and exclusive right-turn lane northbound. The intersection is controlled by a semi-actuated traffic control signal . The signal currently operates in the U.S. Route 5: computerized signal system. Site Generated Traffic: The Nutmeg Commercial Center will generate approximately 2391 vehicles per day. The peak hour generated traffic is expected ito be 361 vehicles (318 enter, 43 exit) in the a.m. and 359 vehicles (43 enter, 316 exit) in the p.m. It- is expected that 65 percent of the generated traffic will access the site via U.S. Route 5 (36 percent from the south and 29 percent from the north). The remaining 35 percent will access the site via Nutmeg Road, 15 percent from the north (Governors Highway) and 20 percent from the south (Pleasant Valley Road). The generated traffic volumes and the directional distributions have been reviewed and approved by the Bureau of Planning. E Report of Findings Nutmeg Commercial Center Town of South Windsor Page 2 Accident Experience: The latest three year accident experience for U.S. Route 5 in the vicinity of the development was reviewed and no accident pattern or trend was discovered. Proposed Projects by the Department of Transportation: None at this time. Developers Recommended Improvements: 1. To construct Centre Circle and it's intersections with South Satellite Road, as shown on the referenced plans. 2. To install a "Stop" sign, stop bar and "Keep Right"- sign on Centre Circle at it's intersections with South Satellite- Road. 3. To provide a clear sight line of' 500 feet or more in each . .. ;:: �,• 'A rection from Centre Circle onto South Satellite Road. , - The sight line is to be measured from a point 20 feet back .: from the projected edge. of South Satellite Road. 4. To widen U.S. Route 5 to extend the southbound exclusive left-turn lane and the northbound exclusive right-turn lane, as shown on the referenced plans. 5. To revise the signs and pavement markings on U.S. Route 5 as required by the extension of the southbound left and northbound right-turn lanes. Office of Traffic Engineering Recommended Improvements: The Office of Traffic Engineering agrees with items No. 1 thru No. 5 listed above and has the following additional recommendations: 1. That all work within the State's right-of-way be subject to review and approval by the Department of Transportation prior to the issuance of an encroachment permit by the Department's District I Office. 2. That all drainage requirements be subject to review and approval by the Department of Transportation prior to the issuance of an encroachment permit by the Department's District I Office. 3. That all work on roadways owned and maintained by the Town of South Windsor be performed in accordance with the standads of the Town of South Windsor. R Report of Findings Nutmeg commercial Center Town of South Windsor Page 3 4. That the completed application forms for a highway encroachment permit be filed with the Department of Transportation's District I Office within 60 days of the issuance of a certificate. 5. That all signs and pavement markings conform to the standards contained in the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways". 6. That the State Traffic Commission reserves the right to require additional improvements or changes, as deemed necessary due to the developments traffic in the future. The cost of any additional improvements or changes shall: be borne by the owner of the development. The Office of Traffic Engineering, the Legal Traffic Authority and the developer's authorized representative are in concurrence with the above conditions except the developer's representative did not concur with the Office of Traffic Engineering's recommendation No. 6. 4ow N aE4 C � • w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 '�'OSOR,Cpti AREA CODE 203/644-2511 August 18, 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: Nutmeg Commercial Center - Bond Estimate Attached is a copy of the bond estimate for Nutmeg Commercial Center. We recommend that the bond be set at $1,100,000. JCl/jsv attachment r Tj 0 �s ?40&U&0t C � G� 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 l�ISpR.Cp AREA CODE 203 644-2511 18 September 1989 Atty. William E. Grace 479 Buckland Road South Windsor, CT 06074 Dear Atty. Grace: re: Appl. #88-92P, Nutmeg Commercial Resubdivision Nutmeg & South Satellite Roads Please be advised that the Planning and Zoning Commission voted on September 12, 1989 to establish a bond in the amount of $1,100,000 for subdivision improvements at the above-referenced resubdivision. A bond or letter of credit in this amount must be posted prior to filing of the mylars in the Town Clerk's office. Your prompt attention to this matter will be greatly appreciated. Very truly yours, )�LANNING AND ZONING COMMISSION /Ra and F. Hallowell, Jr. r Chairman :rt cc: X. Gantick, Director of Public Works 1"M. Banach, Director of Planning PZC File i p7l� CASEY & GRACE ' '»ter ATTORNEYS AT LAW 479 BUCKLANO ROAD OCT 1989 SOUTH WINOSOR,CONNECTICUT 06074 [203)644-1528 Planning oUth Windsor 8 & ZOn1ng Commission JOHN M.CASEY TELECOPIER(203)B44-1520 WILLIAM E.GRACE October 26, 1989 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Planning and Zoning Commission RE: Appl. #88-92P Nutmeg Commercial Resubdivision-Nutmeg & South Satellite Roads Dear Commissioners: On behalf of the Owner/Applicant we hereby request a 90 day extension in which to file the plans with regard to the above-captioned application. Very truly ur William E. Grace WEG/ls CC: V. Riscassi O OV) C V s . Tio�� o-P S-C� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 203 644-2511 OR.Co ' -November 16, 1989 G & R Realty 61 South Main Street Suite 211 West Hartford, CT 06107 Dear Madam/Sir: Re: Application #88-92P - Nutmeg Resubdivision This is a reminder that the permit with the Inland Wetlands Agency/Conservation Commission, Application #88-92P will expire on January 23, 1989 . If you plan to extend your project beyond the above expiration date, the Agency requires a letter requesting extension together with a fee of $25. 00. This should be submitted 30 days prior to the expiration of the permit. In the event that you are requesting an extension, Section 4.13.6 of the Zoning Regulations (a copy enclosed) , establishes the criteria for a conservation plan and a method of monitoring its effectiveness . 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 IWA/CC, 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. This verification report must be submitted 30 days prior to 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 have an engineer send a letter stating work is completed according to the approved plan. If you have any questions, please contact Phyllis Mann or John McCahill, Zoning/Wetlands Enforcement Officer. (644-2511 Ext. 253) V truly y urs, es Lombardi, Chairma Inland Wetlands Agency Conservation Commission JAL/pmm Enclosure CASEY & GRACE NOV `30 1989 ATTORNEYS AT LAW 472 BUCKL.ANO ROAD South Windsor SOUTH WINOSOR,CONNECTICUT 06074 INLAND WETLANDS AGENCY/ [203)644-1526 CONSERVATION C0MMISSI M JOHN M.CASEY TELECOPIER[203)644-1520 WILLIAM E.GRACE November 29, 1989 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 INLAND WETLANDS AGENCY/CONSERVATION COMMISSION RE: NUTMEG RESUBDIVISION Application No. 88-92P Dear Commissioners: On behalf of the Owner/Applicant, we hereby request a one year extension to the above-captioned application. Mr. Chris Stone of the engineering firm of Fuss & O'Neill has been advised to provide the Agency with a letter regarding the status of the project and assurance of compliance with the sedimentation and erosion control measures. Enclosed is a check in the amount of $25.00 for the extension fee. Very truli4oc- William WaG E. Grace WEG/att ' enclosure cc: V.Riscassi USau� ?d&U&1at GO U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SoR-CO � AREA CODE 203/644-2511 December 4, 1989 Mr. Victor RisCassi V. I .C. Builders 2 Wetehrsfield Avenue Hartford; CT 06114 Dear Mr. RisCassi: RE: Subdivision bonding Per Section 8-26c of the Connecticut State Statutes, all work within a subdivision is required to be completed within five years of the time the plan is approved. The subdivsion bond (or some portion thereof) is held until such time that the subdivision is completed and accepted by the town. If you have any further questions, feel free to contact our office. Very Truly Yours, 129z4aa- 6� ) Marcia A. Banach Director of Planning jf,<� 01 �. y ~ 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 SOR•co AREA CODE 203/644-2511 4 IT�-o r�- December 14, 989 G & R Rea 1 ty I V • - 1l 61 South Main Street Suite 211 West Hartford, CT 06107 Dear Madam/Sir: Re: Application 88-92P - Nutmeg Resubdivision At the December 11, 1989 meeting, the South Windsor Inland Wetlands AgencyrConservation Commission approved a one year extension of Application #88-92P with all original conditions. Application #88-92P becomes effective January 23, 1990 and expires on January 23, 1991. Very truly yours, . ,names A. Lombardi, Chairman Inland Wetlands Agency/ Conservation Commission JAL-pmm cc:John E. McCaoill, Zoning/Wetlands Enforcement Officer Marcia A. Banach, Director of Planning John R. Collins, Chief Building Official Planning & Zoning Commission Jerry Iazzetta, Town Engineer Enclosure ■7 O FVSS&CYNSLL consulting engineers January 3, 1990 Mr. James Lombardi Chairman - Inland Wetlands Agency/Conservation Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Lombardi: I am writing in response to your letter of November 16, 1989 regarding application #88-92, Nutmeg resubdivision. The purpose of this letter is to request an extension of the wetlands permit on this project which expires on January 23, 1990. As you know, all requests for extensions of permits require a letter from the engineer detailing the compliance of the project with the Town' s sedimentation and erosion control regulations. In the case of this resubdivision, this evaluation is not necessary as no work has been conducted on the site which would require any erosion or sediment control measures. The site covered by this application has remained completely untouched since its approval. It is expected that construction will begin during the next regular construction season. As agent- for the application, I hereby request an extension of the permit for application #88-92P. If you require any further information please do not hesitate to contact me. Yours truly, Chris opher 0. Stone, P.E. /jjl cc: Bill Grace Vic Riscassi 87-131 Corresp. 0103a90cos1 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•HYDROGEOLOGY Bulmidersincorporated n 2 WETHERSFIELD AVE. HARTFORD,CONN 06114 (2W)52"1" JAM 7 t� SOvth W; dSor Planning & Zoning Cnmmissio n January 18, 1990 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Attention: Ms. Michelle Li pe Re: App#88-92P Nutmeg Re-subdivision- Nutmeg Rd & South Satellite Dear Ms. Lipe, In confirmation of our telephone conversation on 1/17/90 G & R Realty is finalizing all the necessary documents to submit mylars. Easements and warranty deeds have been executed and are ready for filing. Final review of the plans has been completed by your Engineering and Planning departments and all revisions noted. We have submitted your bond requirements and related breakdown to our Surety company, Aetna, and are awaiting receipt of the subdivision bond. We trust we have satisfied all preliminary documentation so the physical filing of the myl ars can be completed by the end of the month. We request your guidance if there should be any other items that need to be fulfilled before then. Very rul y our , Vic r L. sCassi VLf/m < Jim 4( U T-aa� 07 4 �v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 August 2, 1990 - Mr. Victor L. RisCassi Utility Development Corporation 349 Park Avenue East Hartford, CT 06108 Dear Mr. RisCassi: RE: Nutmeg Lot #3 - $2,000 IWA/CC Bond Nutmeg Commercial Center - $10,000 Drainage Pipe Bond Please be advised that the above referenced IWA/CC bond was released on 7/24/90 and the above referenced Drainage Pipe bond was released on 7/31/90 by the Planning and Zoning Commission. Please make arrangements with the Planning Department at 644-2511 to pick up the bonds. Very Truly Yours, Planning & Zoning Commission Louise C. Evans Chairman cc: PZC file ,/Marcia A. Banach, Director of Planning D 0 DEC 14 1990 FVSS8taNEILL South Windsor consulting engineers INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION December 11, 1990 Mr. James Lombardi Chairman - Inland Wetlands Agency/Conservation Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Lombardi: I am writing regarding application #88-92, Nutmeg resubdivision to request an extension for the wetlands permit on this project which expires on January 23, 1991 . As you know, all requests for extensions of permit require a letter from the engineer detailing the compliance of the project with the Town' s sedimentation and erosion control regulations. In the case of this resubdivision, this evaluation is not necessary as no work has been conducted on the site which would required any erosion or sediment control measures. , The site covered by this application has remained completely untouched since its approval. It is expected that construction could begin during the next regular construction season. As agent for the application, I hereby request an extension of the permit for application #88-92P. If you require any further information, please do not hesitate to contact me. Very �ruly yours, Christopher O. Stone, P.E. COS/dms cc: Bill Grace Vic Riscassi 87-131/Corresp. 1207A9000S2 146 HARTFORD RD. / MANCHESTER, CT 06040 /TEL: (203) 646-2469, FAX: (203) 643-6313 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•HYDROGEOLOGY RECYCLED PAPER � WILLIAM E. GRACE 4R ATTORNEY AT LAW FEB 27 1991 1740 ELLINGTON ROAD SOUTH WINDSOR,CONNECTICUT 06074 South Windsor (203)044-8857 INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION FAX(203)644-7918 February 27, 1991 Inland Wetlands Agency/Conservation Commission Town of South Windsor 1540 Sullivan Avenue South Windsor CT 06074 RE: G & R Realty #88-92 Dear Commission Members: With respect to the above-referenced Application No. , enclosed please find the following in triplicate: 1. Inland Wetlands Application. 2. Check in the amount of $100.00 for filing fee. 3. Inland Wetland Activity Reporting Form. 4. Letter from Engineer, Christoper Stone of Fuss & O'Neill, Inc. 5. List of Abutting Property Owners. 6. Copy of sample letter sent to abutting property owners. If you have any questions with respect to the above, please contact me. Very truly yours woo WWWI— Akoalco William E. Grace WEG:mgs Enclosures STATE OF CONNECTICUT MEMBERS Commissioner of Transportation/ TRAFFIC COMMISSION .� Commissioner of Public Safety Department of Transportatloii Commissioner of Motor Vehicles rAAMSfyt/r 24 Wolcott Hill Road - P.O. Drawer A Wethersfield, Connecticut 06109-0801 Phone: 566-5228 February 28, 1991 G & R Realty 60 South Main Street East Hartford CT 06107 Dear Sir: Subject: Nutmeg Commercial Center South Satellite Road Town of South Windsor Certificate No. 958 was issued for Nutmeg Commercial Center in the Town of South Windsor on August 15, 1989. As stated therein, the Certificate shall expire in one year unless all conditions have been completed or unless permission to extend the Certificate has been obtained from the Commission. It is our understanding that an encroachment permit to construct the required roadway improvement has been issued. Please provide this office with your current schedule for completion of the development and completion of -the related -iinprovements.- Also include a request for an extension if necessary. Very truly yours , William W. Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D'Auria V.I.C. Builders An Equal Opportunth Employer Printed on ru«led ur rec 01 ered paper � Jim M at,t C � Gd 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ~�SOR•r_O AREA CODE 203/644-2511 March 13, 1991 Attorney William E. Grace 1740 Ellington Road South Windsor, CT 06074 Dear Attorney Grace: Re: Application #88-92P, Nutmeg Commercial Centre At the March 11, 1991 meeting, the Inland Wetlands Agency/Conservation Commission approved with original and standard conditions Application #88-92P - IWA/CC permit for the construction of an industrial subdivision on property located southerly of South Satellite Road and easterly of Nutmeg Road, I zone as shown on plans prepared by Fuss & O'Neill, Inc. , Project #87-131A dated May 1987, revised May 13, 1987 . 1 . Two blueprint copies of the entire set of 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 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 expire on March 20, 1992. 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 March 20, . 1989 . a Attorney William Grace Page Two March 13, 1991 Application #88-92P Very truly yours, El' abeth A. Warren, Chairman Inland Wetlands Agency/ Conservation Commission EAW/pmm cc: Jerry C. Iazzetta, Town Engineer Marcia A.Banach, Director of Planning Planning & zoning Commission STATE OF CONNECTICUT MEMBERS Commissioner of Transportation TRAFFIC COMMISSION Commissioner of Public Safety Department of Transportation Commissioner of Motor Vehicles is 24 Wolcott Hill Road-P.O. Drawer A Wethersfield,Connecticut 06 1 09-080 1 Phone: 566-5228 = April 30, 1991 Mr. Victor L. RisCassi , Managing Partner G & R Realty 61 South Main Street - Suite 211 West Hartford CT 06107 Dear Mr. RisCassi : Subject: Nutmeg Commercial Center Town of South Windsor The State Traffic Commission at their meeting of April 16, 1991 granted a one-year time extension for Certificate No. 958. Please keep this office informed of the progress of completing the conditions and requirements of the Certificate. Your cooperation will be appreciated. Very truly yours, ALI& Pz C/J2;� William W. Stoeckert Executive Director cc: Chief Gary K. Tyler F. A. Hesketh & Associates V. I. C. Builders , Inc. An Equal Opportunity Employer Primed on recycled or recovered paper 40dM it, C r T-a 0-119Sau� ?40&U&01t 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 R,co AREA CODE 203/644-2511 January 10, 1992 Victor Riscassi VIC Builders, Inc. 2 Wethersfield Avenue Hartford, CT 06114 Dear Mr. Riscassi: Re: Application #88-92P, Nutmeg Resubdivision This is a reminder that the permit with the Inland Wetlands Agency/Conservation Commission, Application #88-92P will expire on March 20, 1992. If you plan to extend your project beyond the above expiration date, the Agency requires a letter requesting an extension with a fee of $25. 00 . Letters requesting extensions shall; 1)include a reference to the documentation and record of the original applications, 2) state the reasons why the authorized activities were not initiated or completed within the time specified in the permit, and 3) describe any changes in facts or circumstances involved with or affecting wetlands or watercourses or the property for which the permit was received. This shall be submitted 65 days prior to the expiration of the permit. In the event that you are requesting an extension, Section 4.13.6 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. A copy of the regulation is enclosed. This verification report shall also be submitted 65 days prior to 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 have an engineer 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 . (As ruly yours, `AI 1. ��✓ M. Mann Recording Secretary, IWA/CC r G & R Realty C/O Victor L.RisCassi 2 Wethersfield Avenue Hartford, CT 06114 January 13 , 1992 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Attention:Inland Wetlands Agency Conservation Commissioner Re:Renewal Application 88-92P Nutmeg Rd. Resubdivision Dear Commissioner: Pursuant to your January 10 , 1992 notice we herby request an extension of our Inland Wetlands/Conservation permit #88-92P which will expire on March 20 , 1992. G & R Realty feels that it would not be prudent to proceed with its planned improvements until there is a noted return in the market. We are hopeful this will occur later in 1992 and we will keep you advised of any progress. We are enclosing a letter from our Engineer verifying our compliance to the conservation plan. Please accept this request and filing fee for the extension of permit #88-92P. Should additional information be required please contact me directly at (203) 278-4158 . Very ruly you s , Vi or L.R' sCassi Partner G&R Realty `VLR/m enc: D Jira%) J:J1yTEk, FUSSUMBLL JA N 1992 consulting engineers South Windsor INLAND WETLANDS ACENCyy January 15, 1992 CONSERVATION COMMISSWR Mr. James Lombardi Chairman - Inland Wetlands Agency/Conservation Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Lombardi: I am writing regarding application #88-92P, Nutmeg resubdivision to request an extension for the wetlands permit on this project which expires on March 20, 1992. As you know, all requests for extensions of permit require a letter from the engineer detailing the compliance of the project with the Town's sedimentation and erosion control regulations. In the case of this resubdivision, this evaluation is not necessary as no work has been conducted on the site which would require any erosion or sediment control measures. The site covered by this application has remained completely untouched since its approval . It is expected that construction could begin during the next regular construction season. As agent for the application, I hereby request an extension of the permit for application #88-92P. If you require any further information, please do not hesitate to contact me. Very truly yours, Christopher 0. Stone, P.E. Project Manager /js cc: Bill Grace Vic Riscassi COS0115A92\87131 corres. 146 HARTFO R D R D./MANCH ESTE R, CT 06040-5921 /TE L: (203) 646-2469, FAX: (203) 643-6313 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•HYDROGEOLOGY RECYCLED PAPER • �tpM M jt,` Tel Tvwn �� `�• G � 4 �(d 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 f�osoR•co� AREA CODE 203/644-2511 January 17, 1992 Victor Riscassi VIC Builders, Inc. 2 Wethersfield Avenue Hartford, CT 06114 Dear Mr. Riscassi: Re: Application #8&W, Nutmeg RoubdOW= The South Windsor Inland Wetlands Agency/Conservation Commission will review your request for a permit extension at the next meeting scheduled January 27, 1992. Your presence is not required (however, you are welcome to attend if you so desire) . You will be notified in writing of their decision. If you should have any questions, please do not hesitate to contact me at 644-2511, Ext. 253 . LVery �:truly yours, it Phylls M. Mann Secretary Inland Wetlands Agency/ Conservation Commission pow N at,q� o � u 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 !'►'pROR,CO AREA CODE 203/644-2511 February 4, 1992 Victor Riscassi VIC Builders, Inc. 2 Wethersfield Avenue Hartford, CT 06114 Dear Mr. Riscassi: Re: Application #88-92P, Nutmeg Resubdivision At the January 27, 1992 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a three year extension of Application #88-92P with all original and standard conditions. Application #88-92P expires on March 20, 1995. Very truly yours, Of Eliza th A. Warren, Chairman Inland Wetlands Agency/ Conservation Commission EAW/pmm cc: Director of Planning Planning & Zoning Commission Town Engineer STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissi ner of Transportation Department of Transportation Commissioner of Public safety Commissioner of Mot r Vehicles 24 Wolcott Hill Road - P. O. Box A Wethersfield, Connecticut 06129-0801 Phone:203)566-5228 September 71 1993 Mr. Victor L. RisCassi Managing Partner G & R Realty 2 Wethersfield Avenue Hartford, CT 06114 Dear Mr. RisCassi: Subject: Town of South Windsor Nutmeg Commercial Center The State Traffic Commission at its meeting of August 17, 1993 approved reinstatement of Certificate No. 958. Please keep this office informed of the progress of completing the conditions and requirements of the Certificate. Your cooperation will be appreciated. Very truly yours, a /4KVX4 Richard Howard, P.E. Executive Director cc: Chief Gary R. Tyler Mr. John Collins An Equal Opporlunily Employer Proared ow recycled or recovered Paper G & R Realty RECEIVE [3 C/O A.Greenberg FEB 3 1994 61 South Main Street Suite 212 'ZJj WINDSOR P64NNINO 8EPI! West Hartford, CT 06107 February 1,1994 Tow-n of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Attention: Ms.Marcia A. Banach Director of Planning Dear Commissioners: Our insurance agent has advised us that there is still a $5,000. bond outstanding under application no. 1265. To our knowledge all requirements for the original five lot subdivision have been completed some time ago. We therefore request the Commissioners' approval to release said bond. Please respond to Mr. Victor L.BisCassi at 2 Wethersfield Avenue, Hartford, CT 06114, telephone 4203)278-4158. Very 7 yo Vi r L.IS' Cassi Managing Partner x1, y�•�w� f' . M a1' 3 � �� wN sf,<� a Ta aP s ?d&u&o-t 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 w AREA CODE 203 644-2511 March 10, 1994 Victor L. RisCassi, Managing Partner G & R Realty c/o A. Greenberg 61 South Main Street, Suite 212 West Hartford, CT 06107 Dear Mr. RisCassi: re: Appl. #88-92P, Nutmeg Commercial Center This is to advise you that the Planning and Zoning Commission voted on March 8, 1994 to release the above-referenced bond. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, Ext. 253 . Thank you. Very truly yours, PLANNING & ZONING COMMISSION Thomas A. Murrin Chairman TAM/pmm cc: Director of Planning Town Engineer I THE AMA CASUALTY AND SURETY COMPANY One Civic Gnu Plaza Mnrdard. Connead at 06103 uFE&CASuALrr SUBDIVISION B014D KNOW ALL HEN BY THESE PRESVITS THAT WE, TITTT.TTY DEVELOPMENT CORPORATION hereinafter called Principal, as PRINCIPAL XID THE ETNA CASUALTY AM SURETY COMPANY of the City of Hartford of the County of Hartford in the State of Connecticut as SURETY are held and firmly bound unto---- The Town of South Windsor, Ct. in the sum of Five Thousand ,Aug xx/100 ---------------------------------- ($ 59000.00 L S. L*u be paid to the Said Town of South Windsor, Ct. its successors and assigns, for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, firmly by these presents. WHEREAS, the Principal has submitted to the Planning and Zoning Commission of the Town of South Windsor, Ct. for its approval, an Application #1251 - Nutmeg Commercial Center _ Prnj prt. No. 87-1 1 A Drawings 1-11 of 11 , prepared by Fuss &O'Neill Cj@t.PCj ,1J ly„87 (rev. 10-2-87) landscaping . and WHEREAS, the Planning and Zoning Commission of the Town of South �a;=, .E t._ has approved said Plan on condition that the said Principal file with the Town of South Windsor, Ct. a Bond in the amount of_ Five Thousand ($ 59000.00 DOLLARS, with Surety and in form approved by the own an wi h conditions satisfactory to the Planning and Zoning Commission securing to the Town of South Windsor. C t. actual completion within Two 2) Years of certain work and installations required by the Planning and Zoning Commission as more fully appears on the application maps, plans and rrOfiAles flied by the Principal. I!011, THEREFORE, if the said Principal shall on or before November I rd 1p p make and complete to the satisfaction of the Town o South dsor, Ct. in accordance with its sub- division regulations the work and instal ations herein referred to, this obligation shall be null and void, otherwise to remain in full force and effect. IN WITIJESS WHEREOF, we have hereunto set our hands and seals at Hartford, Connecticut, this 3rd Day of November 1987 tj /D1EVELOPMFA'T_' RPORATION RECEIVED BY: L•S_i-�__ DATE �O "q TH �'�T:IA CASUALTY AP1D SURETY COI4°l�:TY V A.MA APPL. #88-92P, Nutmeg Commercial Ctr BY: Attorney-in-W t Charles T. Wright E.S. SUSANIN, INC. RECEIVED July 6, 1994 JUL 7 1994 W& WINDSOR PLUNING DEpT. Inland Wetlands Agency Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074 Re: Utility Development Corporation Bond No. 7 SB 100586861 BCA Effective Date: 8/3/89 Dear Sir/Madam: Would you please let me know what the status of the contract is regarding the above. If the work has been completed, please return the original bond to us or send a copy of the minutes of the Town's meeting wherein the work was accepted so we can cancel this bond. Thank you. Sincerely, 4 E. Sc'hwartz Bond Manager ES/jes cc: Beth Murphy Bond Dept., Aetna , SURETY BOND SPECIALISTS 750 Old Main Street•P.O.Box 996•Rocky Hill,Connecticut 06067•(203)529-4226•FAX(203)721-1569 N E H O R A N D U M TO: Planning & Zoning Commission FROM: Inland Wetlands Agency/Conservation Commission RE: Releases and Reductions of Bonds DATE: September 29 , 1994 At the Inland Wetlands Agency/Conservation Commission September 28, 1994 meeting, it was voted to reduce/release the following bonds : Appl #88-92P, Nutmeg Resubdivision: Present bond amount is $10, 000; recommended bond reduction is $10, 000; remaining bond balance is 0 Appl #91-05P, Grandview Terrace: Present bond amount is $10, 000; recommended bond reduction is $7 ,500; remaining bond balance is $2,500 i �0,0 SC'4 s 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 �C' AREA CODE 203/644-2511 SOR-Co October 13 , 1994 E. Schwartz E S Susanin, Inc. Surety Bond Specialists 750 Old Main Street P 0 Box 996 Rocky Hill, Ct 06067 Re: Application #88-92P, Utility Development Corporation This is to advise you that the Planning and Zoning commission voted on October 11 , 1994 to release the I / CC or the above-referenced project in the amount -of $10 , 000 . Advance arrangements should be made to pick upavailable.thend tIfensure that the necessary contacs person(contactsthelll be Planning Department at have any further question 644-2511 , ext 253 . Thank you. Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro, Vice Chairman FAC/pmm cc: Town Engineer Planning & Zoning Commission ioot MAY 24 1995 y G &B Realty e!o Victor L. B&CAssi South VVindsor 2 Wethersfield. Avenue p aint & Zalatnl commission .Hato - 4= , : .: ah C i,001 , ,' ni y.,cr b} � � ,'.tin ^,I'-,'' r ,. . � ', r':. _i . AI. �c .N,} _ ,r ,fir ldrry' -,.,. .n=.k'-r3. 'r'. '2 . . , tt��P•-�.}: may 1891993 Town of South Windsor 1340 Sullivan Avenue South Windsor, CT 06074 Attention: Wand/Wetlands Agency Dear Chairperson: We hereby reque st and extension of the wand/Wetlands approval for application #88.92P, Nutmeg Resubdivision. We are hopeful that the completion of I-291 will create a renewed interest for industrial development in the Nutmeg Road area. Very t 7 ours ii:a!uagin.g r L. lie B"i Partner ca 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 R-CO AREA CODE 203/644-2511 June 8, 1995 Victor L. RisCassi G & R Realty 2 Wethersfield Avenue Hartford, CT 06114 Dear Mr. RisCassi: Re: Applic�tiaa#88-92P, Nutmeg Resubdivisim At the June 7, 1995 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a three year extension of application#88-92P with all original and standard conditions. Application#88-92P expires on March 20, 1998. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION 1 Elizabe A. Warren, Chairman EAw/pmm cc: Planning & Zoning Commission Town Engineer STATE OF CONNECTICUT MEMBERS STATE TRAFFIC COMMISSION Commissioner of Transportation DEPARTMENT OF TRANSPORTATION Commissioner of Public Safety 2800 BERLIN TURNPIKE, P.O. BOX 317546 Commissioner of Motor vehicles NEWINGTON, CT 06131-7546 Phone: (860)594-3020 May 14, 1997 Mr. Victor L. RisCassi Managing Partner G & R Realty 2 Wethersfield Avenue Hartford, CT 06114 Dear Mr. RisCassi: Subject: Town of South Windsor Nutmeg Commercial Centre Certificate No. 958 This is to acknowledge receipt of your May 9, 1997 letter requ sting a reinstatement of Certificate No. 958. The request will be reviewed by the Division of Traffic Engineering. They will consider the development in light of current conditions and other pertinent factors. You may also be contacted by a representative from that office to discuss conditions for the posting of a bond, if appropriate, sufficient to cover the cost of implementing the improvements required by the certificate. Should you have any questions regarding the request, you may contact Mr. Vincent A. Avino, (860)594-2740, at the Division of Traffic Engineering. Very truly yours, 4JOC-Ad �' /�v� Richard J. Howard, P.E. Executive Director cc: Agent Richard Bond Mr. John R. Collins An Equal Opportunity Employer Printed on recycled or recovered paper r (860) 594-3020 June 11, 1997 Mr. Victor L. RisCassi Managing Partner G & R Realty 2 Wethersfield Avenue Hartford, CT 06114 Dear Mr. RisCassi: Subject: Town of South Windsor Nutmeg Commercial Center Certificate No. 958 As a result of the Division of Traffic Engineering's review of your May 9, 1997 'request to reinstate Certificate No. 958, we have been informed that the Town of South Windsor's Planning and Zoning approval for the proposed development has lapsed. In order to continue the reinstatement review, please provide an indication of when a reapplication for Planning and Zoning approval will be made, and also what, if any, changes to the development will be proposed. Should you have any further questions regarding the extent of information required, you may contact Mr. Vincent A. Avino, (860)594-2740, at the Division of Traffic Engineering. Very truly yours, 4J-4� �, /�Vt� Richard J. Howard, P.E. Executive Director cc: Agent Richard Bond Mr. John R. Collins STATE OF CONNECTICUT MEMBERS STATE TRAFFIC COMMISSION Commissioner of Transportation DEPARTMENT OF TRANSPORTATION commissioner of Public Safety r••••r.,,;"''� 2800 BERLIN TURNPIKE, P.O. BOX 317546 Commissioner of Motor Vehicles NEWINGTON, CT 06131-7546 Phone: (860) 594-3020 June 24,� 1997 Mr. Victor L. RisCassi • Managing Partner G & R Realty 2 W thersfield Avenue Hartford, CT 06114 Dear Mr. RisCassi: Subject: Town of South Windsor Nutmeg Commercial Center Certificate No. 958 This is to acknowledge receipt of .your June 13, 1997 letter and accompanying June 8, 1995 letter from the Town of South Windsor's Inland Wetlands Agency/Conservation Commission. As indicated in my June 11, 1997 letter, discussions between the Town of South Windsor and the Division of Traffic Engineering revealed that approval from the Town's Planning and Zoning Commission has lapsed. We have been informed that this is still the case. The State Traffic Commission will not act upon the request to reinstate the certificate until Planning and Zoning Commission approval has been granted or reinstated. Should you have any questions regarding the required town approvals, you should contact Mr. Vincent A. Avino, (860) 594-2740, of the Division of Traffic Engineering. Very truly yours, 4J-t� . /4e,,, Richard J. Howard, P.E. Executive Director cc: Agent Richard Bond Mr- John R. Collins An Equal Opportunity Employer Prrnred on recycled or recovered paper STATE OF CONNECTICUT MEMBERS STATE TRAFFIC COMMISSION Commissioner of Transportation DEPARTMENT OF TRANSPORTATION Commissioner of Public Safety '••na„'""c 2800 BERLIN TURNPIKE, P.O. BOX 317546 commissioner of Motor vehicles NEWINGTON, CT 06131-7546 Phone: (860) 594-3020 June 11, 1998 Mr. Victor L. RisCassi Managing Partner G & R Realty 2 Wethersfield Avenue Hartford, CT 06114 Dear Mr. RisCassi: Subject: Town of South Windsor Nutmeg Commercial Center Certificate No. 958 Reinstatement This letter will confirm our June 3, 1998 telephone conversation regarding reinstatement of Certificate No. 958 issued to Nutmeg Commercial Center located in the Town of South Windsor. As was previously indicated in a June 11, 1997 letter, a copy of which I have enclosed, the State Traffic Commission (STC) will not act on this until Planning and Zoning (P & Z) approval has been granted or reinstated. A recent inquiry has confirmed that your P & Z approval has expired. The Department' s Division of Traffic Engineering has agreed not to require any further study at this time, if the developer can secure P & Z approval within the next nine months. Any subsequent request may require a new study and, in light of the traffic conditions at that time, may require additional roadway improvements. Reinstatement will require a posting of a bond sufficient to cover the cost of implementing improvements required by the Certificate. Please notify this office when you reapply or secure P & Z approval so that I can initiate a request to estimate the bond amount. Should you have any questions regarding the conditions of the certificate, you may contact Mr. Vincent A. Avino at (860) 594-2740 at the Division of Traffic Engineering. Very truly yours, Joseph Santaniello, P.E. Executive Director Enclosure RECEIVED CC: Chief Gary Tyler Mr. John R. Collins Planning and Zoning Commission JUN 151"d An Equal Opportunity Employer SWO MNDrOa pL" 09L Printed on recycled or recovered paper SOW H SF, 1J 70-wn sloam ?40&&'410t s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 Sox co� AREA CODE 860/644-251 1 March 2, 1999 CERTIFIED MAIL Mr. Victor L. Riscassi VIC Builders, Inc. Two Wethersfield Avenue Hartford, CT 06114 Re: Bond# 75B 10043708BC Subdivision Bond Dear Mr. Riscassi: Enclosed please find the letter releasing the bond and the original bond. If you have any questions,please call me at 644-2511, ext. 253. Sincerely, Michele R. Lipe Assistant Director of Planning MRL/dlw Attachment FROM : VIC BUILDER PHONE NO. 860 724 2741 Feb. 19 1999 11:16AM P1 VIC BUII'LDERS,INC. • Apr — TWO WETHERSFIELD AV,EMUEr'- HARTFO"i CT 06114 _ r� TEL: (960)278-•457.$ s ' FAX:(860) 72402741 +� >. .,r ti DATE: February 19, 1999 TO: MichellelPlanning Dept FAX: (860) 644-7280 COMPANY: ' FROM: VICTOR RE: G& R Realty Nutmeg Commercial Realty So.,Nutmeg @ Satellite NUMBER OF PAGES: Three (INCLUDING COVER SHEEP) MESSAGE: We hereby request the release of Bond Number 75HI 0043 7608RC Subdivision Boni Please advise us of date o,f'release. G& R Rea I ��v ��/ .`` • � �F^r Fes, CTO L. RIS I General Partner ,... FROM VIC BUILDER PHONE NO. : 860 724 2741 Feb. 19 1999 11:18AM P3 r���+�p•=y� a:. .z� rra PI IIP.CGI'IdGRI! Ba+UJ118LUt79 r_ �DE 17 February 1Z91999 Mr.Arnold C,Greenberg 61 South Main Sheet,Suite 211 West Haeord,CT 06102 Dear Mr Cxeenberg: RE: Bound Number 7SBI0043760SBCA Subdivision Bond to the Town of South Windsor Renewal Date:November 3, 19" As a follow up it)F.d Schwa ir's letter of January 19, 1999,1 cabled the Twxn of South Windsor.Planning and Zoning and spoke with Jeff roper. I It informed the that our o nice could not obtain the relmsc. 'The request for a release has to M,{ t come from the owner OF the Ixrnd. To date,we have not received any information •� <<* % ;�r' from the Town allowing ua to cancel this bond " Therefore the ptetWum on the renewal is extremely overdue and needs to be paid. A copy of the overdue invoice is enclosed Sincerely, Carol Moaden Enclosure Surety Bond Specialists FROM VIC BUILDER PHONE NO. : 860 724 2741 Feb. 19 1999 11:17AM P2 January 18, �999 Mr,Arnold C,Greenberg 61 South Main Strut,Suite 211 West Haft4 CT 06102 pear Mr.0mcnbers: 1tE: Bond Dumber 7SB 100437608BCA Subdivision Bond to the'Town of South Windsor Renewal Date:Novcmbe►c 3, 1998 I am in receipt of your letter dated.January 13, 1999, We have no record in our files that anyone requested ca nwilathm(Wthe-ebo cc'FerCnGed lx)nd. In order to cancel this bond,we will need a letter rrom the Town of South Windsor Planning and Zoning Commission stating that this bond can be can=11cd because all the work is completed to their satisfaction. 1f Ny wnd us back the original bond, thoy would not have to send a letter of relea.Se. if you have questious,please do not hesitate to call, Sincerely, ..�......_...,.___ ... 11.Scbwaru Bond Mmwr Surety Bond Specialists i oft its 1 and M how N 3 i fts yWr address In t "lIETUrtN 7Ci" an 0 to do thN vl t this bNnp rent od to you. arm t _ fl ew ►who"�� lrer� 4kW�a addr�w. n to: + . UtilityWelopme P 92 663 --6 ' �.. T 349 Park Avenue ] AleMwed p WomW East Hartford$ CT ' CWtW*d 13 cm 06108 ff Exp"m Ia Ak%wo ObOWn dwwmm of add or@"it&W . SlWwtm—Addrmn X S. -A1pnt 'a bm�cu� ::1 7. Dow of Day R6 Form 3911, 1Lar.1987 14 Iu.4.rt0.tM7-11111•!N oDOMEWIC RETURN RECEIPT UNIT'EQ STAT�S POSTAL SERVICE CD6 crOFFICIAL BUSINESSSENDER INSTRUCTIONSPrint your name, address, and ZIP Code in the spa a below. Complete it6ms 1, 2, 3, and 4 on the reverse. Vim® Attach t front of article if space permits, otherwise affix to back of article. PENALTY FOR PRIVATE Endorse ar lcle "Return Receipt USE,$300 Requested' adjacent to number. RETURN Print Sender's name,address,and ZIP Code in the space below. TO IWA CC , TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 1�11flf��ff��!!±!flf�±�fflfflf�Itlfl�lftlf��fft�fff �Coets items t for all Your enw 3.��4b.additional� Cea. card to Yp„"°"1A and addre„on fhs re 1 also Wish t0 r '� lhie form to the "tee of this form that can folloWin receive th •Writs-Rofum R f"of the mallpr�,or on the back i f this extra f ft,BerWces(for an •The A pia Req�ed. •Paoe does not 1, ❑ c delhier Ae�pt wtN shay to whom the e w w N*am*dovars� number. Addressee's Address; and the dare 2.❑ •ode Addressed to: Restricted p livery � a Mr• Vic to Consult r L• R is a s s i �•Amide Numbertrnaster for fee. VIC Builders �p Inc. P 113 597 142 a Two Wethersfield �•Servi °C Avenue ❑ Registered e Hartford CT 06114 Ez ❑ Express Mail ❑ Cerlifled Ir ❑Retum Rept for ❑ Insured e 5•Receiv 7.Date of Delivery ❑ GOD ed By: cS!/S,f Al .. D r� 8. ' Add s•Si9natur .(q�msse v q nt) end fe ss(�n/y/f requested -i ,'! X Paid) c PS F 38110 Dumber 19 Domestic Retum Receipt a —.�„ First-Class Mail UNITED STATES POSTAL SERVICE j'""""^^� &Fells�tttd Usps - • Print your,n r e,addres , and ZIP CM191n-thi9-boz• i, i I I Planning - 88-92P I i Complex low. 1 and Z when addhkwA l servlm we desired, and Qomplefa items E end 4. Put your eddress In the"RETURN TO"Space on the reverse oft FNlura to da'thh wNl Prevent tMs oard from balmo rowmed to v4m. -- -- some ".Me 10116milix• ry MOM"vems 00 fo OW owvkm are e1ooHeme.Genii, far additional service(s)requa -W. t. O show to mhpmir.101vwod dalhkt ss.and addremm�s addre 1. © Restricted DNhnry 8. Aria. to: P-625 092 693 G & R REALTY Type c/o P.A.L. INVESTMENT GROUP D ❑ Insured ❑ COD 61 S0IJTH MAIN STREET [] E,Wr wmmi WEST °SAR T F O R D CT 06074 Always obtain sloneture of add as or spnt and DATE_DE,U ERA. . Sio wb"—Addresm 8. Addressee's Address(O L Y I x requested and fee pdo x 7. DMIN Oblivery P8 Fenn 3811,Mat.f947 U.SAR0.IUT 1741-M IKIPAUTIC RETURN RECEMT UNITED STATES POSTAL SERV ICE ` OFFICIAL BUSINESS . INSTRUCTIONS - t1= SENDER - � `- � our name, address, and ZIP Print your ace below• 1 C de in the sp �,2,3,and 4 on i ,_g ; late items PENALTY FOF►PRIVATE • Comp - S USE,$300 the reverse, ont of article if space • Attach otherwise affix tO back permits, f article. 'Return Receipt ace below article umber. ZIP Code in the sp • Endorse e "adjacent to n Rep enders name,address,and Print SMD RETURN TO 0 L1 LL AN 15 A N WINDSOg CT 0607 SOUTH RESUBDIVISION PLAN FOR NUTMEG COMMERCIAL SEPTEMBER , 1988 REV. MAY SW SOUTH WINDSOR , CONNECTICUT r � N/F •ARSARA ROAD tISTRIRJTORS N•M REALTY CO. HILL ON 0 O Q 4C. z MALLARD CROSSING MILLER ASSOC N/F N/F N/F N/F N/F N/F HELLER IVIERI TRISTA'E GOLDSTEIN • LEIITE 3 S1I►ER1011 REALTY STEIN :�Os A MIDR ES. NIC u N/F W C %WRY REALTY 00. u SOUTH ATELUTE ROAD 100, LOT 11 r1 .t� 1 x LOT S LOT 6 OT 7 LOT 6 —� LOT I c��+ IF � /A TOTAL �,�� AREA / ■ 73.94 AG 41+ /� RESUB LOTS 5-178 47.56 Ae. LOT 12 i 1 / - Loll 10 LOT 8 PARCEL C Lf T 2 1 1 N/F/OLYMETRIC LOT 13 `f i�CfhTR f C1FCLE r S 14 Y t l LOT IS N/F DYNAMIC CONTROL \ s LOT 4 ct EL A • Ri 1 N/ RG N/F FISHMAN a r f F •R 1O N/F SHEPARD N/ EM F DEPIEM N/F DETRO ` I o 'III 0 M/F 0/F DVNAM' NFN/F r •ARRETT - TI CON VALLEY FLEASANT KEY MAP