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21-26P Unitex
TOWN OF SOUTH WINDSOR PLANNING & ZONING COMMISSION APPLICATION FORM RECEIVED Application Number: Official Receipt Date: �� /l -02 MAY 4 2C121 M pplication #: aC'_D SOUTH W N0SOR PIJ *ft,DfPT.' APPLICANT: Unitex PROJECT NAME: Unitex COMPLETE LOCATION OF PROPERTY: 150 South Satellite Road OWNER OF RECORD ON LAND RECORDS: Dalo LLC c/o DYCO Industries OWNER ADDRESS: 229 South Satellite Road, South Windsor, CT 06074 GIS PIN # 84000150 ZONE I NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Suzanne Choate, Design Professionals, Inc., 21 Jeffrey Drive, South Windsor CT (860) 291-8755; schoate@designprofessionalsinacom Estimated presentation time: 15 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) ❑✓ Site Plan of Development ❑✓ New ❑ Modification Building(s) Sq Ft ❑ General Plan of Development ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing Required) for ❑ Temporary and Conditional Permit Renewal for ❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) PLEASE NOTE: An Application Pending Sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. Si nature of Applicant r Print Name of Applicant AV.- N all & I S' nature of Property er Print Name of Property Owner Revised 1/9/2017 TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT_____________________________________________________________ PROJECT NAME_________________________________________________________ This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. _____ 1. On each sheet for plans or maps, title block with the following information: _____ a. Name, address and telephone of applicant. _____ b. Name, address and telephone number of Land Surveyor or Professional Engineer. _____ c. Name of Development. _____ d. Date when drawings were made. _____ 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. _____ a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. _____ b. Outline of buildings. _____ c. Layout of streets. _____ d. Surrounding property boundaries within 500 feet. _____ e. Names of abutting property owners. _____ f. Proposed open spaces and recreation areas. _____ g. Driveway cuts on abutting properties and any properties across from proposed site. _____ h. Distance to and name of nearest intersection street. _____ 3. Architectural Elevations: See attached checklist for Architecture and Design Review. _____ 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: _____ a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. _____ b. Proposed streets and street lines with center line station, curve data, and parking spaces. _____ c. Building lines in accordance with zoning regulations. _____ d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). _____ e.Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Easement Date Filed Vol/Pg _____ f. Names of abutting property owners. _____ g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. _____ h. All open space or other common or public land uses shall be indicated. _____ i. A-2 certification; P.E./L.S. Seal. _____ 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: _____ a. All existing and proposed buildings. _____ b. Curb Lines and pavement width, sidewalks. _____ c. Existing and proposed sanitary sewers. _____ d. Existing and proposed water and all existing utilities. _____ e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. _____ f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations. _____ g . Regulated wetlands and 100-year floodplain or note that none are present. _____ h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches,within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. _____ i. Connections of all springs into proposed storm drainage system as needed. _____ j. Location and indications of existing brook channels, and 100-year flood limits. _____ k. A-2 & T-2 Certification; P.E & L.S. Seals. _____ 6. Landscaping plan _____ 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. _____ 8. Traffic Report _____ 9. Site Lighting Plan _____ 10. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: _____ a. Layout of streets in sections coordinated by stations with the profile. _____ b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains, lot lines, buildings including all utilities with elevations (top frame and inverts), size, type, length, slopes of pipes. _____ c. Sight line at driveway & street intersections. _____ d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. _____ e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations, sizes, lengths and slopes of pipes. _____ f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. _____ g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. _____ h. Profiles shall show all sanitary sewer lines and manholes, including elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. _____ 11. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. _____ 12. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems. _________________________ _____________________________ PLAN PREPARER (P.E./L.S.) DATE February 2002; Rev. 4-04 April 30.2021 To Whom it May Concern Re:Lot 4,150 South Satellite Road.South Windsor.CT Dear Sir or Madam: This letter is to authorize Peter R.DeMaIIie of Design Professionais,Inc.to sign on behalf of Daio LLC.,all documents associated with the Town approvals required in connection with the development of Lot 4,150 South Satellite Road,South Windsor, Connecticut. On behalf of Dalo C, //7 / Dav‘fd Dyke 72900408 408 PLEASANT VALLEY ROAD T & M BUILDING CO INC 84000100 100 SOUTH SATELLITE ROAD DALO LLC 53450025 25 LEXIE LANE BETHI LAKSHMI & 53450019 19 LEXIE LANE RAGAVAN HARISH 53450015 15 LEXIE LANE CHANDRASEKARAN MUTHUKRISHNAN & 53450011 11 LEXIE LANE PACHAURI RAGHAV & 53450007 7 LEXIE LANE GAZZARAPU BRAHMAJI R 70700120 120 PEPIN PLACE T & M BUILDING CO INC 70700116 116 PEPIN PLACE T & M BUILDING CO INC 70700112 112 PEPIN PLACE LANKE SITA RAMBABU & 70700108 108 PEPIN PLACE CHINNASAMY SELVAMOHAN & 70700105 105 PEPIN PLACE MASELLI BLAISE R JR 70700104 104 PEPIN PLACE WANG YAFENG 70700100 100 PEPIN PLACE SAMPATH VIKRAM RAVINDRAN & 70700025 25 PEPIN PLACE TALA CHIRAGKUMAR D & KAJAL C 70700015 15 PEPIN PLACE LADONNE THERESA 70700007 7 PEPIN PLACE CHATURVEDI SIDDHARTHA & 82600006 6 SHEPARD WAY COHEN KYLE TODD & 53450004 4 LEXIE LANE SKORONSKI MARYLEAH & RICHARD TRUSTEES 70700145 145 PEPIN PLACE NAIR VINESH & POOJA 70700140 140 PEPIN PLACE VERMA RAJVIR 70700139 139 PEPIN PLACE LAKSHMINARAYANAN RAMANUJAM & 70700136 136 PEPIN PLACE LAZICKI DAVID S 70700135 135 PEPIN PLACE PALLERLA MANI KUMAR & 70700132 132 PEPIN PLACE HAK DONNA CHAN WAH 70700131 131 PEPIN PLACE PANDE RISHABH & 70700128 128 PEPIN PLACE T & M BUILDING CO INC 70700127 127 PEPIN PLACE PAUL SIDDHARTH & SUBARNA 70700124 124 PEPIN PLACE T & M BUILDING CO INC 82600028 28 SHEPARD WAY T & M BUILDING CO INC 82600027 27 SHEPARD WAY JOSHI DIBESH D & TRIJA 82600025 25 SHEPARD WAY SELVARAJ JOSEPH STALIN MALLAVARPU & 82600023 23 SHEPARD WAY JAIN SHIKHA & MANISH RAMESH 82600021 21 SHEPARD WAY TANDON AMIT & 82600020 20 SHEPARD WAY KWON OH SUNG & 82600019 19 SHEPARD WAY TARAFDER ANIRBAN 82600017 17 SHEPARD WAY RANA PAWAL & NISHA 82600014 14 SHEPARD WAY SOMASUNDARAM VADIVELAN 49900061 61 KENNISON COURT T & M BUILDING CO INC 49900059 59 KENNISON COURT T & M BUILDING CO INC 49900055 55 KENNISON COURT T & M BUILDING CO INC 49900051 51 KENNISON COURT T & M BUILDING CO INC 49900050 50 KENNISON COURT T & M BUILDING CO INC 49900043 43 KENNISON COURT GOVINDJIWALA SHANTANU & 49900042 42 KENNISON COURT T & M BUILDING CO INC 49900041 41 KENNISON COURT LAKSHMANAN RAJA PONNUCHAMY & 49900038 38 KENNISON COURT T & M BUILDING CO INC 49900037 37 KENNISON COURT DAVE HARDIK & MAITRI 49900034 34 KENNISON COURT T & M BUILDING CO INC 49900033 33 KENNISON COURT HUNDIWALE NIRAJ & 49900030 30 KENNISON COURT T & M BUILDING CO INC 49900026 26 KENNISON COURT T & M BUILDING CO INC 49900029 29 KENNISON COURT DALTON FREDERICK F 49900025 25 KENNISON COURT SINGH JASKARANJIT & PALVI 49900022 22 KENNISON COURT T & M BUILDING CO INC 49900018 18 KENNISON COURT T & M BUILDING CO INC 49900014 14 KENNISON COURT T & M BUILDING CO INC 49900010 10 KENNISON COURT T & M BUILDING CO INC 49900006 6 KENNISON COURT T & M BUILDING CO INC 49900003 3 KENNISON COURT DATTA SUBHANKAR 53450088 88 LEXIE LANE NATAL KATIE M 53450086 86 LEXIE LANE MARLOWE FAMILY REVOCABLE TRUST 53450084 84 LEXIE LANE SRIVASTAVA ASHISH & 53450082 82 LEXIE LANE RANA MUHAMMAD A & 53450079 79 LEXIE LANE GUAY ELIZABETH 53450077 77 LEXIE LANE KLINE JENNIFER 53450075 75 LEXIE LANE YOON BLISS 53450073 73 LEXIE LANE HEO KYEON & 53450062 62 LEXIE LANE SWAMINATHAN AMBIKA 53450058 58 LEXIE LANE DHANABALAN KARTHIK 53450054 54 LEXIE LANE KUMAR DILIP & 53450050 50 LEXIE LANE AHMED SHAHID & 53450046 46 LEXIE LANE JAGADEESAN VENKATESAN & 53450042 42 LEXIE LANE LONH BORIN & 53450036 36 LEXIE LANE BENOIT RYAN J & KRISTEN M 53450032 32 LEXIE LANE GILLIGAN SEAN T 53450028 28 LEXIE LANE KIM HEEJOO GWEN 53450024 24 LEXIE LANE LAD SRAJAN J & SHRUTI S 53450020 20 LEXIE LANE MAHALINGAM RAJESH KANNAN & 53450016 16 LEXIE LANE GAO RUHOU 82600085 85 SHEPARD WAY T & M BUILDING CO INC 82600082 82 SHEPARD WAY T & M BUILDING CO INC 82600079 79 SHEPARD WAY GANDHIRAJAN MURALIDHARAN N & 82600076 76 SHEPARD WAY T & M BUILDING CO INC 82600075 75 SHEPARD WAY GARI DEVENDRA REDDY GOPAL REDDY & 82600070 70 SHEPARD WAY T & M BUILDING CO INC 82600069 69 SHEPARD WAY GOWDA JAYASIMHA VENKATE & 82600067 67 SHEPARD WAY GIRIDHARAN ARUN & 82600064 64 SHEPARD WAY DIRISALA VENKATA NAGA JAGADESH & 82600067 67 SHEPARD WAY GIRIDHARAN ARUN & 82600064 64 SHEPARD WAY DIRISALA VENKATA NAGA JAGADESH & 82600052 52 SHEPARD WAY OH KYOUNGJO 82600049 49 SHEPARD WAY MUTHU VIMALSANTHAKUMAR & 82600043 43 SHEPARD WAY SRINIVASACHARI VIJAY & 82600038 38 SHEPARD WAY SARKAR MANOJIT 82600032 32 SHEPARD WAY AMBIKAPATHI RAVICHANDAR 82600005 5 SHEPARD WAY VISHNUMOLAKALA PARTHASARADHI & 70700328 328 PEPIN PLACE RANKIREDDY MEGHASHYAM & 70700325 325 PEPIN PLACE TEWARI ALOK & 70700324 324 PEPIN PLACE BHARDWAJ ANKIT & 70700320 320 PEPIN PLACE BHARDWAJ KANIKA & 70700316 316 PEPIN PLACE PATEL VIVEK 70700315 315 PEPIN PLACE KIRUBAKARAN SUDAKAR RAJA & 70700312 312 PEPIN PLACE KUNAMNENI NEELIMACHOWDARY & 70700309 309 PEPIN PLACE CHINTHAPALLI VENKATA MARUTHI R & 70700308 308 PEPIN PLACE JAYAKUMAR KIRUBAVATHY 70700305 305 PEPIN PLACE KAUR GAGANPREET & 70700304 304 PEPIN PLACE KADALE NILESH R & PRADYA N 70700301 301 PEPIN PLACE PALAGIRI SREEKANTH & 70700300 300 PEPIN PLACE RENGASAMY VINOTH KUMAR & 70700295 295 PEPIN PLACE DRONAVAJJALA CHANDRA SEKHAR & 70700291 291 PEPIN PLACE BALRAJ GURUBABU & 70700290 290 PEPIN PLACE PERRA THOMAS J 70700287 287 PEPIN PLACE RAMAKKAPETA NAVEEN REDDY & 70700283 283 PEPIN PLACE BOGOLU SAI CHAITANYA R & 70700282 282 PEPIN PLACE JAINI VENUGOPAL 70700279 279 PEPIN PLACE RAJU KARTHICK & 70700278 278 PEPIN PLACE DHANDAPANI BHASKAR & 70700275 275 PEPIN PLACE ARCOT MEGHANA 70700274 274 PEPIN PLACE SHIL SHAIBAL KANTI & 70700271 271 PEPIN PLACE KUMAR JALAJ & 70700270 270 PEPIN PLACE GUGGILLA KRISHNA ANANTHAPURAM 70700261 261 PEPIN PLACE GUPTA ASHISH & SALONI 70700257 257 PEPIN PLACE LYNN PATRICK 70700253 253 PEPIN PLACE THOTA SRILATHA & 70700249 249 PEPIN PLACE MARUTHI BALAJI HUGHENAHALLY & 70700245 245 PEPIN PLACE THIYAGARAJAN HARIHARASUDHAN 70700241 241 PEPIN PLACE NAGARAJA SHARATH BANGALORE & 70700240 240 PEPIN PLACE T & M BUILDING CO INC 70700230 230 PEPIN PLACE SAXENA SAURABH D & 70700224 224 PEPIN PLACE DOMMARAJU SUMANTH & 70700221 221 PEPIN PLACE RAMAMURTHY SIVAKUMAR 70700220 220 PEPIN PLACE LOW JENN CHANG MICHAEL & 70700219 219 PEPIN PLACE BHANGAR SHALINI 70700216 216 PEPIN PLACE OBLI ARAVINTH RAJ KRISHNARAJ SOUNDARARAJ 70700215 215 PEPIN PLACE PALUKURI SURESH 70700212 212 PEPIN PLACE NAGARAJAN UMASUDEN 70700209 209 PEPIN PLACE RADHAKISHTAN RAJESH 70700205 205 PEPIN PLACE SANGHVI DIPTI 70700201 201 PEPIN PLACE BASKARAN SHANTHARAM & 70700200 200 PEPIN PLACE KENNY JAMES D & THERESA 70700192 192 PEPIN PLACE BARDHAN KRISHANU & 70700191 191 PEPIN PLACE PAUL DEEPAK & 70700188 188 PEPIN PLACE THAVAMANI KALAIVANAN 70700187 187 PEPIN PLACE DUBBA HARSHA V 70700184 184 PEPIN PLACE YADAV ARUN K & SHIKHA 70700183 183 PEPIN PLACE MADHURI BURLA & 70700180 180 PEPIN PLACE GUNASEKARAN ARAVIND & 70700179 179 PEPIN PLACE AGRAWAL ASHISH & CHANDNI 70700176 176 PEPIN PLACE JAGTIANI VISHAL & 70700175 175 PEPIN PLACE KUMAR SAJEEV & 70700172 172 PEPIN PLACE RAZA ALI 70700171 171 PEPIN PLACE DAMODARAN RANJITH & 70700164 164 PEPIN PLACE KHAN USMAN 70700158 158 PEPIN PLACE HALASAN KAREN 70700154 154 PEPIN PLACE KAUR AMARJEET 70700150 150 PEPIN PLACE DEROSA SAMANTHA ANN 70700146 146 PEPIN PLACE AMBATI RAVINDER & 82600058 58 SHEPARD WAY HUGAR KIRAN 70700035 35 PEPIN PLACE T & M BUILDING CO INC 84000210 210 SOUTH SATELLITE ROAD DALO LLC 84000170 170 SOUTH SATELLITE ROAD DALO LLC 84000150 150 SOUTH SATELLITE ROAD DALO LLC 84000120 120 SOUTH SATELLITE ROAD DALO LLC 84000090 90 SOUTH SATELLITE ROAD DALO LLC 7500015 15 BARBARA ROAD BOLDUC RUSSELL A & JOANNA I 7500003 3 BARBARA ROAD CZAJA DANIEL E & JENNIFER A 84000145 145 SOUTH SATELLITE ROAD LEDYARD STREET LLC 84000085 85 SOUTH SATELLITE ROAD 85 SOUTH SATELLITE ROAD LLC 84000175 175 SOUTH SATELLITE ROAD BRENAMATT PROPERTIES L L C 7500039 39 BARBARA ROAD GUPTA PANKAJ & ANJALI 84000161 161 SOUTH SATELLITE ROAD OPTIMUS SOUTH WINDSOR LLC 23400052 52 CONNECTICUT AVE LAKE RENTALS LLC & BLYTHEWOOD P.M. LLC 7500031 31 BARBARA ROAD RAMIREZ RUBEN & STACY 84000187 187 SOUTH SATELLITE ROAD BRENAMATT PROPERTIES LLC 7500023 23 BARBARA ROAD HUYNH TUNG & 84000125 125 SOUTH SATELLITE ROAD GLOBAL TURBINE COMPONENT TECHNOLO LLC 84000201 201 SOUTH SATELLITE ROAD K R HOLDINGS LLC 408 PLEASANT VALLEY ROAD T & M BUILDING CO INC ©···esignrofessionalsesign rofessionals · · · esign rofessionals ©···esignrofessionals ©···esignrofessionals ©···esignrofessionals· · · ’ · · · · ’ · ©···esignrofessionals ©···esignrofessionalsSTAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." NOTES: MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. SET TOP OF ROOT BALL FLUSH TO GRADE OR 25MM-50MM (1"-2") HIGHER IN SLOWLY DRAINING SOILS. MULCH RING, 1800MM (6') DIA. MIN. 2400MM (8') DIA. PREFERRED 50MM (2") MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED-FREE FOR A MIN. OF THREE YEARS AFTER PLANTING. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DON'T COVER THE TOP OF THE ROOT BALL WITH SOIL. 100MM (4") HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL. REMOVE COMPLETELY IF SYNTHETIC IS USED. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOESN'T SHIFT. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200MM (8") INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. 1.NO MULCH WITHIN 3" OF TREE TRUNK 2.THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. TREES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM THE NURSERY DO NOT NEED TO BE WRAPPED EXCEPT TREES WITH VERY THIN BARK, SUCH AS RED MAPLE, SHOULD BE WRAPPED IF APPROVED BY THE LANDSCAPE ARCHITECT. TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, OPTION 2 APPLY THE PLASTIC SHEETING LOOSELY AROUND THE TRUNK TO LEAVE A 12MM (0.5") GAP BETWEEN THE TRUNK AND THE SHEETING. BUT NO LATER THAN 12 MONTHS AFTER PLANTING. OPTION 1 BIO-DEGRADABLE PLASTIC TAPE TWO-WALLED PLASTIC SHEETING OR TREE SHELTER MATERIAL APPLIED FROM TRUNK FLARE TO FIRST BRANCH BREATHABLE FABRIC TREE WRAP APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAP PAPER FROM THE BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER ALL BARK. BIO-DEGRADABLE PLASTIC TAPE WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOR QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST GROWING SEASON AFTER PLANTING. OUTSIDE THE EDGE OF THE ROOT BALL. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). NOTE: ALL STAKES SHALL BE DRIVEN 1200MM (4')13MM (0.5") DIAMETER PLASTIC HOSE GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. 2"x2"X8' HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL. PAINT TOP 6" OF STAKES ORANGE FOR VISIBILITY. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF LOAMY SOILS PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL STRUCTURE SHALL NOT BE PLATY OR NOTES: 2 X ROOT BALL DIAMETER NOTE: FOR DETAILED REQUIREMENTS RELATED TO THE PLANTING OF THE TREE IN THE IMPROVED SOIL, SEE "TREE PLANTING DETAIL."BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS, ADD 20% MAX. BY VOLUME COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL.LOAMY SOIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. 1:1 SLOPE ON SIDES OF PLANTING HOLE. UNEXCAVATED OR COMPACTED MOUND UNDER THE ROOT BALL TO PREVENT SETTLEMENT. 1.FOR TREES PLANTED IN NON-RESTRICTED SOIL CONDITIONS. 2.THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF 45 SQ. M (500 SQ. FT) Not to Scale TREE PLANTING DETAIL1 Not to Scale TREE WRAPPING DETAIL5 Not to Scale TREE STAKING DETAIL (3" CAL. OR SMALLER)3 Not to Scale SOIL IMPROVEMENT DETAIL2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.7 0.8 1.0 1.1 1.1 1.1 1.0 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.4 1.4 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.0 0.9 1.2 1.4 1.7 1.9 1.8 1.5 1.4 1.3 1.1 1.0 1.0 0.9 0.8 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.8 1.1 1.4 1.6 1.8 2.1 2.2 2.2 1.8 1.5 1.4 1.2 1.1 1.1 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.9 1.2 1.9 2.7 3.2 2.4 2.2 1.8 1.6 1.4 1.3 1.3 1.3 1.3 1.3 1.1 0.9 0.8 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.7 2.4 3.3 3.7 2.7 2.0 1.6 1.5 1.4 1.4 1.5 1.5 1.5 1.4 1.2 1.0 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.1 1.4 1.7 2.2 2.3 2.5 2.4 2.2 1.9 1.7 1.5 1.5 1.6 1.7 1.8 1.7 1.4 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.7 2.0 2.2 2.0 1.8 1.7 1.8 2.1 2.0 1.8 1.9 2.1 2.2 2.2 1.7 1.4 1.1 0.8 0.6 0.5 0.4 0.3 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.6 0.8 1.0 1.2 1.3 1.6 1.8 1.7 1.6 1.5 1.4 1.6 1.7 2.1 2.6 2.8 2.3 2.3 1.8 1.4 1.1 0.8 0.6 0.5 0.4 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.1 1.3 1.4 1.5 1.5 1.4 1.4 1.5 1.6 1.9 2.4 3.5 3.8 2.7 1.8 1.3 1.0 0.8 0.6 0.5 0.4 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.3 1.2 1.2 1.3 1.4 1.5 1.8 2.2 2.2 2.7 2.6 2.0 1.3 0.9 0.7 0.6 0.4 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.8 1.0 1.1 1.1 1.1 1.2 1.3 1.5 1.7 2.0 2.2 2.1 1.7 1.5 1.3 1.2 0.8 0.6 0.4 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.6 1.8 1.6 1.4 1.1 0.9 0.9 0.8 0.6 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.3 1.3 1.2 1.0 0.8 0.6 0.5 0.5 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.8 0.9 1.0 1.1 1.1 0.9 0.8 0.7 0.6 0.4 0.3 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.5 0.5 0.4 0.3 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.4 0.4 0.4 0.3 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 1 1 1 1 1 1 1 A @ 25' A @ 25' Statistics Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #2 0.5 fc 3.8 fc 0.0 fc N/A N/A Schedule Symbol Label QTY Manufacturer Catalog Number Description Lamp Filename Lumens per Lamp LLF Mounting Height Distribution A 2 Lithonia Lighting DSX1 LED P2 40K T4M MVOLT DSX1 LED P2 40K T4M MVOLT LED DSX1_LED_P2_40K_ T4M_MVOLT.ies 8707 8707.222 25'TYPE IV, SHORT, BUG RATING: B2 - U0 - G2 ©···esignrofessionals ©···esignrofessionals“ ” · ·” ·“” · · · © · · · esign rofessionals 72 733525 72.36 trv 3532 69.66 grnd 71717172 72 73 70 esignrofessionals©····· · · Stormwater Management Report Unitex 150 South Satellite, Road South Windsor, Connecticut Prepared for: Unitex 145 South Satellite Road South Windsor, CT 06074 Prepared by: Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 April 30, 2021 Table of Contents Section Page Introduction 1 Pre-Development Site Conditions 1 Post-Development Site Conditions 1 Analysis of Results 2 Water Quality 2 Conclusion 2 Appendices A Pre-Development Drainage HydroCAD Report B Post-Development Drainage HydroCAD Report C NRCS Soil Map & Data D Water Quality Calculations Water Quality Volume Calculations Depression Stage Storage Reports E Drainage Area Maps Existing Drainage Areas (Pre) Proposed Drainage Areas (Post) 1 Introduction Unitex is proposing a 50-space parking lot on the subject property. The 1.4+ acre parcel is located at 150 South Satellite, South Windsor, Connecticut. The property is referenced on the Town of South Windsor Tax Assessors map as GIS#84000150. The proposed development will include the construction of the parking lot and associated site improvements to include, but not be limited to, sidewalk, landscaping, lighting, and stormwater management BMP’s. Of the 1.4+ acre parcel, approximately 1.0+ acres are proposed to be disturbed for the construction of the parking lot. For more information, please refer to the plans entitled “Unitex Site Plan of Development ~ 150 South Satellite Road ~ South Windsor, CT” prepared by Design Professionals, Inc., and dated May 3, 2021, as amended. Pre-Development Site Conditions The existing site is undeveloped. The existing condition is gently sloped woodland with a small area of wetlands along the western property line. All runoff generated on site sheet flows toward the wetland on the western property line, which serves as our design point. Existing condition watershed delineation is identified in the Existing Conditions Drainage Map located in Appendix E. Based on Natural Resources Conservation Service (NRCS) Hydrologic Soil Group (HSG) mapping, type B/D and A/D soils are located on site. See Appendix C for The NRCS Soil Map & Data. The Natural Resources Conservation Service’s TR-55 Manual was followed in predicting the peak rates of runoff and volumes. HydroCAD computer modeling software was utilized. Pre-Development Drainage HydroCAD Report located in Appendix A. Post-Development Site Conditions The subject project proposes the construction of a 50-space parking lot and associated site improvements. A proposed detention/infiltration basin will provide attenuation of onsite flows and was included in the proposed condition stormwater model. The detention basin will also serve as water quality treatment of surface runoff from proposed pavement. NRCS Soil Group information was reviewed for expected infiltration rate and a conservative rate of 5 in/hr was utilized. The water quality basin is expected to drain between storm events: it will remain in a predominantly dry state. Underdrains connected to the South Satellite Road drainage system will serve as an additional safeguard. For more information, please refer to the enclosed Post-Development Drainage HydroCAD Report located in Appendix B. 2 Analysis of Results The pre-development and post-development conditions were analyzed using HydroCAD consistent with National Resource Conservation Service (NRCS) hydrology methods. The comparison of the existing vs proposed peak flows are shown in the table below along with the elevation in the proposed detention basin for the design storms. Design Point Existing cfs Proposed cfs Detention Basin Elevation 2-year storm 0.0 0.0 69.52 10-year storm 0.03 0.02 69.82 25-year storm 0.14 0.09 70.04 50-year storm 0.33 0.21 70.22 100-year storm 0.65 0.40 70.43 As seen in the table above, the subject project will result in slight decreases of flow to the Design Point. Flow from the proposed parking lot and surround grass will be contained within the detention basin as the elevation of the emergency spillway is 70.50. Water Quality The proposed detention basin will also provide storage for more than 100% of the determined water quality volume for the new pavement area. Water quality volume calculations and stage storage volumes for the basin are included in Appendix D of this report. Conclusion The proposed stormwater management as discussed herein and shown on the referenced plans is appropriate for the proposed development on the subject site It is consistent with Town and State requirements and should not pose any detrimental impacts to the surrounding stormwater conditions. APPENDIX A Watershed Computations (Pre-Development Drainage HydroCAD Report) Ex Existing Runoff Routing Diagram for 4652 Hydrocad Prepared by {enter your company name here}, Printed 4/30/2021 HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Subcat Reach Pond Link Existing Condition Type III 24-hr 2-yr Rainfall=3.15"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 2HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment Ex: Existing Runoff [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 2-yr Rainfall=3.15" Area (ac) CN Description 2.409 36 Woods, Fair, HSG A 2.409 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 37.3 100 0.0050 0.04 Sheet Flow, A Woods: Light underbrush n= 0.400 P2= 3.22" 8.8 245 0.0086 0.46 Shallow Concentrated Flow, B Woodland Kv= 5.0 fps 46.1 345 Total Subcatchment Ex: Existing Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)1 0 Type III 24-hr 2-yr Rainfall=3.15" Runoff Area=2.409 ac Runoff Volume=0.000 af Runoff Depth=0.00" Flow Length=345' Tc=46.1 min CN=36 0.00 cfs Existing Condition Type III 24-hr 10-yr Rainfall=4.99"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 3HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment Ex: Existing Runoff Runoff = 0.03 cfs @ 15.52 hrs, Volume= 0.022 af, Depth= 0.11" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 10-yr Rainfall=4.99" Area (ac) CN Description 2.409 36 Woods, Fair, HSG A 2.409 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 37.3 100 0.0050 0.04 Sheet Flow, A Woods: Light underbrush n= 0.400 P2= 3.22" 8.8 245 0.0086 0.46 Shallow Concentrated Flow, B Woodland Kv= 5.0 fps 46.1 345 Total Subcatchment Ex: Existing Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)0.036 0.034 0.032 0.03 0.028 0.026 0.024 0.022 0.02 0.018 0.016 0.014 0.012 0.01 0.008 0.006 0.004 0.002 0 Type III 24-hr 10-yr Rainfall=4.99" Runoff Area=2.409 ac Runoff Volume=0.022 af Runoff Depth=0.11" Flow Length=345' Tc=46.1 min CN=36 0.03 cfs Existing Condition Type III 24-hr 25-yr Rainfall=6.13"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 4HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment Ex: Existing Runoff Runoff = 0.14 cfs @ 13.16 hrs, Volume= 0.065 af, Depth= 0.33" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 25-yr Rainfall=6.13" Area (ac) CN Description 2.409 36 Woods, Fair, HSG A 2.409 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 37.3 100 0.0050 0.04 Sheet Flow, A Woods: Light underbrush n= 0.400 P2= 3.22" 8.8 245 0.0086 0.46 Shallow Concentrated Flow, B Woodland Kv= 5.0 fps 46.1 345 Total Subcatchment Ex: Existing Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Type III 24-hr 25-yr Rainfall=6.13" Runoff Area=2.409 ac Runoff Volume=0.065 af Runoff Depth=0.33" Flow Length=345' Tc=46.1 min CN=36 0.14 cfs Existing Condition Type III 24-hr 50-yr Rainfall=6.97"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 5HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment Ex: Existing Runoff Runoff = 0.33 cfs @ 12.96 hrs, Volume= 0.110 af, Depth= 0.55" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 50-yr Rainfall=6.97" Area (ac) CN Description 2.409 36 Woods, Fair, HSG A 2.409 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 37.3 100 0.0050 0.04 Sheet Flow, A Woods: Light underbrush n= 0.400 P2= 3.22" 8.8 245 0.0086 0.46 Shallow Concentrated Flow, B Woodland Kv= 5.0 fps 46.1 345 Total Subcatchment Ex: Existing Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Type III 24-hr 50-yr Rainfall=6.97" Runoff Area=2.409 ac Runoff Volume=0.110 af Runoff Depth=0.55" Flow Length=345' Tc=46.1 min CN=36 0.33 cfs Existing Condition Type III 24-hr 100-yr Rainfall=7.90"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 6HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment Ex: Existing Runoff Runoff = 0.65 cfs @ 12.86 hrs, Volume= 0.171 af, Depth= 0.85" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 100-yr Rainfall=7.90" Area (ac) CN Description 2.409 36 Woods, Fair, HSG A 2.409 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 37.3 100 0.0050 0.04 Sheet Flow, A Woods: Light underbrush n= 0.400 P2= 3.22" 8.8 245 0.0086 0.46 Shallow Concentrated Flow, B Woodland Kv= 5.0 fps 46.1 345 Total Subcatchment Ex: Existing Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Type III 24-hr 100-yr Rainfall=7.90" Runoff Area=2.409 ac Runoff Volume=0.171 af Runoff Depth=0.85" Flow Length=345' Tc=46.1 min CN=36 0.65 cfs APPENDIX B Watershed Computations (Post-Development Drainage HydroCAD Report) Pk Proposed Runoff Wd Proposed Runoff Pond POND DP DP Routing Diagram for 4652 Hydrocad Prepared by {enter your company name here}, Printed 4/30/2021 HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Subcat Reach Pond Link Proposed Condition Type III 24-hr 2-yr Rainfall=3.15"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 2HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Time span=0.00-48.00 hrs, dt=0.01 hrs, 4801 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.913 ac 46.22% Impervious Runoff Depth=0.90"Subcatchment Pk: Proposed Runoff Flow Length=336' Slope=0.0050 '/' Tc=19.4 min CN=72 Runoff=0.60 cfs 0.068 af Runoff Area=1.496 ac 0.00% Impervious Runoff Depth=0.00"Subcatchment Wd: Proposed Runoff Flow Length=345' Tc=46.1 min CN=36 Runoff=0.00 cfs 0.000 af Peak Elev=69.52' Storage=108 cf Inflow=0.60 cfs 0.068 afPond Pond: POND Discarded=0.51 cfs 0.068 af Primary=0.00 cfs 0.000 af Outflow=0.51 cfs 0.068 af Inflow=0.00 cfs 0.000 afLink DP: DP Primary=0.00 cfs 0.000 af Proposed Condition Type III 24-hr 10-yr Rainfall=4.99"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 3HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Time span=0.00-48.00 hrs, dt=0.01 hrs, 4801 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.913 ac 46.22% Impervious Runoff Depth=2.19"Subcatchment Pk: Proposed Runoff Flow Length=336' Slope=0.0050 '/' Tc=19.4 min CN=72 Runoff=1.58 cfs 0.167 af Runoff Area=1.496 ac 0.00% Impervious Runoff Depth=0.11"Subcatchment Wd: Proposed Runoff Flow Length=345' Tc=46.1 min CN=36 Runoff=0.02 cfs 0.013 af Peak Elev=69.82' Storage=1,489 cf Inflow=1.58 cfs 0.167 afPond Pond: POND Discarded=0.59 cfs 0.167 af Primary=0.00 cfs 0.000 af Outflow=0.59 cfs 0.167 af Inflow=0.02 cfs 0.013 afLink DP: DP Primary=0.02 cfs 0.013 af Proposed Condition Type III 24-hr 25-yr Rainfall=6.13"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 4HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Time span=0.00-48.00 hrs, dt=0.01 hrs, 4801 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.913 ac 46.22% Impervious Runoff Depth=3.10"Subcatchment Pk: Proposed Runoff Flow Length=336' Slope=0.0050 '/' Tc=19.4 min CN=72 Runoff=2.26 cfs 0.236 af Runoff Area=1.496 ac 0.00% Impervious Runoff Depth=0.33"Subcatchment Wd: Proposed Runoff Flow Length=345' Tc=46.1 min CN=36 Runoff=0.09 cfs 0.041 af Peak Elev=70.04' Storage=2,700 cf Inflow=2.26 cfs 0.236 afPond Pond: POND Discarded=0.64 cfs 0.236 af Primary=0.00 cfs 0.000 af Outflow=0.64 cfs 0.236 af Inflow=0.09 cfs 0.041 afLink DP: DP Primary=0.09 cfs 0.041 af Proposed Condition Type III 24-hr 50-yr Rainfall=6.97"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 5HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Time span=0.00-48.00 hrs, dt=0.01 hrs, 4801 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.913 ac 46.22% Impervious Runoff Depth=3.80"Subcatchment Pk: Proposed Runoff Flow Length=336' Slope=0.0050 '/' Tc=19.4 min CN=72 Runoff=2.78 cfs 0.289 af Runoff Area=1.496 ac 0.00% Impervious Runoff Depth=0.55"Subcatchment Wd: Proposed Runoff Flow Length=345' Tc=46.1 min CN=36 Runoff=0.21 cfs 0.069 af Peak Elev=70.22' Storage=3,718 cf Inflow=2.78 cfs 0.289 afPond Pond: POND Discarded=0.67 cfs 0.289 af Primary=0.00 cfs 0.000 af Outflow=0.67 cfs 0.289 af Inflow=0.21 cfs 0.069 afLink DP: DP Primary=0.21 cfs 0.069 af Proposed Condition Type III 24-hr 100-yr Rainfall=7.90"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 6HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Time span=0.00-48.00 hrs, dt=0.01 hrs, 4801 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.913 ac 46.22% Impervious Runoff Depth=4.61"Subcatchment Pk: Proposed Runoff Flow Length=336' Slope=0.0050 '/' Tc=19.4 min CN=72 Runoff=3.37 cfs 0.351 af Runoff Area=1.496 ac 0.00% Impervious Runoff Depth=0.85"Subcatchment Wd: Proposed Runoff Flow Length=345' Tc=46.1 min CN=36 Runoff=0.40 cfs 0.106 af Peak Elev=70.43' Storage=4,929 cf Inflow=3.37 cfs 0.351 afPond Pond: POND Discarded=0.70 cfs 0.351 af Primary=0.00 cfs 0.000 af Outflow=0.70 cfs 0.351 af Inflow=0.40 cfs 0.106 afLink DP: DP Primary=0.40 cfs 0.106 af Proposed Condition Type III 24-hr 2-yr Rainfall=3.15"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 7HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment Pk: Proposed Runoff Hydro of Lot Runoff = 0.60 cfs @ 12.30 hrs, Volume= 0.068 af, Depth= 0.90" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 2-yr Rainfall=3.15" Area (ac) CN Description * 0.422 98 IMPERVIOUS PAVEMENT * 0.491 49 FAIR GRASS A 0.913 72 Weighted Average 0.491 53.78% Pervious Area 0.422 46.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.8 50 0.0050 0.09 Sheet Flow, grass Grass: Short n= 0.150 P2= 3.22" 9.6 286 0.0050 0.49 Shallow Concentrated Flow, swale Short Grass Pasture Kv= 7.0 fps 19.4 336 Total Subcatchment Pk: Proposed Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Type III 24-hr 2-yr Rainfall=3.15" Runoff Area=0.913 ac Runoff Volume=0.068 af Runoff Depth=0.90" Flow Length=336' Slope=0.0050 '/' Tc=19.4 min CN=72 0.60 cfs Proposed Condition Type III 24-hr 2-yr Rainfall=3.15"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 8HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment Wd: Proposed Runoff Hydro of Lot [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 2-yr Rainfall=3.15" Area (ac) CN Description * 1.496 36 FAIR WOODS A 1.496 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 37.3 100 0.0050 0.04 Sheet Flow, A Woods: Light underbrush n= 0.400 P2= 3.22" 8.8 245 0.0086 0.46 Shallow Concentrated Flow, B Woodland Kv= 5.0 fps 46.1 345 Total Subcatchment Wd: Proposed Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)1 0 Type III 24-hr 2-yr Rainfall=3.15" Runoff Area=1.496 ac Runoff Volume=0.000 af Runoff Depth=0.00" Flow Length=345' Tc=46.1 min CN=36 0.00 cfs Proposed Condition Type III 24-hr 2-yr Rainfall=3.15"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 9HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Summary for Pond Pond: POND Inflow Area = 0.913 ac, 46.22% Impervious, Inflow Depth = 0.90" for 2-yr event Inflow = 0.60 cfs @ 12.30 hrs, Volume= 0.068 af Outflow = 0.51 cfs @ 12.43 hrs, Volume= 0.068 af, Atten= 14%, Lag= 8.1 min Discarded = 0.51 cfs @ 12.43 hrs, Volume= 0.068 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Peak Elev= 69.52' @ 12.43 hrs Surf.Area= 4,432 sf Storage= 108 cf Plug-Flow detention time= 2.3 min calculated for 0.068 af (100% of inflow) Center-of-Mass det. time= 2.3 min ( 884.6 - 882.3 ) Volume Invert Avail.Storage Storage Description #1 69.50' 8,549 cf Custom Stage Data (Conic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (cubic-feet) (cubic-feet) (sq-ft) 69.50 4,380 0 0 4,380 70.00 5,503 2,465 2,465 5,510 71.00 6,683 6,083 8,549 6,722 Device Routing Invert Outlet Devices #1 Discarded 69.50'5.000 in/hr Exfiltration over Wetted area #2 Primary 70.50'135.0' long (Profile 1) Broad-Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 2.92 3.37 3.59 Discarded OutFlow Max=0.51 cfs @ 12.43 hrs HW=69.52' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.51 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=69.50' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Proposed Condition Type III 24-hr 2-yr Rainfall=3.15"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 10HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Pond Pond: POND Inflow Outflow Discarded Primary Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=0.913 ac Peak Elev=69.52' Storage=108 cf 0.60 cfs 0.51 cfs 0.51 cfs 0.00 cfs Proposed Condition Type III 24-hr 2-yr Rainfall=3.15"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 11HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Summary for Link DP: DP Inflow Area = 2.409 ac, 17.52% Impervious, Inflow Depth = 0.00" for 2-yr event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link DP: DP Inflow Primary Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)1 0 Inflow Area=2.409 ac 0.00 cfs 0.00 cfs Proposed Condition Type III 24-hr 10-yr Rainfall=4.99"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 12HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Subcatchment Pk: Proposed Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)1 0 Type III 24-hr 10-yr Rainfall=4.99" Runoff Area=0.913 ac Runoff Volume=0.167 af Runoff Depth=2.19" Flow Length=336' Slope=0.0050 '/' Tc=19.4 min CN=72 1.58 cfs Subcatchment Wd: Proposed Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)0.023 0.022 0.021 0.02 0.019 0.018 0.017 0.016 0.015 0.014 0.013 0.012 0.011 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.001 0 Type III 24-hr 10-yr Rainfall=4.99" Runoff Area=1.496 ac Runoff Volume=0.013 af Runoff Depth=0.11" Flow Length=345' Tc=46.1 min CN=36 0.02 cfs Proposed Condition Type III 24-hr 10-yr Rainfall=4.99"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 13HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Pond Pond: POND Inflow Outflow Discarded Primary Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)1 0 Inflow Area=0.913 ac Peak Elev=69.82' Storage=1,489 cf 1.58 cfs 0.59 cfs 0.59 cfs 0.00 cfs Link DP: DP Inflow Primary Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)0.023 0.022 0.021 0.02 0.019 0.018 0.017 0.016 0.015 0.014 0.013 0.012 0.011 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.001 0 Inflow Area=2.409 ac 0.02 cfs 0.02 cfs Proposed Condition Type III 24-hr 25-yr Rainfall=6.13"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 14HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Subcatchment Pk: Proposed Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)2 1 0 Type III 24-hr 25-yr Rainfall=6.13" Runoff Area=0.913 ac Runoff Volume=0.236 af Runoff Depth=3.10" Flow Length=336' Slope=0.0050 '/' Tc=19.4 min CN=72 2.26 cfs Subcatchment Wd: Proposed Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Type III 24-hr 25-yr Rainfall=6.13" Runoff Area=1.496 ac Runoff Volume=0.041 af Runoff Depth=0.33" Flow Length=345' Tc=46.1 min CN=36 0.09 cfs Proposed Condition Type III 24-hr 25-yr Rainfall=6.13"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 15HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Pond Pond: POND Inflow Outflow Discarded Primary Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)2 1 0 Inflow Area=0.913 ac Peak Elev=70.04' Storage=2,700 cf 2.26 cfs 0.64 cfs 0.64 cfs 0.00 cfs Link DP: DP Inflow Primary Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Inflow Area=2.409 ac 0.09 cfs 0.09 cfs Proposed Condition Type III 24-hr 50-yr Rainfall=6.97"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 16HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Subcatchment Pk: Proposed Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)3 2 1 0 Type III 24-hr 50-yr Rainfall=6.97" Runoff Area=0.913 ac Runoff Volume=0.289 af Runoff Depth=3.80" Flow Length=336' Slope=0.0050 '/' Tc=19.4 min CN=72 2.78 cfs Subcatchment Wd: Proposed Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)0.22 0.21 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Type III 24-hr 50-yr Rainfall=6.97" Runoff Area=1.496 ac Runoff Volume=0.069 af Runoff Depth=0.55" Flow Length=345' Tc=46.1 min CN=36 0.21 cfs Proposed Condition Type III 24-hr 50-yr Rainfall=6.97"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 17HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Pond Pond: POND Inflow Outflow Discarded Primary Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)3 2 1 0 Inflow Area=0.913 ac Peak Elev=70.22' Storage=3,718 cf 2.78 cfs 0.67 cfs 0.67 cfs 0.00 cfs Link DP: DP Inflow Primary Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)0.22 0.21 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=2.409 ac 0.21 cfs 0.21 cfs Proposed Condition Type III 24-hr 100-yr Rainfall=7.90"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 18HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Subcatchment Pk: Proposed Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)3 2 1 0 Type III 24-hr 100-yr Rainfall=7.90" Runoff Area=0.913 ac Runoff Volume=0.351 af Runoff Depth=4.61" Flow Length=336' Slope=0.0050 '/' Tc=19.4 min CN=72 3.37 cfs Subcatchment Wd: Proposed Runoff Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)0.44 0.42 0.4 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Type III 24-hr 100-yr Rainfall=7.90" Runoff Area=1.496 ac Runoff Volume=0.106 af Runoff Depth=0.85" Flow Length=345' Tc=46.1 min CN=36 0.40 cfs Proposed Condition Type III 24-hr 100-yr Rainfall=7.90"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} Page 19HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Pond Pond: POND Inflow Outflow Discarded Primary Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)3 2 1 0 Inflow Area=0.913 ac Peak Elev=70.43' Storage=4,929 cf 3.37 cfs 0.70 cfs 0.70 cfs 0.00 cfs Link DP: DP Inflow Primary Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)0.44 0.42 0.4 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=2.409 ac 0.40 cfs 0.40 cfs APPENDIX C NRCS Soil Map & Data Soil Map—State of Connecticut Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 4/26/2021 Page 1 of 34632730463276046327904632820463285046328804632910463276046327904632820463285046328804632910699130699160699190699220699250699280699310699340699370699400 699130 699160 699190 699220 699250 699280 699310 699340 699370 699400 41° 49' 23'' N 72° 36' 8'' W41° 49' 23'' N72° 35' 56'' W41° 49' 17'' N 72° 36' 8'' W41° 49' 17'' N 72° 35' 56'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 50 100 200 300 Feet 0 20 40 80 120 Meters Map Scale: 1:1,350 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:12,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: State of Connecticut Survey Area Data: Version 20, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 15, 2019—Aug 29, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—State of Connecticut Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 4/26/2021 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 13 Walpole sandy loam, 0 to 3 percent slopes 5.8 65.0% 15 Scarboro muck, 0 to 3 percent slopes 1.8 20.1% 306 Udorthents-Urban land complex 1.3 15.0% Totals for Area of Interest 8.9 100.0% Soil Map—State of Connecticut Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 4/26/2021 Page 3 of 3 State of Connecticut 13—Walpole sandy loam, 0 to 3 percent slopes Map Unit Setting National map unit symbol: 2svkl Elevation: 0 to 1,020 feet Mean annual precipitation: 36 to 71 inches Mean annual air temperature: 39 to 55 degrees F Frost-free period: 140 to 250 days Farmland classification: Farmland of statewide importance Map Unit Composition Walpole and similar soils:80 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Walpole Setting Landform:Outwash terraces, outwash plains, depressions, deltas, depressions Landform position (two-dimensional):Toeslope Landform position (three-dimensional):Tread, dip, talf Down-slope shape:Concave Across-slope shape:Concave Parent material:Sandy glaciofluvial deposits derived from igneous, metamorphic and sedimentary rock Typical profile Oe - 0 to 1 inches: mucky peat A - 1 to 7 inches: sandy loam Bg - 7 to 21 inches: sandy loam BC - 21 to 25 inches: gravelly sandy loam C - 25 to 65 inches: very gravelly sand Properties and qualities Slope:0 to 3 percent Depth to restrictive feature:More than 80 inches Drainage class:Poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat):Moderately low to high (0.14 to 14.17 in/hr) Depth to water table:About 0 to 4 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline (0.0 to 1.9 mmhos/cm) Available water capacity:Moderate (about 6.4 inches) Interpretive groups Land capability classification (irrigated): None specified Map Unit Description: Walpole sandy loam, 0 to 3 percent slopes---State of Connecticut Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 4/26/2021 Page 1 of 2 Land capability classification (nonirrigated): 4w Hydrologic Soil Group: B/D Ecological site: F144AY028MA - Wet Outwash Hydric soil rating: Yes Minor Components Sudbury Percent of map unit:10 percent Landform:Deltas, outwash plains, terraces Landform position (two-dimensional):Footslope Landform position (three-dimensional):Tread, dip Down-slope shape:Concave Across-slope shape:Linear Hydric soil rating: No Scarboro Percent of map unit:10 percent Landform:Outwash terraces, deltas, outwash plains Landform position (two-dimensional):Toeslope Landform position (three-dimensional):Tread, dip Down-slope shape:Concave Across-slope shape:Concave Hydric soil rating: Yes Data Source Information Soil Survey Area: State of Connecticut Survey Area Data: Version 20, Jun 9, 2020 Map Unit Description: Walpole sandy loam, 0 to 3 percent slopes---State of Connecticut Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 4/26/2021 Page 2 of 2 APPENDIX D Water Quality Calculations 150 South Satellite Road – DPI Project No.:4652 April 30, 2021 Water Quality Volume Calculations Per 2004 Connecticut Stormwater Quality Manual, Section 7.4.1: Areas for Calculation: On Site to Water Quality Basin PP1 (P2) Drainage Area (acres) Impervious 0.422 Pervious 0.491 Total Area 0.913 %Impervious 46.2% Water Quality Volume (WQV) = (1”)(R)(A)/12, where: R = unitless volumetric runoff coefficient = 0.05 + 0.009(I), where: I = percent impervious cover of drainage area = 46.2% R = 0.05 + 0.009(I) R = 0.05 + 0.009(46.2) R = 0.466 A = drainage area in acres = 0.913 acres WQV = (1”)(R)(A acres)/12 inches per foot WQV = (1”)(0.466)(0.913 acres)/12 inches per foot WQV = 0.035 acre-feet required = 1,544 cft Proposed BMP The proposed basin is proposed to provide 5,360 cft (below orifice at Elev. 70.5). The basin will provide storage for 347% of the determined water quality volume draining to the basin. Type III 24-hr 100-yr Rainfall=7.90"4652 Hydrocad Printed 4/30/2021Prepared by {enter your company name here} HydroCAD® 10.00-20 s/n 09320 © 2017 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond Pond: POND Elevation (feet) Surface (sq-ft) Wetted (sq-ft) Storage (cubic-feet) 69.50 4,380 4,380 0 69.55 4,487 4,487 222 69.60 4,594 4,596 449 69.65 4,703 4,705 681 69.70 4,814 4,816 919 69.75 4,925 4,929 1,163 69.80 5,038 5,042 1,412 69.85 5,153 5,157 1,666 69.90 5,268 5,274 1,927 69.95 5,385 5,391 2,193 70.00 5,503 5,510 2,465 70.05 5,559 5,568 2,742 70.10 5,616 5,626 3,021 70.15 5,673 5,684 3,304 70.20 5,730 5,743 3,589 70.25 5,787 5,802 3,877 70.30 5,845 5,861 4,167 70.35 5,903 5,921 4,461 70.40 5,961 5,981 4,758 70.45 6,020 6,041 5,057 70.50 6,079 6,101 5,360 70.55 6,138 6,162 5,665 70.60 6,197 6,223 5,973 70.65 6,257 6,284 6,285 70.70 6,317 6,346 6,599 70.75 6,377 6,408 6,916 70.80 6,438 6,470 7,237 70.85 6,499 6,533 7,560 70.90 6,560 6,595 7,887 70.95 6,621 6,658 8,216 71.00 6,683 6,722 8,549 APPENDIX E Drainage Area Maps 7369717171 7172 72 73 70 esignrofessionals 7369717171 7172 72 73 70 esignrofessionals PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE:5/1 0/21 TO:Michael Maniscalco,Walter Summers,Jeff Doolittle,Molly Keays,Chris Dougan,Heather Oatis,Kevin Cooney,Tony Manfre, John Caldwell,Andrea Confrancesco,Mark Halibozek,Vincent StetsonFROM:Michele Lipe,AICP,Director of Planning The Flaming &Engineering Departments have received plans for the following projects: Appl 2 l -216P,Unitex Parking Lot Location:150 South Satellite Road &Site Plan Zone lDSubdivisionNo.Acres 1.4 &Industrial D Commercial D Residential No.Lots/Units B new street(s)B new detention area B new open space/recreation area a active Dpassive Planning Department notes: Please comment by 5/25/21 and retum to the Planning Department. Water:D Public D Private Well Sewerage:B Public D Septic System Project Description:Off site parking lot for 50 cars Future Town-owned property involved?D Yes B No P.O. BOX 1167 CIVIL & TRAFFIC ENGINEERS / LAND SURVEYORS / PLANNERS 5"mo eonaecticut, Massachusetts, F Rhode Wand Michele Lipe, AICP Director of Planning 1540 Sullivan Ave. South Windsor. CT 06074 Re: Response to Review Comments (emailed 6/3/21) App 21-26P Unitex, 150 South Satellite Road Dear Ms. Lipe: 21 JEFFREY DRIVE SOUTH WINDSOR, CT 06074 PHONE: 860.291.8755 FAX: 860.291.8757 www.designprofessionalsinc.com LANDSCAPE ARCHITECTS June 7, 2021 We are in receipt of your review comments referenced above. The following is a list of our responses to said comments. Your comments were repeated in italics, followed by our response in bold: 1. The buffer should addressed (suggested a row of evergreen plantings) and across section submitted. The landscape plan has been revised to include a row of evergreen plantings and a buffer cross section added to the plan set. 2. The application is subject to the EV charger regulations and should be addressed on the plan. We have revised the parking plan to 49 spaces, therefore the EV charger regulation no longer applies. 3. Consideration should be given to adding a walkway on the existing Unitex site so that employees crossing the street have a walkway to the building. The plans have been revised to include a walkway from the proposed parking lot to the Unitex building including a crosswalk on South Satellite Road. Please contact us with any questions. Sincerely, DESIGN PROFESSIONALS, INC. Suzan e P. Choate, P.E. 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LLC 7500031 31 BARBARA ROAD RAMIREZ RUBEN & STACY 84000187 187 SOUTH SATELLITE ROAD BRENAMATT PROPERTIES LLC 7500023 23 BARBARA ROAD HUYNH TUNG & 84000125 125 SOUTH SATELLITE ROAD GLOBAL TURBINE COMPONENT TECHNOLO LLC 84000201 201 SOUTH SATELLITE ROAD K R HOLDINGS LLC 408 PLEASANT VALLEY ROAD T & M BUILDING CO INC ©···esignrofessionalsesign rofessionals · · · esign rofessionals ©···esignrofessionals ©···esignrofessionals ©···esignrofessionals· · · ’ · · · · ’ · ©···esignrofessionals ©···esignrofessionalsSTAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." NOTES: MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. SET TOP OF ROOT BALL FLUSH TO GRADE OR 25MM-50MM (1"-2") HIGHER IN SLOWLY DRAINING SOILS. MULCH RING, 1800MM (6') DIA. MIN. 2400MM (8') DIA. PREFERRED 50MM (2") MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED-FREE FOR A MIN. OF THREE YEARS AFTER PLANTING. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DON'T COVER THE TOP OF THE ROOT BALL WITH SOIL. 100MM (4") HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL. REMOVE COMPLETELY IF SYNTHETIC IS USED. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOESN'T SHIFT. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200MM (8") INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. 1.NO MULCH WITHIN 3" OF TREE TRUNK 2.THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. TREES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM THE NURSERY DO NOT NEED TO BE WRAPPED EXCEPT TREES WITH VERY THIN BARK, SUCH AS RED MAPLE, SHOULD BE WRAPPED IF APPROVED BY THE LANDSCAPE ARCHITECT. TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, OPTION 2 APPLY THE PLASTIC SHEETING LOOSELY AROUND THE TRUNK TO LEAVE A 12MM (0.5") GAP BETWEEN THE TRUNK AND THE SHEETING. BUT NO LATER THAN 12 MONTHS AFTER PLANTING. OPTION 1 BIO-DEGRADABLE PLASTIC TAPE TWO-WALLED PLASTIC SHEETING OR TREE SHELTER MATERIAL APPLIED FROM TRUNK FLARE TO FIRST BRANCH BREATHABLE FABRIC TREE WRAP APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAP PAPER FROM THE BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER ALL BARK. BIO-DEGRADABLE PLASTIC TAPE WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOR QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST GROWING SEASON AFTER PLANTING. OUTSIDE THE EDGE OF THE ROOT BALL. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). NOTE: ALL STAKES SHALL BE DRIVEN 1200MM (4')13MM (0.5") DIAMETER PLASTIC HOSE GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. 2"x2"X8' HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL. PAINT TOP 6" OF STAKES ORANGE FOR VISIBILITY. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF LOAMY SOILS PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL STRUCTURE SHALL NOT BE PLATY OR NOTES: 2 X ROOT BALL DIAMETER NOTE: FOR DETAILED REQUIREMENTS RELATED TO THE PLANTING OF THE TREE IN THE IMPROVED SOIL, SEE "TREE PLANTING DETAIL."BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS, ADD 20% MAX. BY VOLUME COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL.LOAMY SOIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. 1:1 SLOPE ON SIDES OF PLANTING HOLE. UNEXCAVATED OR COMPACTED MOUND UNDER THE ROOT BALL TO PREVENT SETTLEMENT. 1.FOR TREES PLANTED IN NON-RESTRICTED SOIL CONDITIONS. 2.THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF 45 SQ. M (500 SQ. FT) Not to Scale TREE PLANTING DETAIL1 Not to Scale TREE WRAPPING DETAIL4 Not to Scale TREE STAKING DETAIL (3" CAL. OR SMALLER)3Not to Scale SOIL IMPROVEMENT DETAIL2 1" = 10' BUFFER CROSS SECTION5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.7 0.8 1.0 1.1 1.1 1.1 1.0 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.4 1.4 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.0 0.9 1.2 1.4 1.7 1.9 1.8 1.5 1.4 1.3 1.1 1.0 1.0 0.9 0.8 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.8 1.1 1.4 1.6 1.8 2.1 2.2 2.2 1.8 1.5 1.4 1.2 1.1 1.1 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.9 1.2 1.9 2.7 3.2 2.4 2.2 1.8 1.6 1.4 1.3 1.3 1.3 1.3 1.3 1.1 0.9 0.8 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.7 2.4 3.3 3.7 2.7 2.0 1.6 1.5 1.4 1.4 1.5 1.5 1.5 1.4 1.2 1.0 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.1 1.4 1.7 2.2 2.3 2.5 2.4 2.2 1.9 1.7 1.5 1.5 1.6 1.7 1.8 1.7 1.4 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.7 2.0 2.2 2.0 1.8 1.7 1.8 2.1 2.0 1.8 1.9 2.1 2.2 2.2 1.7 1.4 1.1 0.8 0.6 0.5 0.4 0.3 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.6 0.8 1.0 1.2 1.3 1.6 1.8 1.7 1.6 1.5 1.4 1.6 1.7 2.1 2.6 2.8 2.3 2.3 1.8 1.4 1.1 0.8 0.6 0.5 0.4 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.1 1.3 1.4 1.5 1.5 1.4 1.4 1.5 1.6 1.9 2.4 3.5 3.8 2.7 1.8 1.3 1.0 0.8 0.6 0.5 0.4 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.3 1.2 1.2 1.3 1.4 1.5 1.8 2.2 2.2 2.7 2.6 2.0 1.3 0.9 0.7 0.6 0.4 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.8 1.0 1.1 1.1 1.1 1.2 1.3 1.5 1.7 2.0 2.2 2.1 1.7 1.5 1.3 1.2 0.8 0.6 0.4 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.6 1.8 1.6 1.4 1.1 0.9 0.9 0.8 0.6 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.3 1.3 1.2 1.0 0.8 0.6 0.5 0.5 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.8 0.9 1.0 1.1 1.1 0.9 0.8 0.7 0.6 0.4 0.3 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.5 0.5 0.4 0.3 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.4 0.4 0.4 0.3 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 1 1 1 1 1 1 1 A @ 25' A @ 25' Statistics Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #2 0.5 fc 3.8 fc 0.0 fc N/A N/A Schedule Symbol Label QTY Manufacturer Catalog Number Description Lamp Filename Lumens per Lamp LLF Mounting Height Distribution A 2 Lithonia Lighting DSX1 LED P2 40K T4M MVOLT DSX1 LED P2 40K T4M MVOLT LED DSX1_LED_P2_40K_ T4M_MVOLT.ies 8707 8707.222 25'TYPE IV, SHORT, BUG RATING: B2 - U0 - G2 ©···esignrofessionals ©···esignrofessionals“ ” · ·” ·“” · · · © · · · esign rofessionals 72 733525 72.36 trv 3532 69.66 grnd 71717172 72 73 70 esignrofessionals©····· · · MEMORANDUM To: Michele Lipe, Director of Planning From: Jeff Doolittle, P.E., Town Engineer TO Date: June 17, 2021 Re: App 21-26P — Unitex PL SP 150 South Satellite Rd I have reviewed the above Site Plan and have the following comments 1. The curb on the west side of the parking lot can be eliminated so water can sheet flow off the pavement. Provide a 2 ft wide stone strip along the edge of the pavement and then grass into the detention basin 2. Show more elevations, slope and details for the proposed underdrain pipe from the DB to the CB in S Satellite Rd. 3. The Town will be repaving South Satellite Road to 30 feet wide and will be moving the southern curb line and CBs north about 6-7 feet this summer. New bituminous curb and CB's will be constructed there and the driveway into this parking lot can be installed in the new curb line. Please let me know if there are any questions. AM #21-26P, Unitex Parking Lot, South Satellite Rd 6-22-21 Planning Department Report Request for site plan approval for off -site parking at 150 So Satellite Road, I zone, in accordance with the provisions of Section 6.4.7. The proposed parking lot will be for employees of Unitex located across the street at 145 Ident Road. 2. Criteria for off -site parking per Section 6.4.7.0 include: the building the parking lot serves must within 600 feet of the lot. A waiver is required when the off -site parking lot requires crossing of a public street to access the primary facility. The applicant must demonstrate that there is no other practical and feasible solution and that the proposed road crossing does not create an unsafe condition. This application is in response to address an existing parking problem that has existed for many years. The applicant has proposed a pedestrian crosswalk across South Satellite Road to connect to a sidewalk that will bring pedestrians to the building entrance on the Unitex site. There are also showing a sidewalk proposed along the property frontage. This piece of sidewalk will connect with to other sidewalk that are required to be built along South Satellite under a previous subdivision approval. 4. The proposed parking lot will accommodate 49 spaces. Proposed impervious coverage is 29.3%, maximum impervious coverage allowed is 65%. Interior landscaping is 10.4%; 10% required. Proposed lighting is very low intensity, with full cutoff fixtures on 25' poles. There is no spillover lighting at the residential site boundary to the south. The Commission may want to include an approval condition that parking lot lights be turned off within an hour of the close of business. 6. There is a buffer requirement as this lot is adjacent to residentially -zoned property to the south. The plans show that the 50 feet buffer area will remain untouched and the existing tree, primarily deciduous, will remain. The applicant is proposing to supplement the buffer with a row of arborvitaes at the southern end of the parking field. 7. There are regulated wetlands on this site. IWA/CC approval was granted in June 2, 2021 with no unusual approval conditions and bonds in the amount of $15,000 for installation of storm water controls and $20,00 for maintenance of erosion controls. If this application is approved, the Planning Dept has no additional comments. 3 3 6 33 22 26 85 10 3842 5543 18 30 79 25 34 79 6137 51 90 14 41 15 29 50 59 275 304 274 120 287 316 187 125 290 241 230 145 220 253 210279 261 308 278 161 201 320 283 245 150 161 224 271 100 408 175 312 240 282 291 139 270 216 249 300 170 µ1 inch = 100 feet The information on this map is from a computer database accessed using a Geographic Information System (GIS). This is not a surveyproduct. The data provided on this map are provided for informationaland planning purposes only. The Town makes no claims or guaranteesabout the accuracy or currency of the contents of this map and expresslydisclaims liability for errors and omissions in its contents. Unauthorizedattempts to modify any information shown on this map or utilize thismap for other than its intended purposes are prohibited. Each user of thismap is responsible for determining its suitability for his or her intendeduse or purpose. In no event will the Town of South Windsor be liable forany damages, including loss of data, lost profits, business interruption,loss of business information or other pecuniary loss that might arise fromthe use of this map or the information it contains. Appl# 21-26PUniitex, 150 South Satellite Rd SOWN sfq` s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SORION� TELEPHONE (860) 644-2511 CERTIFIED MAIL 7019 2280 0001 5119 0310 June 23, 2021 Steven Gottlieb, Chief Financial Officer Unitex 145 South Satellite Rd. South Windsor, CT 06074 Dear Mr. Gottlieb Re: Appl 21-26P Unitex- request for a site plan of development to create an off -site parking lot with 49 parking spaces on 1.4 acres, on property located at 150 South Satellite Road, I zone We are pleased to advise you that the Planning & Zoning Commission voted on June 22, 2021 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of an off -site, 49 space parking lot on property located at 150 South Satellite Road, I zone as shown on plans prepared by Design Professionals, Job No. 4652 as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including bonds in the amount of $15,000 to ensure compliance with the erosion and sediment control measures and $ 20,000 to ensure establishment of storm water system. 4. A landscape bond in the amount of $5,000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. The building street number must be included on the final plan. 9. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 10. All free-standing signs and/or building signs require the issuance of a sign permit before they are erected. 11. A waiver has been granted to 6.4.7C to allow the off -site parking lot across the public street. 12. Engineering comments dated 6-17-21 must be incorporated into the final plans. Black and white transparent mylars of Sheet C-Tl, C-SPI 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. Sincerely, Bart Pacekonis, Chairman Planning and Zoning Commission BP/cgo cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals zi-7U »ice'; Unitex 565 Taxter Road, Suite 620 Elmsford, NY 10523 Phone: 914-840-3205 Steve Gottlieb - Chief Financial Officer sgottlieb@unitex.com July 8, 2021 Planning Department Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Attention; Unitex Textile Services -A&P Coat, Apron & Linen Supply Shared Textile Services - Med-Apparel Services — Ledyard Street LLC Enclosed please find the following in connection with the location at 150 South Satellite Road, across the street from the Unitex plant: Check for $25 for the escrow fee Bank check for $15,000 for erosion escrow Bank check for $20,000 stormwater escrow W9 form Thank you for your assistance in this matter. Regards 5%�o- Steve Gottlieb Chief Financial Officer 1540 SULLIVAN AVENUE 0 SOUTH WINDSOR,CT 06074 TELEPHONE (860)644—2511 September 17,2021 Unitex Textile Rental Service John Onofrio 145 S.Satellite Rd South Windsor,CT 06074 Dear Mr.Onomo: Re:9—2-2021 Preconstruction Meeting for Appl.21-26P Unitex Parking Lot -150 S.Satellite Rd IN ATTENDANCE The following is a brief summary ofpoints discussed during the meeting: Erosion and Sedimentation Control l.All erosion and sedimentation control measures are to be in place prior to earth moving operations ineachareaandmaintained/cleaned out during construction.Call Jeffrey Folger,Senior EnvironmentalPlannerforinspectionwhenmeasuresareinplace,prior to commencement of site work or if any problems/concerns arise during construction at 860—644—2511 Ext.229. 2.All topsoil stockpile areas to be protected (ringed with haybales or equal). 3.The Town currently has $15,000 in Erosion and Sedimentation,$20,000 in Storm water,and $5,000inLandscapingBonds. 4.During construction,a crushed stone tracking pad may need to be installed and maintained tominimizetrackingofdirt/gravel on to S.Satellite Rd.Calcium chloride or water is to be used for dustcontrolasrequired. 5.Install and stabilize the detention basin on site first. Name Company E-MAIL Phone numberJeffreyFolgerSWPlanningieffrev.folger@southMndsor—ct.gov 644—2511 x229JeffreyDoolittleSWEngineeringiefiiev.doolittle@southwindsor—ct.gov 644-2511 x245BernieDrabekSWEngineeringbemard.drabek@southwindsor—ct.gov 644-2511 x241JasonScottSWEngineeringjason.scott@southwindsor-ct;gov 644-251 1 x257SuzanneSehoateDPIschoate@designprofessionalsinceom860-291-8755JohnOnofrioUnitexi0nofrio@unitex.com 860—555-0657JoeSmithCCEcce4email@aol.com 860—250—4818 Public Works 1.Three complete sets of approved/revised plans to be provided to Town prior to start ofconstruction.They will be stamped by the Planning Department along with plans developerneeds.Only approved plans are to be used on the job site. The Engineering Department is to be notified forty-eight (48)hours prior to the start of majorconstructionworkinS.Satellite Rd with inspections and testing per Developers Checklist for thefollowing: a.After site is staked out b.All drainage work c.Placement of bituminous concrete,two (2)inch layers maximum d.New sidewalk base,forms,concrete .Certification of gravel used as subbase and processed stone for base are requested from anapprovedtestingcompany No subgrade formation/base in frozen ground/snow.Same for pipe/structure installation. 5.An as built plan will be required for the improvements to the site. Town of South Windsor will install bituminous curb along the road,and will leave an opening forthedriveway. A Street Excavation permit is needed for the new driveway.This can be obtained from the SouthWindsorEngineeringDept.The fee is $50.A Bond and Certificate of Insurance are required. As built plans are to include horizontal and vertical location of all drains,underdrains,andutilitieslocatedasperrevisedas-built checklist. All pipe and structures to be backfilled with free draining material compacted in maximum onefootliftswithapprovedcompactionequipmentorapprovedequalifdeeptrenchisencountered.Any pipe or structure work requires inspection prior to backfilling. lO.Any problems and/or questions regarding construction of this project will be directed to JoeSmithinthefieldatcellphone(860)250—4818. ll.All filling to be done in accordance with Department of Transportation specificationsfTo becompactedinmaximumliftsandtestedasnecessary. l2. l3. Job meetings will be held as needed,and can be called by the developer or Town. Any proposed changes are to be presented to the Engineering or Planning Department prior toimplementationonchangeorderforminquadruplicatewith4copiesofthedrawing.Town willattempttotumaroundwithin24hours. Normal hours of operation 7:00 am.—5:00 p.m.,no work on Sunday. The Contractor will core into the back of the existing CB on S.Satellite Rd near the site for the6”drain from the detention basin. No paving after October 15 or before April 15 without written approval from Director of PublicWorks. Any unfinished site work will be bonded prior to Engineering and Planning Department sign—offsforaCertificateofCompletion. l4. l5. l6. l7. PlanningDepartment 1.Landscaping is to be installed in accordance with the approved landscaping plan.If there arechangesrequired,contact the Planning Department.Additional landscaping installed on one partofasitewillnotprecludeplantingalloftheremainingitemsshownonthelandscapingplan.2.All bonds required;mylar already on file. 3.Sign permits are required for all temporary and permanent signs. 4.A Certificate of Lighting Compliance will be needed for the installation of the parking lot lights. Utilities l.Contact utilities for coordination of utilities connection. Police Services l.Emergency phone numbers for the duration of the construction may be provided to Police Services onacompanyletterhead.If the developer occupies or owns the building after construction emergencynumbersmustbeprovidedtoPoliceServices. 2.All buildings located on property that abuts a public highway must be numbered and visible from thestreet.All numbering shall comply with Town Ordinance 6—800 through 6-802. 3.Barns,garages,and outbuildings,which are located on the same premises as a numbered structure,areexcluded. 4.Erect temporary sign on the site during construction identifying the proj ect. If an alarm is to be installed contact Police Services. Buildi1_1g_Department 1.An Electrical Permit is needed hom the Building Dept.for electrical work associated with the parkinglotlightsandanyothernewlightsonsite. Tony Manfre,Superintendent of Pollution ControlWalterSummers,Fire MarshalUtilities Very truly yours,‘VM/ew QwzpJeffreyDoolitte Town EngineerJF/as cc:Michele Lipe,Director of FlamingKennethRich,Building Official PLANNING DEPARTMENT September 3 0,2022 Unitex Textile Services LLC 401 South Macquesten Parkway Mount Vernon,NY 10550 To Whom It May Concern : Re:Appl.21-26P,Unitex E&S,Landscape and Stormwater Bonds I am pleased to advise you that the South Windsor Planning and Zoning Commission,atitsRegularMeetingonSeptember272022,voted to release the following bond: Appl.21-26P Unitex Landscape Bond in the amount of $5,000 reduced by $5,000 to leaveabalanceof—0-. Appl.21—26P Unitex E&S Bond in the amount of $15,000 reduced by $15,000 to leave abalanceof—0—. Appl.21—26P Unitex Stormwater Bond in the amount of $20,000 reduced by $20,000 toleaveabalanceof—0-. A check in the amount of $40,000 plus any interest accrued will be mailed to you. Very truly yours, %mW Bart Pacekonis,Chairman PLANNING &ZONING COMMISSIONBP/cgo 1540 Sullivan Avenue,South Windsor,CT 06074 Tel (86B)544—2511 Ext 329 l Planning@30uthWindsor-CT.gnv