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CAS-36_PINEHURST (3)F r] The contents of this file have been scanned. Do not add anything to it unless it has been scanned. 5 I --- - • — — I — 104 -r n^ , 1046 1 X040 _- 042 30) /V V IO� g g� 10� 1 II cl, 0 CO I o o 0�0 L o DOv I I �`� 0j0 � gII) 9Z0: tJZO 1 01 \ ,yZvt-- - �_- QC�CiCPi t� �J��jJ•Gf (,Fh ErSiil�. U.rb SAD NO" �117 7 1030 g i v 1028 rttLH j 24 POH �2`t7-- POH POH — 020 --A A — 'l t J%% L_/-11bA � -_ [t7 016 I 101 8101 Z �0 9101 ,0�0�` g00� 900 CARR ��,�n9 Cam` 210East Frontage Road Waconia, MN 55387 h 1946 Phone: 952-442-5101 && Wi4►TER �o 4hh, sxcp Fax: 952-442-5497 NSERVATION DISTRICT http://www.co.carver.=.us/SWCDISWCD mahLhtml Mission Statement: To provide leadership in conservation and teach stewardship of the soil, water, and related resources through a balanced, cooperative program that protects, restores, and improves those resources. March 4, 2005 Matt Saam, PE City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Re: Pinehurst Development Mr. Saam: The SWCD has taken the opportunity to review the Pinehurst Development. The plan reviewed is dated 2/21/05. Please review and consider the following comments and suggestions regarding erosion and sediment controls and stormwater / dewatering and SWPPP concerns. Erosion Control Any 3:1 slopes longer than 75 feet in length should be broken up into sections with fiber rolls on the contour following blanket application. Sediment Control 1. A barricade to discourage construction traffic or an additional rock exit will be needed at Manchester Drive. 2. The silt fence ends should be installed in a `smile' or be wrapped back up slope in the area of Pineburst Drive and Co Rd. 117 intersection. 3. Connection of the silt fence is needed in the area of the retaining wall in Outlot B. Stormwater / Dewatering 1. It is recommended to tie the stormwater discharge from the storm sewer flared end just north of Amberwood Lane culdesac into the stormsewer if possible. There is a future long term erosion concern from the flared end discharging stormwater over the slope onto Amberwood Lane the way it is currently planned. 2. The temporary dewatering channels need a temporary sediment trap (for drainage areas less than 5 acres) and temporary sediment basins for drainage areas greater than 5 acres. Temporary dewatering channels (Alder Way, Amberwood Lane and Edgewood Court areas specifically) should not rely on fiber rolls for pretreatment; fiber rolls will likely be inadequate for pretreatment requirements during dewatering. 3. It is recommended to avoid disturbing soil in the drainage swale which takes water from the north to the ravine south of proposed Amberwood Lane. Once work must take place in this area, a temporary sediment basin will be needed and phasing of the area and stormsewer and stabilization will be important to minimize potential for erosion. SWPPP Enclosed is a SWPPP review checklist for review. Items not marked with an `x' need attention or are missing from the SWPPP. An example SWPPP is enclosed for the engineer / developer for reference. If there are any questions or if I can be of further assistance please contact the SWCD office. Sincerely, Aaron Mlynek, CPESC Urban Conservation Technician c. Lori Haak, City Water Resource Coordinator (email) Bob Generous, City Senior Planner (email) AN EQUAL OPPORTUNITY EMPLOYER $Gomm rmd nous v+d' nca a3tvM rvaots ., 1N3WdOl3/� S H AdVNI9VWI NW '3l'IIAIIt/WS 3MItl33N]'JN33N3Y ° n evma ti vim moi q C O w 3552 5 .3E o6 m „„ 45: S� g Eu g 5 A -Yo 0 9 yu oV a9- `o E as ,i:3 °fi ag �E 8 a 6 yEfi" 5 o"e ; u 1�5 ;,i SQ 3 �fi vE �E Ery q G v q 9$ 5€ .La g2°^-', ga hes C� u 8a fifi as 22 EF o E `o o q ' u G2+n¢ go fii 5'c c5 �wE3 g'c -''� 5 s 2E3 a -Y>fi r 3.t° O Yg Eli cE'� m : 8 wqa q Gi o r U -mm J $a 3a sga� a�W a°- sm Z8a R5 0 .0a- °sfi�� .�� °'a5„ �j� .5� <a 61-0 ze=_ g5 B.3 a� 828 8E e99 as bm°-m . oEa mmg 5 3w gy a8 sig os mq.1? SE OeiN 9c a3 °o. 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Fv'i�n. c°O o �fi fi3 `o S.L 8.e F+m & Stormwater Pollution Prevention Plan Checklist SWPPP contains a combination of ,narrative plan sheets standard detail sheets (where appropriate) Does the SWPPP Narrative: ,)< Address Describe the nature of the construction activity? /y)' Address the potential for a discharge of sediment and/or other potential pollutants from the site? ❑ Identify the person who will oversee the SWPPP implementation? ❑ Identify the entity responsible for long term O&M of the permanent storm water management system? ❑ List the chain of responsibility for SWPPP implementation for all operators on the site? ❑ Describe of installation timing for all ESC BMPs? �Ek Describe procedures to establish additional temporary ESC BMPs as necessary for site conditions? ❑ Describe final stabilization methods for all exposed areas? (may be in narrative or on plan sheets) ❑ Identify storm water management measures needed to mitigate impacts identified as a result of environmental, historical, archaeological, or rare species reviews conducted for the project? Identify additional measures being taken to protect Drinking Water Supply Management Areas? If site discharges to impaired reach, identify any site areas discharging to the impaired reach? Do plan sheets identify: Existing and final grades? Locations and types of all temporary and permanent ESC BMPs? Stormwater flow directions and surface water divides for all pre- and post -construction drainage areas? Impervious areas? Soil types? Locations of areas not to be disturbed? Limits of construction phases? Locations of all wetlands and surface waters that will receive pre- or post -construction site mnotf (if don't fit on the plan sheets, an arrow to note the direction and distance)? Standard plates or specifications: ❑ Are standard plates or specifications included where appropriate? Part III - Stormwater Discharge Design Requirements Are Temporary Sediment Basins required on site? (10 acres draining to common location) If Yes, are they: Adequately sized — 2yr, 24hr storm min. 1,800 ft;/acre; OR no talc. min. 3,600f /acre? Designed to prevent short circuiting? Are outlets designed to remove floating debris? Are outlets designed to allow complete drawdown? Do outlets have energy dissipation? Have a stabilized emergency spillway? XPermanent Stormwater Management System o Is calculation of new impervious surface included in SWPPP? o Are calculations for permanent stormwater management system included (water quality volume of 1/2 inch of runoff)? u rt Are there areas of the project where typical treatment methods are not feasible? (up to l% of project size or 3 cumulative acres OR proximity to bedrock OR road projects lacking of right of way) If yes, has effort been made to provide some treatment using alternatives? o Grassed swales Smaller ponds o t chambers 0 ,Tnich method of permanent stormwater treatment has been selected? Wet sedimentation basin Permanent volume of 1800 ft' below outlet pipe for each acre draining Minimum depth of 3 ft; maximum depth of 10 ft 4 Configured so scour or resuspension is minimized Water quality volume is'h inch of runoff from new impervious surfaces Basin outlets designed to discharge at less than 5.66 cfs per acre of pond Basin outlets designed to prevent short circuiting Basin outlets designed to prevent discharge of floatables Stabilized emergency overflow Is adequate maintenance access provided? Infiltration/filtration ❑ Is infiltration/filtration appropriate to the site and land uses? ❑ Is infiltration system not excavated to final grade until drainage area constructed and stabilized? ❑ Are rigorous sediment and erosion controls used to keep sediment and runoff away? ❑ Is a pretreatment device used? ❑ Is the system sufficient to infiltrate or filter the appropriate water quality volume? ❑ Can water quality volume be discharged in 48 hours or less? o If not, are they routed through stabilized discharge point? ❑ Is there a way to visually verify the system is operating as designed? ❑ Has appropriate testing been conducted to ensure a minimum of 3 feet of separation? ❑ Are calculations and computer model results included to demonstrate the design adequacy of the infiltration system? ❑ Is adequate maintenance access provided? ❑ Does the maintenance plan identify who will perform future maintenance? Regional ponds ❑ Is written authorization from owner of regional pond included in SWPPP? ❑ Is there no significant degradation of waterways between project and regional pond? ❑ Does regional pond design conform to the permit requirements for wet sedimentation basin? Combination of practices ❑ Is the entire water quality volume be accounted for? ❑ Are computer models and/or calculations included in the SWPPP? lltemative method ❑ SWPPP, including the Alternative Method documentation, to MPCA for review and approval at least 90 days prior to the proposed starting date of construction activity. Part IV — Construction Activity Requirements Addresses erosion prevention measures: Are areas not to be disturbed delineated on plans? o Has appropriate construction phasing been implemented? )Y Do exposed soils with positive slope within 200 feet of surface water have erosion protection/cover? Are wetted perimeters of ditches stabilized within 200 feet of surface water? o Do pipe outlets have energy dissipation within 24 hours of connecting? Addresses sediment control measures: Are slopes with a 3:1 grade broken up into lengths less than 75 feet? ?, C - 1 C 1 4 -7 - / as r -:T �( Are sediment control practices established on down gradient perimeters? o Are all inlets protected? o Do stockpiles have sediment control and placed in areas away from surface waters? Do construction site entrances minimize street tracking? Addre ses dewatering and basin draining: Is there a plan in place for dewatering so as to not cause nuisance conditions, erosion, or inundation Addresses inspections and maintenance: o Identifies the person who will oversee the BMP inspection and maintenance? 0 0 o Inspections performed once every 7 days o Inspections performed within 24 brs of a rain event greater than 0.5 in/24 hr o Inspection and Maintenance records include ❑ Date and time of inspection ❑ Name of person(s) conducting inspections ❑ Finding of inspections and recommendations for corrective actions ❑ Date and amount of rainfall events greater than 0.5 in/24 hr o Maintenance performed ❑ Silt fence repaired/replaced/supplemented when nonfunctional, or 1/3 full; within 24 hours ❑ Sediment basins drained and sediment removed when reaches %: storage volume; within 72 hours ❑ Sediment removed from surface waters within 7 days ❑ Construction site exits inspected, tracked sediment removed within 24 hours Addresses pollution prevention management measures: Solid waste disposed properly; comply with MFCA requirements Hazardous waste stored (secondary containment, restricted access) and disposed in compliance with MPCA requirements External washing of vehicles limited. Runoff contained and waste properly disposed No engine degreasing allowed on site ❑ Addresses final stabilization: o Stabilization by uniform perennial vegetative cover (70% density) o Drainage ditches stabilized o All temporary synthetic and structural BMPs removed o Clean out sediment from conveyances and sedimentation basins (return to design capacity) o If residential — distribute homeowner factsheet o Submit NOT Relents of Appendix A Does this site drain to a discharge point on the project that is within 2000 feet of a Special Water? Which Tvne of Special Water? o Wilderness Areas o Mississippi River o Scenic or Recreational river o Lake Superior o Lake Trout Lakes o Trout Lakes Scientific & Natural areas Trout Streams BMP Cateeory C.1, C.2, C.3, CA C.1, C.2, C.3 C.1, C.2, C.3 C.1, C.2, C.3 C.1, C.2, C.3, CA C.1, C.2, C.3, CA C.1, C.2, C.3, CA C.1, C.2, C.3; C.5 Ar�BMPs required for that Special Water shown on plans? MP Cateaory Requirement 0 1 protect slopes/provide temp basin for 5 acres draining to common location o C. treat water quality volume of lurch of runoff o C.3 maintain buffer zone of 100 Imear feet from Special Water o CA post project volume./rate control o C.5 temperature controls �j Does this site discharge to wetlands? Has wetland mitigative sequence been followed? DATE February 24, 2005 FILE NO. 0436 PROJECT Pinehurst WATER QUALITY WATER QUANTITY P SWMP FEE WORKSHEET Site Area m Acres ROW (CR 117) Outlot A (Wetland) Outlot B (Ponding) Assessable area ZONING CLASSIFICATION FEES Rate per Acre Ilm� 28.03 (0.27) (2.92) (1.16) 23.68 Acres Total $ 1,093.00 23.68 $ 25,882.24 Rate per Acre Acres Total $ 2,705.00 23.68 $ 64,054.40 CREDITS ITEM UNIT QUANTITY 50% UNIT PRICE TOTAL PRICE Storm water pond Outlet structure acre each 21.78 1.00 0.5 $ 1,093.00 $ 2,500.00 $ 11,902.77 $ 2,500.00 S 14,402.77 SWW FEE $ 89,936.64 SWMP CREDITS $ 14,402.77 TOTAL SWMP FEE $ 75,533.87 SCANNED PINEHURST Chanhassen, Minnesota Landscape Cost Estimate - 2/21/05 Qty. Code Common Name / Botannical Name Size Unit Cost Total 24 SM Sugar Maple/Acer saccharum 2.5" BB $300 $7,200 20 ABM Autumn Blaze Maple/Acer x'Jeffersred' 2.5" BB $300 $6,000 19 SHL Skyline Hone locust/Gleditsia triacanthos inermis'Sk cote' 2.5" BB $300 $5,700 19 FGA Fall old Ash/Fraxinus ni ra'Fall old' 2.5" BB $300 $5,700 18 PA Patmore Ash/Fraxinus enns Ivanica'Patmore' 2.5" BB $300 $5,400 5 SWO Swamp White Oak/Quercus bicolor 2.5" BB $300 $1,500 6 RO Red Oak/Quercus rubra 2.5" BB $300 $1,800 11 FE Frontier Elm/Ulmus parvifolia'Frontier' 2.5" BB $300 $3,300 31 BHS Black Hills Spruce/Picea glauca var. densata 6' BB $275 $8,525 7 BHS -2 Black Hills Spruce/Picea glauca var. densata 12' BB $400 $2,800 29 PP Ponderosa Pine/Pinus ponderosa 6' BB $275 $7,975 31 WP White Pine/Pinus strobus 6' BB $275 $8,525 26 RP Red Pine/Pinus resinosa 6' BB $275 $7,150 10 RP -2 Red Pine/Pinus resinosa 12' BB $400 $4,000 3 PC Prairiefire Craba le/Malus x'Prairiefire' 1.5" BB $200 $600 7 HJ Hughes Juni er/Juni erus horizintalis'Hu hes' #5 Cont. $45 $315 15 FG Flame Grass/Miscanthus sinensis'Pur urascens' #3 Cont. $45 $675 44 SDO Stella De Oro Da lil /Hemerocalis'Stella De Oro' #1 Cont. $10 $440 7 GC Goldsturm Coneflower/Rudbeckia'Goldsturm' #1 Cont. $10 $70 207 FGS Fire low Sedum/Sedum 'Fire low' 6 Cell Pk. $2 $414 TOTAL $78,089 CIN RECEWNEHDASSEN FEB 2 2 2005 ENGINEERING DEPT. SCANNED L] 0 0 0 FAX COVER SHEET CfffQF Date: &)Z - a I - e)':� CWM Company: Mi�eJO ` 3 r 7700 Market Blvd. Attention: P.O. Box 147 Chanhassen, MN 55317 Fax Number: �_�CS General Phone: 952-227-1100 Sent By: 7r10y l,Q ✓�� Z Administrative Fax. 952-227-1110 Bldg/Inspections Fax: 952-227-1190 Direct Dial No: Engineering Fax: 952-227-1170 Park/Recreation Fax: 952-227-1110 Planning Fax: 952-227-1110 Sending pages, including cover page. Public Works Fax: 952-227-1310 Recreation Center Fax: 952-227-1404 ❑ Please find the information you requested Web Address: www.ci.chanhassen.mn.us 0000*"Please review and call me ❑ Please call to confirm receipt of this fax ., Lap sit-�-- Sx�C If you do not receive all pages, or are experiencing other problems in transmission, please call the sender at his or her direct dial number. SCANNED While Lake Lucy Road will still have to be cut into, staff believes that the developer has done all that can be expected to address our concerns. We are now The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play. MY OF MEMORANUDM CI11il1NSEN TO: Kate Aanenson, Community Development Director 770 Market Boulevard PO Boz 147 FROM: Matt Saam, Assistant City g Engineer Chanhassen, MN 55317 January 10, 2005 AdministrationDATE: Phone, 952.227.1100 Fax. 952227.1110 SUBJ: Update to City Council on Sanitary Sewer Alignment for Pinehurst Land Use Review File No. 04-08 Building Inspections Phone: 952.227 1180 Fax: 952.227.1190 Previously, staff and the developer had differences of opinion on the proposed Engineering sanitary sewer alignment for this project. The differences centered on a proposed Phone: 952227.1160 Fax: 952.227.1170 western sewer line which would serve the western two-thirds of this property. Staff was concerned with the proposal for the following reasons: Finance Phone: 952.227.1140 Fax: 952.227.1110 a. Sewer alignment routed the line through a City -owned parcel south of the development. This parcel was originally acquired as a possible future well Park 8 52227.1120 site and the location of the line through the center of the parcel could limit Phone: 952221.1120 Fax: 952.227. 1110 the placement of a well on—site. Recreation Center 2310 Coulter Boulevard b. The alignment made two, sharp 90° bends in addition to having a steep Phone: 952227.1400 pipe grade (9%+). This caused concerns with future maintenance and Fax: 952.227,1404 premature degradation of the manhole interiors. Planning & Natural Resources C. The alignment routed the sewer down a steep slope of 3:1 and greater. P2.211 The concern here was long—term stabilization of the slope on the City's Fax: 952.227.1110 property after construction. Public Works 1591 Park Road d. The alignment required the open -cutting of Lake Lucy Road in order to Phone: 952.227.130 Fax: 952.227.1310 drain the sewer to an existing manhole in Lake Lucy Road. The concern was to try and limit the open -cutting of Lake Lucy Road. Senior Cerner Phone: 952227.1125 Fax: 952227.1110 Staff met with the developer and presented these concerns. The developer has now come back with an alternate proposal (see attachment). The alternate SRO proposal proposal includes: directional boring of the sewer line on a more "straight shot" .. www.ci.cheb alignment which eliminates the two 90° bends; dropping the pipe slope from a steep 9%+ to a more common 7% maximum slope; and moving the proposed pipe alignment over to the east so that it doesn't bisect the City property in the center. hi addition, by directionally boring the pipe, the concern over long-term stabilization of the hill slope goes away and no additional trees need to be removed. While Lake Lucy Road will still have to be cut into, staff believes that the developer has done all that can be expected to address our concerns. We are now The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play. y • • Kate Aanenson January 10, 2005 Page 2 recommending approval of the revised western sanitary sewer alignment as proposed. The only condition staff is recommending is to revise the east property line of Lot 16 so that it follows the proposed sewer line. Staff has confirmed that this revision will still provide sufficient lot area for the abutting Lots 17 and 18. RECOMMENDED CONDITIONS OF APPROVAL 1. Delete Condition 5.q. of the staff report. 2. Revise the eastern property line of Lot 16 to follow the proposed sanitary sewer line. Attachment: Alternate Sewer Alignment dated 1/7/05. c: Paul Oehme, City Engineer/Dir. of Public Works Nathan Franzen, Plowshares Development gAeng\projects\pioeh=t (m ciao pmp.)Wpdate 1-1"5.doc O 00 h� �O ' .+a3 Of ' C 056 �` `\V i l 9- ♦ � �= ' z f- 1 o / I ' 00 �C) j 1 v 10 p I l - 00 /� L In addition, it appears that a large portion of the western end of the site is being filled. This filling requires the use of five retaining walls on the western end of the site. Staff would recommend that the applicant lower the western end of the site in the area of the two private drives. This will help to minimize the overall The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Upon review of the plans submitted by Westwood, Inc. dated November 5, 2004, Engineering Phone: 952.227.1160 CITY OF MEMORANDUM CHMNSEN TO: Bob Generous, Senior Planner 7700 Market Boulevard i0 PB Box 147 FROM: Mak Sweidan, Engineer -f Chanhassen, MN 55317 (65% of the parcel.) The existing parcel has a wide variety of grade changes Pad A Recreation within its limits. The site elevations range from a high of 1070± to a low of DATE: November 30, 2004 Administration both develop and minimize grading. The plans propose to grade about 75-80% of 2310 Coulter Boulevard Phone: 952.227.1100 Phone: 952 227.1400 a stormwater pond. The proposed grading will prepare the site for full basement, Fax: 952.227.1110 SUBJ: Preliminary Plat Review of Pinehurst numerous locations throughout the site. The applicant must be aware that any Natural Resources Land Use Review File No. 04-08 Building Inspections engineer and a permit from the city building department must be obtained. In Phone: 952.227.1180 Public works a public easement. Fax: 952.227.1190 Phone: 952.227.1300 Fax: 952.227.1310 In addition, it appears that a large portion of the western end of the site is being filled. This filling requires the use of five retaining walls on the western end of the site. Staff would recommend that the applicant lower the western end of the site in the area of the two private drives. This will help to minimize the overall The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Upon review of the plans submitted by Westwood, Inc. dated November 5, 2004, Engineering Phone: 952.227.1160 I offer the following comments and recommendations: Fax: 952.227 1170 GRADING, DRAINAGE & EROSION CONTROL Finance Phone: 952 227.1140 Fax: 952.227.1110 The existing site is about 27 acres and has tree cover over approximately 18 acres (65% of the parcel.) The existing parcel has a wide variety of grade changes Pad A Recreation within its limits. The site elevations range from a high of 1070± to a low of Phone: 952.227.1120 Fax: 952.227.1110 1006±. These severe elevation differences make this site a challenging one to Recreation Center both develop and minimize grading. The plans propose to grade about 75-80% of 2310 Coulter Boulevard the site for the 43 new house pads, a proposed street system, three cul-de-sacs and Phone: 952 227.1400 a stormwater pond. The proposed grading will prepare the site for full basement, Fax: 952.227.1404 look -out and walk -out type house pads. Retaining walls are proposed in Planning A numerous locations throughout the site. The applicant must be aware that any Natural Resources retaining wall over four feet in height must be designed by a registered civil Phone 2227 1138 Fax: 952.227.1110 engineer and a permit from the city building department must be obtained. In addition, encroachment agreements will be required for any retaining wall within Public works a public easement. 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Staff does have a couple areas of concern in regards to the grading. The proposed housepad on Lot 27, Block I has steep slopes draining to or away from it on three Senior Center out of the four sides. In staffs opinion, this grading design makes the lot Phone: 952.227.111125 Fax: 952.227.1110 undesirable at best. Also, there are two retaining walls just south of the lot which are adjacent to the proposed pond. If Lot 27 were eliminated, the pond could be web sue shifted to the north which would eliminate the need for the southerly portions of www.ci.chanhassen.mn.us the retaining walls. Because of the above reasons, staff is recommending that Lot 27, Block 1 be eliminated. In addition, it appears that a large portion of the western end of the site is being filled. This filling requires the use of five retaining walls on the western end of the site. Staff would recommend that the applicant lower the western end of the site in the area of the two private drives. This will help to minimize the overall The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. • • Bob Generous November 30, 2004 Page 2 amount of grading in the area, decrease the size of the retaining walls, and better match the existing topography of the area. The existing site drainage is encompassed within two different drainage areas. Under existing conditions, the western part of the site drains off-site to an existing wetland to the west; the eastern part of the site drains off-site to the south. Under developed conditions, the applicant is proposing to capture all of the street drainage, all of the frontyard drainage and some rearyard drainage from the interior lots. This stormwater will be conveyed via storm sewer to a proposed pond in the south center of the site for treatment. The proposed pond must be designed to National Urban Runoff Program (NURP) standards with maximum 3:1 slopes and a 10:1 bench at the NWL. In addition, the proposed ponding must be sized to accommodate the drainage generated from the property to the north, as shown in the City's Surface Water Management Plan (SWMP). Drainage calculations for the site have been submitted and some changes remain. The applicant is required to meet the existing site runoff rates for the 10 -year and 100 -year, 24-hour storm events. Storm sewer sizing calculations must be submitted at the time of final plat application. The storm sewer must be sized for a 10 -year, 24-hour storm event. Drainage and utility easements must be dedicated on the final plat over the public storm drainage system including ponds, drainage swales, and wetlands up to the 100 -year flood level. Proposed erosion control must be developed in accordance with the City's Best Management Practice Handbook (BMPH). Staff recommends that Type II silt fence, which is a heavy duty fence, be used adjacent to the existing wetland, existing creek area, and around the proposed pond. In addition, tree preservation fencing must be installed at the limits of tree removal. Erosion control blankets are recommended for all of the steep 3:1 slopes with an elevation change of eight feet or more. All disturbed areas, as a result of construction, must be seeded and mulched or sodded immediately after grading to minimize erosion. The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. UTILITIES Municipal sewer and water service is available to the site from Manchester Drive and water service is available from Galpin Boulevard. The water and sewer mains will be extended north from Manchester Drive to serve the site. The watermain will then be looped with the existing 12 -inch diameter main along Galpin Boulevard. In addition, water will be extended to the north property line for future development of the parcel to the north. The water and sewer is also proposed to be extended within two private streets (D and E) off of Street A. The watermain in Private Drive D is proposed to be connected with the existing Bob Generous November 30, 2004 Page 3 watermain from the Brenden Court private street to the west. This watermain extension can be directionally bored which will preserve the existing trees within the western side of the site. The watermain connection will provide a "looped" system for the majority of the western side of the site. The applicant is also proposing a second gravity sewer line to serve the western two-thirds of the site. This sewer line, which runs from MH -18 to an existing manhole in Lake Lucy Road, is proposed to go south outside of the pavement and right-of-way, through Lot 17, Block 1 and cross over City -owned property prior to connecting to the existing sewer line in Lake Lucy Road. Staff is recommending that this western sewer line be eliminated for the following reasons. First, the City -owned land that the sewer would run through is very steep. City staff has concerns with access and maintenance of such a line on a steep slope. Second, the City -owned property was originally acquired as a possible future well site. The location of the sewer line on the property could limit the possible well locations. Finally, the existing sanitary line in Manchester Drive was stubbed to this property to serve the entire site. City Code requires a minimum 30 -foot wide public easement over the public sewer and watermain within private streets. Due to the depth of the proposed sanitary sewer from MH -20 to MH -17, however, the required easement width will need to be increased to 50 feet. The underlying property has been previously assessed for sewer and water improvements and those assessments have been paid. The sanitary sewer and water hookup charges along with the Lake Ann Interceptor charge will be applicable for each of the new lots. The 2004 trunk hookup charge is $1,458.00 per unit for sanitary sewer and $2,814.00 per unit for watermain. The total 2004 Lake Ann Interceptor charge is $2,102 per unit and the SAC fee is $1,425.00 per unit. All of these charges are based on the number of SAC units assigned by the Metropolitan Council. Sanitary sewer and water -main hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Upon completion of the utility improvements, the utilities will be turned over to the City for maintenance and ownership. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a pre -con meeting before building permit issuance. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, and Carver County. 0 9 Bob Generous November 30, 2004 Page 4 STREETS The plans propose two full accesses to the site; one off of Galpin Boulevard from the east side and the other from the extension of Manchester Drive to the south. Additionally, Street B will be extended to the north property line to allow for a future street connection with Crestview Drive when the property to the north is developed. A temporary cul-de-sac turnaround for emergency vehicles will be required at the north end of Street B along with a sign stating that the road will be extended in the future. All of the proposed public streets comply with the minimum required right-of-way and pavement widths. For Street C, the applicant is proposing a very wide right-of-way with a large island in the center. Due to maintenance concerns with such a large right-of-way, staff is recommending that Street C be revised to be a standard cul-de-sac. Also, Galpin Boulevard is designated as an arterial road in the city. Per City Code, arterial roads are required to have 100 feet of total right-of-way or 50 feet from each side of the centerline of the road. As such, this development is required to provide enough additional platted right-of-way which results in 50 feet of right- of-way on the western side of the Galpin Boulevard centerline. RECOMMENDED CONDITIONS OF APPROVAL 1. The applicant will be required to meet the existing site runoff rates for 10 -year and 100 -year, 24-hour storm events. The proposed ponds must be designed to National Urban Runoff Program (NURP) standards. In addition, the proposed ponding must be sized to accommodate the drainage generated from the property to the north, as shown in the City's Surface Water Management Plan (S WMP). 2. The storm sewer must be designed for a 10 -year, 24-hour storm event. Submit storm sewer sizing calcs and drainage map prior to final plat for staff review and approval. Drainage and utility easements must be dedicated on the final plat over the public storm drainage system including ponds, drainage swales, and wetlands up to the 100 -year flood level. 4. Staff recommends that Type II silt fence, which is a heavy duty fence, be used adjacent to the existing wetland, existing creek area, and around the proposed pond. In addition, tree preservation fencing must be installed at the limits of tree removal. Erosion control blankets are recommended for all of the steep 3:1 slopes with an elevation change of eight feet or more. 5. All plans must be signed by a registered Civil Engineer in the State of Minnesota. 0 0 Bob Generous November 30, 2004 Page 5 6. Permits from the appropriate governmental agencies must be obtained including: MPCA, MDH, and Carver County. On the utility plan: a. Show all existing and proposed utility and pond easements. b. Maintain 10 -foot horizontal separation between all sanitary/water/storm sewer mains. c. Increase the watermain pipe size in Street D to 8 -inches in diameter. d. Add a storm sewer line between Lots 7 and 8, Block I with a catch basin at the north property line for future connection by the property to the north. e. Extend sanitary manhole #12 to the north property line with an invert elevation of 1049.0. 8. On the grading plan: a. Show all existing and proposed easements. b. Show the benchmark used for the site survey. c. Maximum allowable side slope is 3:1; revise in the rearyard of Lots 14 and 15, Block 1 and the rearyard of Lot 3, Block 2. d. Show the location and elevation of all emergency overflows; the elevation must be 1.5' lower than any adjacent house pad elevations. e. Show the retaining wall top and bottom elevations. L Use storm sewer class 5 in roadway; revise note under general grading and drainage notes accordingly. 9. Any retaining wall over four feet in height must be designed by a registered civil engineer and a permit from the city building department must be obtained. In addition, encroachment agreements will be required for any retaining wall within a public easement. 10. The sanitary sewer and water hookup charges along with the Lake Ann Interceptor charge will be applicable for each of the new lots. The 2004 trunk hookup charge is $1,458.00 per unit for sanitary sewer and $2,814.00 per unit for watermain. The total 2004 Lake Ann Interceptor charge is $2,102 per unit and the SAC fee is $1,425.00 per unit. All of these charges are based on the number of SAC units assigned by the Metropolitan Council. Sanitary sewer and water -main hookup fees may be specially assessed against the parcel at the time of building permit issuance. 11. All disturbed areas, as a result of construction, must be seeded and mulched or sodded immediately after grading to minimize erosion. 12. The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. 0 Bob Generous November 30, 2004 Page 6 13. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 14. Due to the depth of the proposed sanitary sewer from MH -20 to MH -17, the required easement width will be increased to 50 feet. 15. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. 16. A temporary cul-de-sac turnaround for emergency vehicles will be required at the north end of Street B along with a sign stating that the road will be extended in the future. 17. Eliminate Lot 27 and shift the proposed pond to the north to eliminate some of the retaining wall. 18. Delete the western sanitary sewer line; all sanitary sewer must drain to Manchester Drive. 19. Revise Street C to be a standard cul-de-sac. 20. Lower the western end of the site in the area of the two private drives. 21. This development is required to provide enough additional platted right-of- way which results in 50 feet of right-of-way on the western side of the Galpin Boulevard centerline. c: Paul Oehme, Public Works Director/City Engineer Matt Saam, Assistant City Engineer gAeng\proj=ts\pinehmt(m ano prop.)\spr.dm DATE November 10, 2004 FILE NO. 04-36 PROJECT Pinehurst WATER QUALITY WATER QUANTITY SWMP FEE WORKSHEET Site Area m Acres ROW (CR 117) Outlot A (Wetland) Outlot B (Ponding) Assessable area MOM QeZy WM-11 Ili (y;1% 10721 Rate per Acre RSF 0 27.62 (0.25) (2.92) (1.09) 23.36 Acres Total $ 1,028.00 23.36 $ 24,014.08 Rate per Acre Acres Total $ 2,545.00 23.36 $ 59,451.20 CREDITS ITEM UNIT QUANTITY UNIT TOTAL PRICE PRICE Storm water pond acre 0 $ 1,028.00 $ Outlet structure each 0.00 $ 2,500.00 $ 41"A&I X1731 �7Y1C� TOTAL SWMP FEE $ 83,465.28 $ 83,465.28 •CAMEC City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 aff OF (952)227-1100 Date: November 8, 2004 To: Development Plan Referral Agencies From: Planning Department By: Bob Generous, Senior Planner Subject: Request for Rezoning from Rural Residential (RR) to Single -Family Residential (RSF) and 43 -lot Subdivision with Variances located on Lots 1 & 2, Old Slocum Tree Farm (6620 & 6640 Galpin Boulevard) — Pinehurst. Applicant: Plowshares Development, LLC Planning Case: 04-36 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on November 5, 2004. The review period ends January 10, 2005. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on December 7, 2004 at 7:00 p.m in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than November 24, 2004. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. City Departments a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Watershed District Engineer 3. Carver Soil & Water Conservation District 4. MN Dept. of Transportation 5. U.S. Army Corps of Engineers 6. CenterPoint Energy Minnegasco 7. MN Dept. of Natural Resources 8. Telephone Company (Qwest or United) 9. Electric Company (Xcel Energy or MN Valley) 10. Medicom 11. U. S. Fish and Wildlife 12. Carver County a. Engineer b. Environmental Services 13. Other -Minnetonka School District 14. MEMORANDUM CITYOF TO: Bob Generous, Senior Planner CIIMSEN 7700 Market Boulevard FROM: Todd Hoffman, Park & Recreation Director PO Box 147 Chanhassen, MN 55317 DATE: October 21, 2004 Administration Phone: 952.227.1100 SUBJ: Proposed Pinehurst, Park & Recreation Conditions of Approval Fax: 952.227.1110 Building Inspections Phone: 952227.1180 COMPREHENSIVE PARK PLAN Fax: 952.227.1190 eastern boundary. The trail constructed in 1998 is situated on the east side of Engineering Phone: 952.227.1160 The proposed Pinehurst development is located within the park service boundaries of Pheasant Hill Park and Lake Minnewashta Regional Park. No Fax: 952.227.1170 parkland dedication is recommended as a condition of this plat. Full park fees Finance shall be collected at the rate in force at the time of final plat. Phone: 952.227.1140 connection to the south, adjacent to Manchester Drive, should also be included Fax: 952.227.1110 COMPREHENSIVE TRAIL PLAN Park & Recreation Phone: 952.227.1120 A section of the city's Comprehensive Trail Plan parallels this property at its Fax: 952.227.1110 eastern boundary. The trail constructed in 1998 is situated on the east side of Recreation Center Galpin Boulevard at this location. A second section of the city's Trail Plan is 2310 coulter Boulevard located just to the south along Lake Lucy Road. Sidewalk connections to the Phone: 952 .227.1400 Fax:952.227.1404 Gal to Boulevard trail are indicated on the proposed plan. A sidewalk connection to the south, adjacent to Manchester Drive, should also be included Planning a in the development plans. The west side of Manchester Drive is the best route Natural Resources for this sidewalk and would require extension of the walk throughthe existing Fax: 952.227.1110 right -of way to Lake Lucy Road. Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952 227.1310 Senior Center Phone: 952.227 1125 Fax: 952 227.1110 Web Shia www.ci.chanhassen.mn.us The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Mi I O O O O (D p O OO Lc) N N N N N N cn N N N of Shorewood LaT1e Lake 945.2 • D j = lon9 iZ�7 :C4 Hunger p, F (9 .� VA 1 BANEBERRY WAY 1 ernb 'sem - 2 CLOVER rt °ccae _ _,Z�� 3 CONEFLOWER CRV /oTrall 6 4 -PRIMROSE PLACE Maje 5 BANEBERRY WAY E FawoHul - 6 CONE FLOWER CRV S [- ,� 7 B CoLUEBONNET BLVD 8 CHICORY WAY 8 POPPY DR C 10 BLUE SAGE LN E 11 WATERLEAF LANE E R'dq\0er,St �' 12LADY SLIPPER LANE POW L�.. i .�' 13 BUTTER CUP CRT i� 0 0 PUBLIC WORKS DEPARTMENT C 11360 Highway 212 West PO Box 300 CARVER Cologne, MN 55322-0300 COUNTY Phone (952) 466-5200 Fax (952) 466-5223 Administration Parka Engineering Highway Maintenance Surveying R Mapping October 12, 2004 RECEIVED OCT 15 2004 To: Bob Generous, Senior Planner— City of Chanhassen From: Bill Weckman, Assistant County Engineer { CITYOFCHANi EN Subject: Preliminary Plat and Request for Rezoning Pinehurst — Planning Case 04-36 Following are comments regarding the Pinehurst Preliminary Plat and Rezoning request transmitted to Carver County by your memorandum dated September 22, 2004. These comments are not all inclusive and further comments and concerns may evolve as this project progresses and changes. Galpin Boulevard in the location of this proposed development is presently on the County road system and is identified as County Road 117. The long term plans for this portion of County Road 117 include a turnback of this roadway to the City of Chanhassen. Initial conversations concerning this potential turnback had begun five or six years ago but have been discontinued at this time. The comments that follow would be our comments concerning this proposal if this roadway is to remain on the County system. Right-of-way widths listed in the Eastern Carver County Transportation Study for roadways functionally classified as Collector (Class 1) are: Urban Undivided Rural Undivided 2 -lane Roadway 2 -lane Roadway Minimum Recommended Minimum Recommended 80' 100' 110' 120' Urban Undivided Rural Undivided 4 -lane Roadway 4 -lane Roadway Minimum Recommended Minimum Recommended 100' 110' 140' 170' County Road 117 (Galpin Boulevard) is functionally classified as a Collector (Class 1) roadway in the Eastern Carver County Transportation Study. The 50 foot from centerline corridor shown on the preliminary plat would provide for a potential minimum 100 foot corridor for a two lane urban roadway. The city may wish to consider an even wider highway corridor along the proposed subdivision if a separate trailway is to be constructed along the county highway. SCANNED 0 0 Additional width may also be needed to accommodate public utilities and landscaping. 2. An access permit from Carver County will be required for the proposed street entrance onto CR 117. Construction of a right turn lane off of CR 117 into the development will be a requirement included in the access permit. 3. Any public utility lines that are to be installed within the CR 117 right-of-way are subject to the utility permit requirements of Carver County. 4. Any proposed grading and installation of drainage structures within the right-of-way of CR 117 is subject to review and approval of Carver County. 5. Development activities (including the installation of both public and private utilities needed to serve the development site) that result in any disturbance of the county highway right-of-way (including tree removal, trench settlements, erosion, and sediment deposits) need to be completed in a manner that leaves the right-of-way in "as good or better condition" than what existed prior to construction. It is requested that the city include a provision in the developer's agreement that requires the developer to be ultimately responsible for the final condition of the county highway right-of-way. A clear understanding of this responsibility will result in fewer project oversight problems for both the County and the City. Any trees or landscaping completed within the right-of-way must be approved by the County. When locating shrubs and trees, consideration should be given to maintaining an acceptable sight distance at the CR 117 intersection. Any trees or shrubs overhanging into the right-of-way could be subject to trimming for safety or overhead utility consideration. As this area develops, traffic volumes will increase. Carver County considers any potential noise abatement improvements to be the responsibility of the developer. Thank you for the opportunity to comment on the preliminary plat for the proposed development. 0 Haak, Lori From: Saam, Matt Sent: Wednesday, October 06, 2004 3:57 PM To: Haak, Lori Cc: Sweidan, Mahmoud Subject: RE: Pinehurst storm water calcs 0 Lori, You drainage area is correct for what they've submitted. The 16.69 ac area does include 0.8 acres of off-site drainage which they'll need to get credit for. Also, we are going to recommend that they increase their ponds to accommodate the Shively Addition drainage. Let me know if you have further questions. Matt 4T3rK(,s -----Original Message ----- From: Haak, Lori Sent: Wednesday, October 06, 2004 1:46 PM To: Saam, Matt Subject: Pinehurst storm water calcs Matt -- When you have a minute... Based on the preliminary storm water calcs, it appears that the Pinehurst ponds will receive 16.69 acres of drainage, with the rest of the runoff using other ponds, etc. Bob mentioned we were going to require Pinehurst to provide ponding for the Shively Addition as well. Is that still the case? I'm just working on the SW MP fees for my report. Thanks, Matt. Lori SCANNED CITY OF Finance MEMORANDUM 1100 Market Boulevard must either be removed from site or chipped. Fax: 952.227.1110 PC Boz 147 Fax: 952.227.1310 I have reviewed the plan for the above rezoning project. In order to comply with the Chanhassen, MN 55317 TO: Robert Generous, Senior Planner Administration FROM: Mark Littfin, Fire Marshal Phone: 952.2271100 nate code or he items will be addressed. appropriate policy Phone: 952.227.1400 Fax: 952.227.1110 Fax: 952.227.1404 1. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, Planning A DATE: September 29, 2004 Building Inspections Phone: 952.227.1130 Pursuant to Chanhassen City Ordinance #9-1. Phone 952.227.1180 Fax:952227.1190 SUBJ: Subject request for rezoning from rural residential (RR) single family residential (RSF) and 42 lot subdivision with variances located on lots 1 Engineering and 2, Old Slocum Tree Farm (6620 and 6640 Galpin Boulevard) P21 952.227.1170 Pinehurst. Applicant is Plowshares Development, LLC. Fax: Finance Planning Case: 04-36 Phone: 952 227.1140 must either be removed from site or chipped. Fax: 952.227.1110 Fax: 952.227.1310 I have reviewed the plan for the above rezoning project. In order to comply with the Park A Recreation Chanhassen Fire Department/Fire Prevention Division, I have the following fire code or PFax:955227.1110 city ordinance/policy requirements. The plan review is done based on the available Fax: 952.221.1110 information submitted at this time. If additional plans or changes are submitted, the Recreation Center 2310 Coulter Boulevard nate code or he items will be addressed. appropriate policy Phone: 952.227.1400 during the time of construction except when approved alternate methods of Fax: 952.227.1404 1. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, Planning A trees, shrubs, Xcel Energy, Qwest, Cable TV and transformer boxes. This is to Natural Resources ensure fire hydrants can be quickly located and safely operated by firefighters. Phone: 952.227.1130 Pursuant to Chanhassen City Ordinance #9-1. Fax: 952.227.1110 Public works 2. No burning permits will be issued for trees to be removed. Trees and shrubs 1591 Park Road must either be removed from site or chipped. Phone: 952.227.1300 Fax: 952.227.1310 3. Submit proposed street names to Chanhassen Building Official and Chanhassen Senior center Fire Marshal for review and approval. Phone: 952227.1125 Fax: 952227.1110 4. Fire apparatus access roads and water supply for fire protection is required to be Web site installed. Such protection shall be installed and made serviceable prior to and www.ci.chanhassen.mn.us during the time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed on each street intersection when construction of new roadways allows passage by vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. glsafety\ml\p1rev04-36 The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, anddppla 0 MEMORANDUM 0 J TO: Bob Generous, Senior Planner FROM: Steven Torell, Building Official S / DATE: September 24, 2004 SUBJ: Review of proposed subdivision: Pinehurst Planning Case: 04-36 I have reviewed the plans for the above subdivision and have the following conditions and comments: 1. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. 2. Demolition permits must be obtained prior to demolishing any structures on the site. 3. Separate water and sewer services must be provided for each lot. 4. Permits are required for retaining walls. Walls over four feet high must be designed by a professional engineer. 5. The developer must submit proposed street names for review for both public and private streets. G/safety/sVmemos/plan/Pinehurst SCANNED 0 MY OF CAMS&V Date: September 22, 2004 City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 To: Development Plan Referral Agencies From: Planning Department By: Bob Generous, Senior Planner Subject: Request for Rezoning from Rural Residential (RR) to Single -Family Residential (RSF) and 42 -lot Subdivision with Variances located on Lots 1 & 2, Old Slocum Tree Farm (6620 & 6640 Galpin Boulevard) — Pinehurst. Applicant: Plowshares Development, LLC Planning Case: 04-36 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on September 22, 2004. The 60day review period ends November 21, 2004. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on October 19, 2004 at 7:00 p.m in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than October 6, 2004. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. I. City Departments a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Watershed District Engineer 3. Carver Soil & Water Conservation District 4. MN Dept. of Transportation 5. U.S. Army Corps of Engineers 6. CenterPoint Energy Minnegasco 7. MN Dept. of Natural Resources 8. Telephone Company (Qwest or United) 9. Electric Company (Xcel Energy or MN Valley) 10. Medicom 11. U. S. Fish and Wildlife 12. Carver County a. Engineer b. Environmental Services 13. Other -Minnetonka School District 14. n L-A September 17, 2004 Robert Generous City Planner City of Chanhassen 690 Coulter Dr. Chanhassen, MN 55317 Re: Pinehurst Tree Inventory Results Dear Robert: • CITY OF CHANHASSEN RECEIVED SEP 17 2004 CHANHASSEN PLANNING DEPT Ref: 20041064.00 Westwood Professional Services, hic. tagged trees during June and July 2004, and estimated the total number of trees located in the preservation area on August 9, 2004. Four plots were set up within the approximately 3.0 -acre tree preservation area in order to estimate the total number of significant trees and diameter inches located within the tree preservation area. Tree diameters were also recorded. The table below indicates the mensuration survey findings. Acres Plot # # of Trees DBH 0.10 1 16 194 0.10 2 7 75 0.10 3 17 265 0.10 4 14 143 0.4 4 54 677 Using basic sampling methodology, an expansion estimator was used to estimate the total number of trees within the tree preservation area. The following formulas were used: Average number of trees per plot = number of trees/number of plots = [54/4] = 14 trees per 0.10- acre plot Total number of plots within the 3.0 -acre area = 30 plots Total estimated number of trees within the preservation area is [ 14 X 30] = 420 trees Total diameter inches within the preservation area is then [420 X 12.5] = 5,250 inches The mensuration survey results indicate there are an estimated 420 significant trees totaling 5,250 diameter inches within the tree preservation area. I/ Nathan Franzen Pinehurst Tree Inventory Results The mensuration survey resulted in 140 trees per acre. As a comparison to the accuracy of the mensuration survey, the density of trees west of the preservation line (and east of the row of white cedars) were calculated at 145 trees per acre. Trees outside of the preservation area were individually tagged. Tree tagging resulted in 1,984 healthy significant trees totaling 22,841 diameter inches. Additionally, 103 dead/dying significant trees were tagged totaling 1,179 diameter inches. Results of the tree inventory are listed in the table below. Survey Method Number of Trees Total Diameter Inches Tagging Healthy 1,978 22,793 Dying/Diseased 107 1,245 Mensuration 420 5,2500 Total Trees 2,505 29,288 If you have questions, please call me at (952) 906-7428. Sincerely, WESTWOOD PROFESSIONAL SERVICES, INC. Shannon Hansen, Environmental Scientist 0 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 7021 Colorado Spruce 8 Multi -Trunked, Dying/Diseased 7022 Colorado Spruce 15 Multi -Trunked, Dying/Diseased 7023 Colorado Spruce 10 7024 Colorado Spruce 13 7025 Colorado Spruce 14 7026 Colorado Spruce 10 7027 Colorado Spruce 12 7028 Colorado Spruce 15 7029 Colorado Spruce 12 7030 Colorado Spruce 15 7031 Colorado Spruce 16 7032 Colorado Spruce 14 7033 Colorado Spruce 12 7034 Colorado Spruce 11 7035 Colorado Spruce 8 7036 Colorado Spruce 17 7037 Colorado Spruce 17 7038 Colorado Spruce 14 7039 Fruit Tree 16 7040 Fruit Tree 16 7041 Colorado Spruce 15 7042 Colorado Spruce 15 7043 Colorado Spruce 15 7044 Colorado Spruce 19 7045 Colorado Spruce 11 7046 Fruit Tree 12 7047 Fruit Tree 13 7048 Colorado Spruce 15 7049 Colorado Spruce 11 7050 Fruit Tree 31 Multi -Trunked 7051 Fruit Tree 28 Multi -Trunked 7052 Fruit Tree 14 7053 Fruit Tree 12 7054 Fruit Tree 14 Multi -Trunked 7055 Fruit Tree 11 7056 Fruit Tree 10 7057 Fruit Tree 18 Multi -Trunked 7058 Fruit Tree 6 7059 Fruit Tree 14 Multi -Trunked 7060 Fruit Tree 12 7061 Fruit Tree 12 7062 Fruit Tree 22 Multi -Trunked 7063 Fruit Tree 26 Multi -Trunked 7064 Fruit Tree 26 Multi -Trunked 7065 Boxelder 12 7066 Boxelder 8 7067 Fruit Tree 27 Multi -Trunked 7068 Fruit Tree 18 Multi -Trunked 7069 Ash g 7070 Fruit Tree 11 7071 Ash 7 n 8/2512004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter 7072 Fruit Tree 7 7073 Black Walnut 14 7074 Fruit Tree 13 7075 Fruit Tree 18 7076 Fruit Tree 17 7077 Ash 17 7078 Ash 6 7079 Fruit Tree 9 7080 Ash 7 7081 Ash 7 7082 Fruit Tree 9 7083 Fruit Tree 20 7084 Fruit Tree 24 7085 Fruit Tree 21 7086 Fruit Tree 14 7087 Fruit Tree 35 7088 Fruit Tree 10 7089 Ash 7 7090 Fruit Tree 18 7091 Boxelder 9 7092 Boxelder 9 7093 Fruit Tree 32 7094 Fruit Tree 16 7095 White Spruce 14 7096 Fruit Tree 10 7097 Red Pine 14 7098 Red Pine 17 7099 American Elm 11 7100 Boxelder 8 7101 Ash 17 7102 Red Pine 10 7103 Red Pine 11 7104 Red Pine 13 7105 Fruit Tree 10 7106 White Spruce 14 7107 White Spruce 15 7108 White Spruce 18 7109 Red Pine 9 7110 Red Pine 12 7111 Red Pine 14 7112 Red Pine 10 7113 Red Pine 13 7115 White Pine 25 7116 Red Maple 17 7117 Red Cedar 7 7118 Red Pine 11 7119 Red Pine 12 7120 Red Pine 10 7121 Red Pine 15 7122 Red Pine 15 7123 American Elm 18 Notes Multi -Trunked Multi -Trunked Multi -Trunked Multi -Trunked Multi -Trunked Muiti-Trunked Multi -Trunked Multi -Trunked Multi -Trunked Multi -Trunked Multi -Trunked Dying/Diseased n u •J , r-1 L-A 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 7124 Red Pine 16 7125 Red Pine 17 7126 Red Pine 16 7127 Red Pine 12 7128 Fruit Tree 8 7129 Fruit Tree 10 7130 Birch 9 7131 Ash 7 7132 Red Pine 10 7133 Red Pine 14 7134 Red Pine 10 7135 White Pine 11 7136 White Pine 11 7137 While Pine 11 7138 White Pine 10 7139 White Pine 18 7140 White Pine 9 7141 White Pine 11 7142 White Pine 16 7143 White Pine 6 7144 While Pine 8 7145 White Pine 9 7146 Red Pine 10 7147 Red Pine 10 7148 Red Pine 9 7149 White Pine 8 7150 White Pine 8 7151 White Pine 7 7152 White Pine 8 7153 White Pine 9 7154 White Pine 15 7155 White Pine 8 7504 White Spruce 15 7505 While Spruce 13 7506 White Spruce 13 7507 White Spruce 12 7508 White Spruce 11 7509 White Spruce 9 7510 White Spruce 9 7511 Fruit Tree 13 Dying/Diseased 7512 White Spruce 13 7513, While Spruce 11 7514 White Spruce 15 7515 White Spruce 15 7516 Fruit Tree 42 Multi -Trunked 7517 Fruit Tree 46 Multi -Trunked 7518 Northern White Cedar 8 Multi -Trunked 7519 Northern White Cedar 9 Multi -Trunked 7520 Northern White Cedar 9 Multi -Trunked 7521 Northern White Cedar 8 Multi -Trunked 7522 Northern White Cedar 7 Multi -Trunked 0 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 7523 Northern White Cedar 9 Multi -Trunked 7524 Northern White Cedar 9 Multi -Trunked 7525 Northern White Cedar 6 Multi -Trunked 7526 Northern White Cedar 10 Multi -Trunked 7527 Northern White Cedar 12 Multi -Trunked 7528 Northern White Cedar 6 Multi -Trunked 7529 Northern White Cedar 16 Multi -Trunked 7551 Boxelder 10 7552 Boxelder 7 7553 Black Walnut 15 7554 Boxelder 10 7555 Boxelder 10 7556 Ash 6 7557 Boxelder 9 7558 Boxelder 8 7559 Boxelder 10 7560 Boxelder 8 7561 Black Walnut 8 7569 Boxelder 7 Multi -Trunked 7572 Red Pine 21 7573 Boxelder 8 7574 Red Pine 14 7575 Red Pine 16 7576 Boxelder 8 7577 Boxelder 7 7578 Red Pine 18 7579 Red Pine 11 7580 Red Pine 24 7581 Red Pine 19 7582 Red Pine 18 Multi -Trunked 7583 Ash 12 Multi -Trunked 7584 Ash 7 7585 Basswood 21 Multi -Trunked 7586 Red Pine 18 7587 Black Walnut 10 7588 Red Pine 12 7589 Red Pine 26 7590 Boxelder 6 7591 Red Pine 17 7592 Red Pine 17 7593 American Elm 6 7594 American Elm 13 7595 Fruit Tree 32 Multi -Trunked 7596 Boxelder 13 7597 American Elm 12 7598 Norway Maple 7 7599 Boxelder 6 7600 Black Walnut 12 7601 Boxelder 20 Multi -Trunked 7602 Fruit Tree 10 7603 Fruit Tree 10 0 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 7604 Ash 6 7605 Ash 8 7606 Ash 8 7607 Ash 6 7608 Ash 7 7609 Fruit Tree 8 7610 Boxelder 7 7611 Boxelder 7 7612 Ash 9 7613 Boxelder 7 7614 Red Pine 16 Multi -Trunked 7615 Red Pine 28 7616 American Elm 7 7617 Boxelder 8 7618 Red Pine 16 7619 Red Pine 21 7620 Boxelder 8 7621 Boxelder 10 7622 Boxelder 9 7623 Boxelder 10 7624 Red Pine 14 Multi -Trunked 7625 Red Pine 16 Multi -Trunked 7626 Red Pine 13 Multi -Trunked 7627 Red Pine t4 7628 Red Pine 11 Multi -Trunked 7629 Red Pine 13 7630 Red Pine 19 7631 Red Pine 15 7632 Boxelder 7 7633 Red Pine 12 7634 Red Pine 18 7635 Red Pine 16 7636 American Elm 13 7637 Ash 13 7638 Ash 10 7639 Black Walnut 11 7642 Fruit Tree 26 Multi -Trunked 7643 Boxelder 7 7644 Boxelder 14 Multi -Trunked 7645 Boxelder 10 7646 Red Pine 16 7647 Boxelder 7 Multi -Trunked 7648 Colorado Spruce 24 7649 Colorado Spruce 18 7650 Red Pine 11 Dying/Diseased 7651 Black Walnut 9 7652 Colorado Spruce 17 7653 Colorado Spruce 17 7654 Colorado Spruce 21 7655 Boxelder 9 7656 Boxelder 7 0 0 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 7657 Norway Maple 14 7658 Red Pine 7 Dying/Diseased 7659 Colorado Spruce 19 7660 Colorado Spruce 14 7661 Colorado Spruce 17 7662 Boxelder 6 7663 Boxelder 9 7664 Colorado Spruce 19 7665 Colorado Spruce 14 7666 Black Walnut 9 7667 Norway Maple 21 Multi -Trunked 7668 American Elm 11 7669 American Elm 11 7670 Boxelder 18 Multi -Trunked 7671 Boxelder 13 7672 Fruit Tree 8 7673 Boxelder 7 7676 American Elm 7 7677 Weeping Willow 55 Multi -Trunked, Dying/Diseased 7678 Boxelder 7 7679 Weeping Willow 26 7680 Weeping Willow 40 7681 Weeping Willow 35 7682 Boxelder 7 Multi -Trunked 7683 Ash 6 Dying/Diseased 7684 American Elm 7 7685 American Elm 8 7686 Ash 10 7687 Ash 8 7688 Weeping Willow 11 7689 Weeping Willow 19 7690 Weeping Willow 11 Multi -Trunked 7691 Weeping Willow 33 7694 Boxelder 7 7695 Hackberry 8 7696 White Spruce 16 Dying/Diseased 7697 White Spruce 18 7698 White Spruce 13 Dying/Diseased 7699 White Spruce 15 Dying/Diseased 7700 White Spruce 14 Dying/Diseased 7701 White Spruce 12 Dying/Diseased 7702 White Spruce 13 7703 While Spruce 13 7704 White Spruce 13 7706 White Spruce 19 7707 White Spruce 12 Dying/Diseased 7708 Ash 17 Multi -Trunked 7709 White Spruce 14 Dying/Diseased 7710 Ash 9 7711 White Spruce 23 7712 Ash 17 Dying/Diseased n u 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 7713 White Spruce 18 Dying/Diseased 7714 White Spruce 12 Dying/Diseased 7715 White Spruce 14 7716 White Spruce 20 7717 White Spruce 16 Dying/Diseased 7718 Ash 6 7719 Ash 9 7720 Boxelder 10 7721 Ash 6 7722 Ash 22 Multi -Trunked 7723 Ash 7 7724 Ash 13 Multi -Trunked 7725 Ash 7 7726 Ash 13 Multi -Trunked 7727 American Elm 8 7728 Ash 6 7729 Ash 9 7730 Ash 6 7731 Boxelder 10 7732 Ash 6 7733 American Elm 14 7734 Ash 6 7735 Ash 9 7736 Ash 19 Multi -Trunked 7737 Ash 13 7740 Ash 6 7741 Ash 6 7742 Ash 6 7744 Ash 7 7746 Ash 11 7747 Boxelder 9 7748 American Elm 14 7749 Ash 6 7750 Ash 6 7751 Ash 6 7752 Ash 8 7753 Boxelder 12 7754 Ash 9 7755 Ash 6 7756 American Elm 13 7760 Boxelder 6 7761 Hackberry 10 7762 Boxelder 11 7763 Boxelder 10 7766 American Elm 11 7767 Fruit Tree 38 Multi -Trunked 7768 Fruit Tree 9 Multi -Trunked 7769 American Elm 13 7770 Northern White Cedar 10 Multi -Trunked 7771 Northern While Cedar 12 Multi -Trunked 7772 Northern White Cedar 10 Multi -Trunked 0 0 0 812512004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 7773 Northern White Cedar 10 Multi -Trunked 7774 Northern White Cedar 11 Multi -Trunked 7775 Northern White Cedar 10 Multi -Trunked 7776 Northern White Cedar 6 Multi -Trunked 7777 Northern White Cedar 9 Multi -Trunked 7778 Northern White Cedar 9 Multi -Trunked 7779 Northern White Cedar 14 Multi -Trunked 7780 Northern White Cedar 7 Multi -Trunked 7781 Northern White Cedar 12 Multi -Trunked 7782 Northern White Cedar 8 Multi -Trunked 7783 Northern White Cedar 8 Multi -Trunked 7784 Northern White Cedar 8 Multi -Trunked 7785 Northern White Cedar 7 Multi -Trunked 7787 Northern White Cedar 7 Multi -Trunked 7788 Northern White Cedar 7 Multi -Trunked 7789 Northern White Cedar 11 Multi -Trunked 7790 Northern White Cedar 8 Multi -Trunked 7791 Northern White Cedar 8 Multi -Trunked 7792 Northern White Cedar 8 Multi -Trunked 7794 Northern White Cedar 7 Multi -Trunked 7795 Northern While Cedar 11 Multi -Trunked 7796 Northern White Cedar 10 Multi -Trunked 7797 Northern White Cedar 17 Multi -Trunked 7798 Northern White Cedar 7 Multi -Trunked 7799 Northern White Cedar 9 Multi -Trunked 7800 Northern White Cedar 9 Multi -Trunked 7803 Fruit Tree 24 Multi -Trunked 7804 Northern White Cedar 16 Multi -Trunked 7805 Northern White Cedar 12 Multi -Trunked 7806 Northern White Cedar 7 Multi -Trunked 7807 Northern White Cedar 9 Multi -Trunked 7808 Northern White Cedar 6 Multi -Trunked 7809 Northern White Cedar 8 Multi -Trunked 7810 Northern White Cedar 8 Multi -Trunked 7811 Northern White Cedar 11 Multi -Trunked 7812 Northern White Cedar 6 Multi -Trunked 7813 Northern White Cedar 7 Multi -Trunked 7814 Northern White Cedar 7 Multi -Trunked 7816 Northern White Cedar 7 Multi -Trunked 7817 Northern White Cedar 9 Multi -Trunked 7818 Northern White Cedar 7 Multi -Trunked 7819 Northern White Cedar 8 Multi -Trunked 7820 Northern White Cedar 8 Multi -Trunked 7821 Northern White Cedar 10 Multi -Trunked 7822 Northern While Cedar 9 Multi -Trunked 7823 Northern White Cedar 8 Multi -Trunked 7824 Northern White Cedar 10 Multi -Trunked 7825 Northern White Cedar 8 Multi -Trunked 7826 Northern White Cedar 16 Multi -Trunked 7827 Northern White Cedar 12 7828 Northern White Cedar 12 Multi -Trunked 0 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 7829 Northern White Cedar 9 Multi -Trunked 7830 Northern White Cedar 7 Multi -Trunked 7832 Northern White Cedar 7 Multi -Trunked 7833 Northern White Cedar 8 Multi -Trunked 7834 Northern White Cedar 6 Multi -Trunked 7835 Northern White Cedar 6 Multi -Trunked 7836 Northern White Cedar 12 Multi -Trunked 7837 Northern White Cedar 11 Multi -Trunked 7838 Northern White Cedar 8 Multi -Trunked 7839 Northern White Cedar 8 MuRi-Trunked 7840 Northern White Cedar 10 Multi -Trunked 7841 Northern White Cedar 10 Multi -Trunked 7842 Northern White Cedar 10 Multi -Trunked 7843 Northern White Cedar 11 Multi -Trunked 7845 Fruit Tree 20 7846 Colorado Spruce 13 7847 Douglas Fir 17 Multi -Trunked 7848 Birch 14 7851 Northern White Cedar 7 Multi -Trunked 7852 Northern White Cedar 7 Multi -Trunked 7853 Northern White Cedar 7 Multi -Trunked 7854 Northern White Cedar 11 Multi -Trunked 7855 Northern White Cedar 6 Multi -Trunked 7856 Northern White Cedar 8 Multi -Trunked 7857 Northern White Cedar 7 Multi -Trunked 7858 Northern White Cedar 7 Multi -Trunked 7859 Northern White Cedar 11 Multi -Trunked 7860 Northern White Cedar 7 Multi -Trunked 7861 Northern White Cedar 7 Multi -Trunked 7862 Northern White Cedar 7 Multi -Trunked 7863 Northern White Cedar 8 Multi -Trunked 7864 Northern White Cedar 13 Multi -Trunked 7865 Northern White Cedar 8 Multi -Trunked 7866 Northern White Cedar 9 Multi -Trunked 7867 Northern White Cedar 7 Multi -Trunked 7868 Northern White Cedar 8 Multi -Trunked 7869 Northern White Cedar 8 Multi -Trunked 7870 Northern White Cedar 11 Multi -Trunked 7871 Northern White Cedar 17 Multi -Trunked 7872 Northern White Cedar 12 Multi -Trunked 7877 Northern White Cedar 14 Multi -Trunked 7878 Northern White Cedar 10 Multi -Trunked 7879 Northern White Cedar 10 Multi -Trunked 7880 Norway Spruce 13 7881 Northern White Cedar 16 Multi -Trunked 7882 Northern White Cedar 9 Multi -Trunked 7883 Northern White Cedar 7 Multi -Trunked, Dying/Diseased 7884 Northern White Cedar 16 Multi -Trunked 7885 Northern White Cedar 9 Multi -Trunked 7886 White Spruce 8 7887 White Spruce 7 0 812512004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 7888 White Spruce 7 7889 Red Pine 9 7890 Red Pine 9 7891 Red Pine 9 7892 White Spruce 10 7893 White Spruce 10 7909 American Elm 8 7910 American Elm 13 7911 White Spruce 11 7912 Colorado Spruce 24 7913 Douglas Fir 18 7914 Douglas Fir 14 7915 White Spruce 23 Multi -Trunked 7916 Douglas Fir 38 Multi -Trunked 7917 Colorado Spruce 22 7918 While Spruce 22 7919 White Spruce 22 Dying/Diseased 7920 American Elm 10 7921 Boxelder 9 7922 Ash 6 7923 American Elm 6 7926 Fruit Tree 11 7927 Fruit Tree 11 Multi -Trunked 7928 Northern White Cedar 13 Multi -Trunked 7929 Northern While Cedar 13 Multi -Trunked 7930 Northern White Cedar 8 Multi -Trunked 7931 Northern White Cedar 9 Multi -Trunked 7932 Northern White Cedar 8 Multi -Trunked 7933 Northern White Cedar 8 Multi -Trunked 7934 Northern White Cedar 14 Multi -Trunked 7935 Northern White Cedar 14 Multi -Trunked 7936 Northern White Cedar 7 7937 Northern White Cedar 10 Multi -Trunked 7938 Northern While Cedar 10 Multi -Trunked 7939 Northern White Cedar 9 Multi -Trunked 7940 Northern White Cedar 8 Multi -Trunked 7941 Northern White Cedar 8 Multi -Trunked 7942 Northern White Cedar 10 7943 Northern White Cedar 9 Multi -Trunked 7944 Northern White Cedar 10 Multi -Trunked 7945 Northern White Cedar 6 Multi -Trunked 7960 Colorado Spruce 8 7961 Colorado Spruce 13 7962 Ash 6 7963 American Elm 15 7964 Ash 6 7965 American Elm 9 7966 American Elm 25 Multi -Trunked 7967 Boxelder 11 7968 American Elm 7 7969 Ash 10 M 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 7970 Northern White Cedar 11 Multi -Trunked 7971 Northern White Cedar 18 Multi -Trunked 7972 Northern White Cedar 10 Multi -Trunked. 7973 Ash 7 7974 Northern White Cedar 11 Multi -Trunked 7975 Northern White Cedar 11 Multi -Trunked 7976 Colorado Spruce 7 7977 Fruit Tree 6 7978 Ash 13 Multi -Trunked 7979 Ash 10 7980 Ash 7 7981 Ash 9 7982 Ash 9 7983 Ash 8 7984 Ash 11 7985 Fruit Tree 33 Multi -Trunked 7986 Ash 12 Multi -Trunked 7987 Ash 7 7988 White Spruce 9 7991 Northern White Cedar 10 Multi -Trunked 7992 Northern White Cedar 7 Multi -Trunked 7993 Northern White Cedar 7 Multi -Trunked 7994 Northern White Cedar 7 Multi -Trunked 7995 Northern White Cedar 9 Multi -Trunked 7996 Northern White Cedar 7 Multi -Trunked 7997 Northern White Cedar 9 Multi -Trunked 7998 Northern White Cedar 7 Multi -Trunked 7999 Northern White Cedar 7 Multi -Trunked 8000 Northern White Cedar 7 Multi -Trunked 8001 Northern White Cedar 9 Multi -Trunked 8002 Northern White Cedar 8 Multi -Trunked 8003 Northern White Cedar 8 Multi -Trunked 8004 Northern White Cedar 10 Multi -Trunked 8005 Northern White Cedar 12 Multi -Trunked 8006 Northern White Cedar 13 8009 Northern White Cedar 8 Multi -Trunked 8010 Northern White Cedar 7 Multi -Trunked 8011 Northern White Cedar 8 Multi -Trunked 8012 Northern White Cedar 6 Multi -Trunked 8013 Northern White Cedar 6 Multi -Trunked 8014 Northern White Cedar 7 Multi -Trunked 8015 Northern White Cedar 9 Multi -Trunked 8016 Northern White Cedar 7 Multi -Trunked 8017 Northern White Cedar 9 8018 Northern White Cedar 7 Multi -Trunked 8019 Northern White Cedar 7 Multi -Trunked 8020 Northern White Cedar 9 Multi -Trunked 8023 Ash 6 8024 Ash 6 8025 Basswood 9 8026 Basswood 78 Multi -Trunked • I* 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 8027 Ash 6 8028 Ash 9 8029 Ash 6 8030 Norway Spruce 18 8031 Norway Spruce 10 Dying/Diseased 8032 Norway Spruce 9 8033 Norway Spruce 12 8034 Norway Spruce 11 8035 Norway Spruce 12 8036 Norway Spruce 13 8037 Basswood 9 8038 Ash 9 8039 Norway Spruce 17 8041 Norway Spruce 16 8042 Norway Spruce 15 8043 American Elm 11 8044 Norway Spruce 8 8045 Red Maple 21 8046 Norway Spruce 18 8047 Norway Spruce 18 8048 Norway Spruce 7 8049 Norway Spruce 11 8051 Norway Spruce 14 8052 Norway Spruce 27 8053 Norway Spruce 14 8054 Norway Spruce 12 8055 Norway Spruce 14 8056 Norway Spruce 14 8057 Norway Spruce 14 8058 Norway Spruce 16 8059 Norway Spruce 8 8060 Norway Spruce 17 8061 Norway Spruce 11 8063 Norway Spruce 16 8064 Norway Spruce 9 8065 Norway Spruce 12 8066 Norway Spruce 15 8067 Norway Spruce 18 8068 Norway Spruce 15 8070 Norway Spruce 22 8071 Norway Spruce 11 8072 Norway Spruce 19 8073 Norway Spruce 16 8074 Norway Spruce 9 8075 Norway Spruce 9 8076 Norway Spruce 12 8077 Norway Spruce 10 8078 Norway Spruce 12 8079 Norway Spruce 7 Multi -Trunked, Dying/Diseased 8080 Norway Spruce 18 8081 Norway Spruce 11 0 8/2512004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 8082 Norway Spruce 7 8083 Norway Spruce 24 8084 Norway Spruce 8 8085 Norway Spruce 10 8086 Norway Spruce 11 8089 Fruit Tree 22 8090 Norway Spruce 8 8091 Norway Spruce 9 8092 Norway Spruce 15 8093 Norway Spruce 12 8094 Norway Spruce 8 8095 Norway Spruce 11 8096 Norway Spruce 11 8097 Norway Spruce 9 8098 Norway Spruce 6 8099 Norway Spruce 16 8100 Norway Spruce 11 8102 Norway Spruce 18 8103 Norway Spruce 12 8104 Norway Spruce 23 8105 Norway Spruce 9 8106 Norway Spruce 13 8107 Norway Spruce 11 8108 Norway Spruce 17 8109 Norway Spruce 11 8110 Norway Spruce 18 8111 Norway Spruce 10 8112 Norway Spruce 12 8113 Norway Spruce 12 8114 Norway Spruce 15 8121 Norway Spruce 16 8137 Mulberry 6 8139 Aspen 21 Dying/Diseased 8140 Aspen 16 8141 Aspen 7 8142 Boxelder 11 8171 Ash 12 8172 Cottonwood 24 8173 Sugar Maple 35 8174 American Elm 11 8175 American Elm 9 8176 Sugar Maple 11 8177 Colorado Spruce 7 8178 Sugar Maple 35 8179 White Spruce 10 8180 White Spruce 18 8181 White Spruce 12 8182 White Spruce 10 8183 Colorado Spruce 11 8184 White Spruce 15 8185 White Spruce 20 E 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 8186 White Spruce 17 8187 White Spruce 19 8188 White Spruce 16 8189 White Spruce 23 8190 White Spruce 21 8191 White Spruce 18 8201 Birch 29 Multi -Trunked 8204 White Spruce 16 8205 American Elm 16 8206 Red Maple 21 8207 Boxelder 6 8208 Colorado Spruce 7 8230 White Spruce 13 8231 White Spruce 18 8232 White Spruce 18 8236 Birch 13 8237 Eastern Redbud 9 8238 Jack Pine 9 Multi -Trunked 8239 Norway Spruce 12 8240 Boxelder 7 8241 American Elm 6 8242 Norway Spruce 13 8243 Norway Spruce 8 8244 Norway Spruce 8 8245 Norway Spruce 17 8247 Norway Spruce 14 8290 White Spruce 9 8291 White Spruce 7 8292 White Spruce 11 8344 Northern White Cedar 10 Multi -Trunked 8345 Norway Spruce 13 8346 Norway Spruce 14 8347 Northern White Cedar 9 Multi -Trunked 8348 Northern White Cedar 8 Multi -Trunked 8349 Fruit Tree 8 8350 Northern White Cedar 8 Multi -Trunked 8351 Northern White Cedar 9 8352 Northern White Cedar 9 8353 Northern White Cedar 7 8354 Boxelder 14 8355 Northern White Cedar 11 Multi -Trunked 8356 Norway Spruce 10 8357 Norway Spruce 9 8360 Northern White Cedar 14 8361 Northern White Cedar 14 8362 Northern White Cedar 13 Multi -Trunked 8363 Northern White Cedar 11 Multi -Trunked 8364 Northern White Cedar 9 Multi -Trunked 8365 Northern White Cedar 12 8366 Northern White Cedar 10 Multi -Trunked 8367 Northern White Cedar 13 n u 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 8368 Northern White Cedar 13 8369 Northern White Cedar 14 8370 Northern White Cedar 13 Multi -Trunked 8371 Northern White Cedar 15 8372 Norway Spruce 17 8374 Norway Spruce 10 8375 Norway Spruce 17 8376 Norway Spruce 18 8377 Norway Spruce 13 8378 Norway Spruce 13 8380 Norway Spruce 15 8381 Norway Spruce 16 8382 Norway Spruce 14 8383 Norway Spruce 15 8385 Norway Spruce 19 8386 Norway Spruce 12 8387 Norway Spruce 12 8388 Norway Spruce 12 8389 Norway Spruce 20 8390 Norway Spruce 13 8391 Norway Spruce 10 8393 Norway Spruce 13 8394 Norway Spruce 20 8395 Norway Spruce 11 8396 Norway Spruce 18 8397 Norway Spruce 19 8398 Norway Spruce 10 8419 Norway Spruce 14 8420 Norway Spruce 15 8421 Norway Spruce 13 8422 Norway Spruce 16 8423 Norway Spruce 13 8426 Black Walnut 8 8429 Norway Spruce 15 8430 Norway Spruce 17 8433 Norway Spruce 16 8434 Norway Spruce 9 8435 Norway Spruce 16 8436 Norway Spruce 12 8437 Norway Spruce 12 8438 Norway Spruce 13 8439 Norway Spruce 9 8440 Norway Spruce 16 8441 Norway Spruce 15 8442 Norway Spruce 12 8443 Norway Spruce 10 8444 Norway Spruce 12 8445 Norway Spruce 15 8446 Norway Spruce 16 8447 Norway Spruce 16 8448 Norway Spruce 20 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 8449 Norway Spruce 20 8451 Norway Spruce 13 8452 Norway Spruce 19 8453 Norway Spruce 12 8454 Norway Spruce 20 8455 Norway Spruce 17 8456 Norway Spruce 14 8457 Norway Spruce 16 8458 Norway Spruce 29 8461 Norway Spruce 13 8462 Norway Spruce 9 8463 Norway Spruce 20 8465 Norway Spruce 10 8466 Norway Spruce 21 8469 Black Walnut 13 8470 Black Walnut 8 8487 Norway Spruce 11 8501 Birch 14 8502 Birch 23 8503 Birch 15 8504 Birch 24 Multi -Trunked 8505 Birch 14 Multi -Trunked 8506 Birch 21 Multi -Trunked 8507 Black Maple 55 Multi -Trunked 8508 Sugar Maple 6 8509 Sugar Maple 19 8510 Sugar Maple 21 8511 Black Maple 36 8512 Birch 24 Multi -Trunked 8513 Ash 23 8514 Norway Maple 22 8515 Sugar Maple 19 8516 Birch 24 8517 Fruit Tree 34 Multi -Trunked 8518 Birch 16 Multi -Trunked 8519 Birch 16 Multi -Trunked 8520 Birch 16 Multi -Trunked 8521 Sugar Maple 6 8522 Sugar Maple 6 8523 Ash 24 8524 Birch 11 8525 Birch 34 Multi -Trunked 8526 Scotch Pine 9 8541 Scotch Pine 11 8542 Scotch Pine 6 8543 Scotch Pine 6 8544 Scotch Pine 20 8545 Scotch Pine 13 8546 Scotch Pine 14 8547 Scotch Pine 13 8548 Scotch Pine 7 0 r] 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 8549 Scotch Pine 8 8550 Scotch Pine 12 8551 Scotch Pine 18 8552 Scotch Pine 15 8553 Scotch Pine 8 8554 Scotch Pine 11 8555 Scotch Pine 7 8556 Scotch Pine 9 8557 Scotch Pine 11 8558 White Pine 17 8559 White Pine 15 8560 White Pine 21 8561 White Pine 12 8562 While Pine 11 8563 Red Maple 22 8564 White Pine 15 Multi -Trunked 8565 Birch 9 8566 Birch 7 8567 Birch 8 8568 Birch 10 8569 Birch 7 8570 Birch 7 8571 Birch 10 8572 Red Maple 17 8573 Ash 10 8574 Ash 11 8575 White Pine 20 8576 White Pine 21 8600 White Spruce 13 8601 White Spruce 15 8602 White Spruce 7 8603 White Spruce 8 Multi -Trunked 8604 White Spruce 17 8605 White Pine 6 8606 White Spruce 10 8607 White Spruce 12 8651 Fruit Tree 28 Multi -Trunked 8652 Fruit Tree 12 8653 Fruit Tree 16 Multi -Trunked 8654 White Spruce 13 8655 White Spruce 10 8656 White Pine 6 8659 Ash 20 Multi -Trunked 8660 Ash g 8661 White Spruce 15 8662 White Spruce 7 8663 White Spruce 8 8664 White Spruce 8 8665 White Spruce 10 8666 White Spruce 13 8667 White Spruce 15 n 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 8668 White Spruce 12 8669 White Spruce 10 8670 White Spruce 11 8671 White Spruce 7 8672 White Spruce 10 8673 White Spruce 13 8674 White Spruce 16 8675 White Spruce 10 8676 White Spruce 10 8677 White Spruce 9 8678 White Spruce 7 8679 White Spruce 11 8680 White Spruce 12 8681 White Spruce 7 8683 Boxelder 7 8684 Boxelder 6 8685 Boxelder 7 8686 American Elm 10 8687 Boxelder 12 8688 White Pine 17 Dying/Diseased 8689 White Pine 20 8690 White Pine 16 8691 White Pine 23 8692 Boxelder 12 8693 Ash 6 8694 Red Pine 17 8695 White Pine 22 8696 Red Pine 10 Dying/Diseased 8697 Red Pine 17 8698 Red Pine 11 8699 White Pine 21 8700 White Pine 25 8701 Boxelder 8 8702 Norway Spruce 21 8703 Norway Spruce 10 8704 Norway Spruce 13 8705 Norway Spruce 10 8706 Norway Spruce 12 8707 Norway Spruce 10 8708 Norway Spruce 13 8709 Norway Spruce 6 Dying/Diseased 8710 Norway Spruce 11 8711 Norway Spruce 14 8713 Red Pine 9 Dying/Diseased 8714 Red Pine 15 8715 Red Pine 14 8716 Red Pine U 8717 Birch 12 8718 Birch 14 8719 White Spruce 11 8720 Jack Pine 14 0 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 8721 Jack Pine 10 8722 White Spruce 8 Dying/Diseased 8723 White Spruce 6 Dying/Diseased 8724 White Spruce 6 Dying/Diseased 8725 White Spruce 9 8726 White Spruce 8 8727 White Spruce 8 8728 White Spruce 16 8729 Norway Spruce 8 8730 Norway Spruce 7 Dying/Diseased 8731 Norway Spruce 12 8732 Norway Spruce 10 8733 Norway Spruce 8 Dying/Diseased 8734 Scotch Pine 6 8735 Scotch Pine 14 8736 Norway Spruce 16 8737 Northern White Cedar 8 Multi -Trunked 8738 Norway Spruce 9 8739 Ash 11 8740 Norway Spruce 11 8741 Norway Spruce 6 Dying/Diseased 9001 Hemlock 19 Multi -Trunked 9002 Hemlock 13 Multi -Trunked 9003 Hemlock 8 Multi -Trunked 9004 Hemlock 9 Multi -Trunked 9006 Hemlock 16 Multi -Trunked 9007 Hemlock 10 Multi -Trunked 9008 Hemlock 9 Multi -Trunked 9009 Hemlock 10 Multi -Trunked 9010 Boxelder 12 Dying/Diseased 9011 Boxelder 13 9012 Boxelder 9 Dying/Diseased 9013 Boxelder 8 9014 Boxelder 9 9015 Boxelder 8 9016 Boxelder 9 Dying/Diseased 9017 Boxelder 7 Dying/Diseased 9018 Boxelder 8 Dying/Diseased 9019 Boxelder 24 Multi -Trunked 9023 Hemlock 18 Multi -Trunked 9024 Hemlock 15 9025 Boxelder 8 Dying/Diseased 9026 Ash 6 9027 American Elm 7 9028 American Elm 8 9030 Boxelder 8 9031 American Elm 8 9032 American Elm 6 9033 Boxelder 6 9034 Boxelder 13 Dying/Diseased 9035 Ash 7 is 0 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 9036 Boxelder 12 Dying/Diseased 9037 Boxelder 9 9038 American Elm 6 9039 American Elm 6 9040 Ash 8 9041 Ash 18 9042 Ash 6 9043 Boxelder 7 9044 Boxelder 10 Dying/Diseased 9045 Ash 7 9046 Boxelder 7 Dying/Diseased 9047 Boxelder 7 9049 Ash 6 Dying/Diseased 9050 Ash 9 9051 Ash 11 9052 Ash 9 9053 Boxelder 13 Dying/Diseased 9054 Boxelder 8 9055 Ash 8 9056 Boxelder 7 9058 Ash 7 9060 Ash 6 9061 American Elm 8 9062 Boxelder 11 9063 American Elm 10 9064 Boxelder 16 9067 White Spruce 6 9068 White Spruce 7 9069 White Pine 7 9070 White Pine 16 9071 White Pine 8 9072 White Spruce 7 9073 Fruit Tree 15 9075 Ash 7 9076 Ash 8 9077 Colorado Spruce 8 9078 Colorado Spruce 7 Dying/Diseased 9079 White Spruce 7 9080 White Spruce 6 Dying/Diseased 9081 Balsam Fir 6 9082 White Spruce 8 9083 White Spruce 7 9084 Balsam Fir 6 Dying/Diseased 9085 Balsam Fir 6 Dying/Diseased 9086 Balsam Fir 6 Dying/Diseased 9087 White Spruce 6 9090 White Spruce 6 9091 White Spruce 6 9092 Balsam Fir 7 9093 Balsam Fir 6 9094 Balsam Fir 6 n u 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 9095 Balsam Fir 6 9096 Colorado Spruce 7 9097 Colorado Spruce 6 9098 Colorado Spruce 6 9099 Colorado Spruce 7 9100 Colorado Spruce 7 9101 White Spruce 6 Dying/Diseased 9102 White Spruce 6 9103 White Spruce 6 9104 Fruit Tree 16 Multi -Trunked 9105 Birch 34 Multi -Trunked 9106 Colorado Spruce 19 9107 Colorado Spruce 23 9191 Red Oak 4 9204 White Spruce 18 9205 Colorado Spruce 7 9206 White Spruce 8 9207 Colorado Spruce 18 9208 Colorado Spruce 13 9209 Colorado Spruce 11 9210 Fruit Tree 8 Multi -Trunked 9211 Colorado Spruce 17 9212 Fruit Tree 13 9213 Colorado Spruce 19 9214 Colorado Spruce 11 9215 Colorado Spruce 17 9216 Fruit Tree 27 Multi -Trunked 9217 Fruit Tree 33 Multi -Trunked 9218 White Spruce 15 9297 Ash 6 9299 Fruit Tree 27 Multi -Trunked 9300 Fruit Tree 15 Multi -Trunked 9301 Fruit Tree 24 Multi -Trunked 9302 White Spruce 7 9303 Colorado Spruce 7 9316 Colorado Spruce 6 9317 White Spruce 6 9318 Boxelder 6 9319 Ash 6 9321 Boxelder 7 9322 Ash 6 9324 Ash 11 9325 Ash 11 9326 Ash 11 9328 Boxelder 8 9329 Ash 7 9330 Ash 6 9331 Ash 7 9332 Ash 8 9333 Ash 8 9334 Boxelder 8 L 0 0 8125/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 9337 Fruit Tree 32 Multi -Trunked 9338 Ash 7 9339 Ash 27 Multi -Trunked 9487 American Elm 6 9488 Boxelder 10 9489 Boxelder 18 Multi -Trunked 9490 Boxelder 7 9491 Boxelder 13 9492 Ash 10 9493 White Spruce 9 9494 Northern White Cedar 16 Multi -Trunked 9495 Boxelder 9 9497 Boxelder 8 9498 Boxelder 8 9499 Norway Spruce 10 Dying/Diseased 9500 Norway Spruce 26 9501 Boxelder 16 9502 Boxelder 19 Dying/Diseased 9503 Boxelder 11 9504 Ash 11 9505 Boxelder 8 9506 Boxelder 11 9507 Ash 6 9508 Boxelder 14 9509 Red Pine 13 9510 Boxelder 12 9511 Boxelder 11 9512 Scotch Pine 10 9513 Red Pine 15 9514 Red Pine 13 Dying/Diseased 9515 Red Pine 14 9516 Northern White Cedar 11 Multi -Trunked 9517 Ash 10 9518 Scotch Pine 13 9519 Scotch Pine 13 9520 Scotch Pine 13 Dying/Diseased 9521 Scotch Pine 15 Dying/Diseased 9522 Scotch Pine 9 9523 Scotch Pine 10 9524 Scotch Pine 12 9525 Scotch Pine 13 9526 Boxelder 8 9528 White Spruce 10 9531 Rock Elm 8 Dying/Diseased 9532 Boxelder 24 9533 Boxelder 11 9534 Boxelder 7 9537 Ash 13 9538 Rock Elm 8 9539 Boxelder 11 9540 Rock Elm 7 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 9541 Hemlock 9 9542 Hemlock 10 9543 Ash 6 9544 Hemlock 10 9545 Hemlock 8 Multi -Trunked 9546 Hemlock 7 Multi -Trunked 9547 Boxelder 19 Dying/Diseased 9548 Hemlock 7 9549 Hemlock 10 9550 Hemlock 7 9551 Ash 6 9552 Ash 7 9553 Rock Elm 6 9554 Boxelder 12 9555 Ash 19 9556 Boxelder 7 9557 Boxelder 13 Dying/Diseased 9558 Northern White Cedar 13 Multi -Trunked 9559 Ash 9 9560 Red Pine 14 9561 Ash 11 9562 Ash 7 9563 Northern White Cedar 8 Multi -Trunked 9564 Red Pine 14 Dying/Diseased 9565 White Spruce 17 9566 Scotch Pine 11 Dying/Diseased 9567 Northern White Cedar 8 Multi -Trunked 9569 Red Pine 16 9570 Ash 18 Multi -Trunked 9571 Scotch Pine 14 9572 American Elm 12 9573 American Elm 12 9574 Scotch Pine 15 9575 Red Pine 15 Dying/Diseased 9576 Scotch Pine 12 9577 Scotch Pine 12 9578 Scotch Pine 8 Dying/Diseased 9579 Scotch Pine 26 9580 Scotch Pine 11 9581 White Spruce 13 9582 White Spruce 9 Dying/Diseased 9583 White Spruce 14 9584 White Spruce 37 9585 Norway Spruce 10 Dying/Diseased 9586 Ash 11 9587 Hackberry 16 9588 Scotch Pine 12 9589 American Elm 9 9590 Scotch Pine 10 9591 Ash 10 9592 Scotch Pine 15 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 9593 Rock Elm 8 9594 Rock Elm 7 9595 Rock Elm 11 9596 Rock Elm 6 9597 Boxelder 10 9598 Rock Elm 8 9599 Basswood 7 9600 Boxelder 8 9601 Rock Elm 8 9602 Ash 13 9603 Ash 9 9604 Ash 12 9605 Ash 10 9606 Red Pine 14 Dying/Diseased 9607 Northern White Cedar 12 Multi -Trunked 9608 Ash 22 Dying/Diseased 9609 Rock Elm 12 9610 Rock Elm 8 9611 Rock Elm 9 9612 Rock Elm 22 Multi -Trunked 9613 Rock Elm 11 9614 Rock Elm 13 9615 Hemlock 7 Multi -Trunked 9616 Hemlock 7 Multi -Trunked 9617 Boxelder 9 9618 Hemlock 7 Multi -Trunked 9619 Ash 18 9620 Rock Elm 16 9621 Red Pine 15 9622 Ash 22 9623 Ash 10 9624 Ash 7 9625 Ash 13 9626 Northern White Cedar 11 Multi -Trunked 9627 Ash 6 9628 Ash 11 9629 Ash 7 9630 Ash 8 9631 Ash 9 9632 Boxelder 11 9633 Ash 10 9634 Ash 8 9635 Boxelder 7 9636 Ash 6 9637 Ash 6 9638 Ash 8 9639 Ash 6 9640 Ash 14 Multi -Trunked 9641 Boxelder 7 9642 Ash 7 9643 Ash 8 1-1 1.. LI 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 9644 Red Pine 15 9645 Norway Spruce 15 9646 Norway Spruce 12 Dying/Diseased 9647 White Spruce 16 9648 White Spruce 15 9649 Ash 20 Multi -Trunked 9650 White Spruce 9 Dying/Diseased 9651 Ash 8 9652 Scotch Pine 13 9653 Red Pine 15 9654 Ash 6 9655 Ash 7 9656 Rock Elm 11 9657 Rock Elm 8 9658 Rock Elm 8 9659 Ash 7 9660 Rock Elm 7 9661 Boxelder 7 9662 Ash 13 Multi -Trunked 9663 Ash 8 9665 Ash 7 9666 Rock Elm 13 9667 Rock Elm 7 9668 Ash 6 9669 Ash 12 9670 Ash 6 9671 Rock Elm 7 9672 Northern White Cedar 11 Multi -Trunked 9673 Hemlock 7 9676 Ash 18 9677 Boxelder 24 Dying/Diseased 9678 Boxelder 16 9679 Boxelder 6 9680 Boxelder 19 Multi -Trunked 9681 Ash 6 9682 Boxelder 10 9683 White Spruce 22 9684 White Spruce 13 9685 White Spruce 17 9686 Ash 7 9687 Boxelder 28 9688 Norway Spruce 23 9689 Boxelder 58 Multi -Trunked 9690 Red Pine 11 9691 Boxelder 55 Multi -Trunked 9692 Ash 14 9693 Ash 10 9694 Ash 12 9695 Ash t0 9696 American Elm 9 9697 Boxelder 16 Dying/Diseased E 0 8125/20D4 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 9698 Ash 8 9699 Ash 7 9700 Boxelder 11 9701 Rock Elm 13 9702 Red Pine 15 9703 Northern White Cedar 7 Multi -Trunked 9704 Northern White Cedar 9 Multi -Trunked 9705 Northern White Cedar 11 Multi -Trunked 9706 Northern White Cedar 7 Multi -Trunked 9707 Northern White Cedar 10 9708 Northern White Cedar 16 Multi -Trunked 9709 Northern White Cedar 16 Multi -Trunked 9710 Northern While Cedar 24 Multi -Trunked 9711 Northern White Cedar 6 9712 Northern While Cedar 6 Multi -Trunked 9713 Northern White Cedar 14 Multi -Trunked 9714 Northern White Cedar 12 Multi -Trunked 9716 American Elm 8 9717 American Elm 8 9718 American Elm 6 9719 American Elm 8 9720 American Elm 7 9721 Ash 6 9722 Ash 6 9723 American Elm 8 9724 Rock Elm 18 Multi -Trunked 9725 Rock Elm 7 9726 Boxelder 6 9727 Ash 9 9728 Ash 7 9729 Ash 8 9730 Rock Elm 8 9731 Black Cherry 9 9732 Ash 8 9733 Black Walnut 9 9734 Red Pine 15 9735 Red Pine 15 9736 Red Pine 17 9737 Red Pine 12 9738 Red Pine 12 9739 Red Pine 13 9740 Red Pine 17 Dying/Diseased 9741 Red Pine 7 Dying/Diseased 9742 Red Pine 13 9743 Red Pine 25 Multi -Trunked 9744 Red Pine 16 9745 Red Pine 16 9746 Red Pine 13 9747 Red Pine 16 9748 Red Pine 10 9749 Red Pine 14 n L M r1 Li 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 9750 Red Pine 13 9751 Ash 6 9754 Norway Maple 8 9755 Ash 7 9756 American Elm 8 9757 Red Pine 18 9758 Red Pine 16 9759 Northern White Cedar 8 Multi -Trunked 9760 Northern White Cedar 10 Multi -Trunked 9761 Northern White Cedar 8 Multi -Trunked 9762 Northern White Cedar 12 Multi -Trunked 9763 Northern White Cedar 8 Multi -Trunked 9764 Northern White Cedar 13 Multi -Trunked 9765 Northern White Cedar 11 Multi -Trunked 9766 Northern White Cedar 17 Multi -Trunked 9767 Northern White Cedar 10 Multi -Trunked 9768 Northern White Cedar 14 9769 Northern White Cedar 9 Multi -Trunked 9770 Northern White Cedar 8 9771 Northern White Cedar 11 Multi -Trunked 9772 Northern White Cedar 7 9773 Northern White Cedar 11 Multi -Trunked 9774 Northern White Cedar 12 Multi -Trunked 9775 Northern White Cedar 11 Multi -Trunked 9776 Northern White Cedar 8 9777 Northern White Cedar 6 Multi -Trunked 9778 Weeping Willow 9 9782 Ash 7 9783 Ash 7 9784 Boxelder 8 9785 Rock Elm 7 9786 Rock Elm 17 9787 Ash 6 9788 Ash 12 9789 Red Oak 31 9790 Ash 17 Multi -Trunked 9791 Boxelder 13 9792 Boxelder 7 Dying/Diseased 9793 Boxelder 9 9794 Rock Elm 13 Dying/Diseased 9795 Ash 15 9796 Ash 9 9797 Rock Elm 10 9798 Ash 11 9799 Rock Elm 7 9800 Rock Elm 16 9801 Ash 8 9802 Boxelder 7 Dying/Diseased 9803 Boxelder 10 9806 Ash 6 9807 Rock Elm 15 r� U 0 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 9808 Ash 10 9809 Boxelder 10 9810 Ash 11 9811 Basswood 8 9812 Ash 7 9813 Red Oak 46 Multi -Trunked 9814 Boxelder 6 9815 Ash 18 9816 Red Oak 19 9817 Basswood 8 9818 Ash 20 9819 Red Oak 30 9820 Rock Elm 8 9821 Boxelder 8 9822 Boxelder 6 9823 Ash 9 9824 Rock Elm 10 9825 Ash 9 9826 Rock Elm 7 9827 Rock Elm 7 9828 Boxelder 7 9829 Ash 7 9830 Boxelder 6 9831 Ash 8 9832 Fruit Tree 6 9833 Fruit Tree 8 9834 Ash 7 9835 Birch 13 9836 Black Cherry 7 Dying/Diseased 9837 Birch 13 9838 Boxelder 9 9839 Ash 8 9840 Ash 11 9843 Boxelder 6 9844 Boxelder 7 9845 Ash 8 9846 Rock Elm 9 Dying/Diseased 9847 Boxelder 7 9848 Boxelder 6 9849 Rock Elm 7 Dying/Diseased 9850 Black Cherry 12 9851 Black Cherry 9 9852 Black Cherry 9 9853 Rock Elm 8 Dying/Diseased 9854 Rock Elm 11 Dying/Diseased 9855 Rock Elm 8 9856 Rock Elm 7 9857 Ash 19 9858 Boxelder 9 9860 Ash 15 9861 Rock Elm 11 0 8125/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 9862 Rock Elm 9 9863 Rock Elm 9 9864 Rock Elm 6 9865 Boxelder 9 9866 Ash 9 9869 Fruit Tree 7 9870 Fruit Tree 6 9871 Ash 8 9872 Ash 7 9873 Rock Elm 7 9874 Boxelder 8 9875 Fruit Tree 7 9876 Boxelder 8 9877 Boxelder 12 Multi -Trunked 9878 Boxelder 7 9879 Black Cherry 9 9880 Rock Elm 13 9881 Boxelder 9 9882 Rock Elm 10 9885 Boxelder 9 9886 Boxelder 12 9887 Ash 8 9888 Boxelder 6 9891 Boxelder 9 9892 Ash 12 9893 Ash 7 Dying/Diseased 9894 Boxelder 8 Dying/Diseased 9895 Ash 9 9896 Ash 9 9897 Ash 7 9898 Ash 16 9899 Fruit Tree 7 9900 Rock Elm 11 9901 Ash 12 9902 Black Cherry 20 Dying/Diseased 9905 Boxelder 10 9906 Red Oak 7 Dying/Diseased 9907 Weeping Willow 26 9908 Red Cedar 8 9909 Northern White Cedar 8 9910 Weeping Willow 6 9911 Weeping Willow 15 Multi -Trunked 9912 Boxelder 9 9913 Boxelder 8 9914 Boxelder 7 9915 White Spruce 7 9916 White Spruce 9 9917 Boxelder _ 8 9918 White Spruce 10 9919 Fruit Tree 7 Dying/Diseased 9920 Balsam Fir 10 E 0 0 8125/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 9921 Birch 7 9922 Birch 6 Dying/Diseased 9923 Ash 6 9924 Birch 7 9925 Birch 7 9926 Birch 8 9927 Birch 9 9928 Birch 6 9929 Jack Pine 7 9930 Jack Pine 9 9931 Jack Pine 9 Dying/Diseased 9932 Jack Pine 10 9933 Jack Pine 12 9934 American Elm 7 10000 Norway Spruce 8 10001 Colorado Spruce 11 10002 Colorado Spruce 13 10003 Colorado Spruce 10 10004 Colorado Spruce 10 10006 Norway Spruce 21 10007 Norway Spruce 16 10008 Norway Spruce 17 10011 White Spruce 17 10012 White Spruce 17 10013 Norway Spruce 16 10014 White Spruce 11 10015 White Spruce 7 10016 White Spruce 11 10017 White Spruce 12 10018 White Spruce 15 10019 White Spruce 12 10020 White Spruce 17 10021 White Spruce 9 10022 While Spruce 11 Multi -Trunked 10023 White Spruce 11 Multi -Trunked 10024 While Spruce 8 Multi -Trunked 10025 White Spruce 11 10026 White Spruce 13 10027 White Spruce 15 10028 White Spruce 10 10029 White Spruce 12 10030 White Spruce 13 10031 White Spruce 12 10032 White Spruce 9 10038 White Spruce 10 10039 Boxelder 11 10041 White Spruce 8 10042 Norway Spruce 8 10043 Norway Spruce 23 10050 White Pine 20 10051 Fruit Tree 21 Multi -Trunked, Dying/Diseased 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 10052 Fruit Tree 44 Multi -Trunked 10053 White Spruce 15 10054 White Spruce 13 10055 White Spruce 10 10056 White Spruce 8 10057 White Spruce 10 10058 White Spruce 11 10059 White Spruce 7 Multi -Trunked 10060 White Spruce 12 10061 White Spruce 8 10062 White Spruce 11 10063 White Spruce 9 10064 White Spruce 10 10065 White Spruce 6 10066 White Spruce 9 10067 White Spruce 9 10068 White Spruce 10 10069 White Spruce 13 10070 White Spruce 10 10071 White Spruce 6 10072 White Spruce 10 10073 White Spruce 11 10074 White Spruce 9 10075 White Spruce 13 10076 White Spruce 11 10077 White Spruce 11 10078 White Spruce 12 10079 White Spruce 12 10080 White Spruce 10 10105 White Spruce 13 10278 Northern While Cedar 6 10279 Northern White Cedar 6 10280 Northern White Cedar 10 Multi -Trunked 10281 Northern White Cedar 10 10282 Northern White Cedar 10 Multi -Trunked 10283 Northern White Cedar 21 Multi -Trunked 10284 Northern White Cedar 14 10285 Northern White Cedar 9 10286 Northern White Cedar 6 Multi -Trunked 10287 Northern White Cedar 6 Multi -Trunked 10288 Northern White Cedar 11 Multi -Trunked 10289 Northern White Cedar 8 Multi -Trunked 10290 Northern White Cedar 6 Multi -Trunked 10291 Northern White Cedar 10 Multi -Trunked 10292 Northern White Cedar 10 Multi -Trunked, Dying/Diseased 10293 Northern White Cedar 6 Multi -Trunked 10294 Northern White Cedar 17 Multi -Trunked 10295 Northern White Cedar 9 Multi -Trunked 10296 Northern White Cedar 8 10297 Northern White Cedar 24 Multi -Trunked 10298 Northern White Cedar 26 Multi -Trunked 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 10299 Northern White Cedar 13 Multi -Trunked 10300 Northern White Cedar 10 Multi -Trunked 10301 Northern White Cedar 9 Multi -Trunked 10302 Northern White Cedar 9 Multi -Trunked 10303 Northern White Cedar 11 10304 Northern White Cedar 8 10305 Northern White Cedar 10 10306 Northern White Cedar 11 Multi -Trunked 10307 Northern White Cedar 7 Multi -Trunked 10308 Northern White Cedar 20 Multi -Trunked 10309 Northern White Cedar 13 Multi -Trunked 10310 Northern White Cedar 12 Multi -Trunked 10311 Northern White Cedar 6 10312 Northern White Cedar 7 Multi -Trunked 10313 Northern White Cedar 7 Multi -Trunked 10314 Northern White Cedar 18 Multi -Trunked 10315 Northern White Cedar 26 Multi -Trunked 10316 Northern White Cedar 10 Multi -Trunked 10317 Northern White Cedar 14 Multi -Trunked 10318 Northern White Cedar 7 Multi -Trunked 10319 Northern White Cedar 9 Multi -Trunked 10320 Northern White Cedar 16 Multi -Trunked 10321 Northern White Cedar 26 Multi -Trunked 10322 Northern White Cedar 24 Multi -Trunked 10323 Northern White Cedar 7 Multi -Trunked 10324 Northern White Cedar 10 Multi -Trunked 10325 Northern White Cedar 10 Multi -Trunked 10326 Northern White Cedar 8 Multi -Trunked 10327 Northern White Cedar 8 Multi -Trunked 10328 Northern White Cedar 7 Multi -Trunked 10329 Northern White Cedar 13 Multi -Trunked 10330 Northern White Cedar 10 Multi -Trunked 10331 Northern White Cedar 9 Multi -Trunked 10333 Northern White Cedar 9 Multi -Trunked 10334 Northern White Cedar 6 10335 Northern White Cedar 6 Multi -Trunked 10336 Northern White Cedar 10 10337 Northern White Cedar 10 Multi -Trunked 10338 Northern White Cedar 10 Multi -Trunked 10342 Northern White Cedar 7 10343 Northern White Cedar 7 10344 Northern White Cedar 11 Multi -Trunked 10345 Northern White Cedar 11 Multi -Trunked 10346 Northern White Cedar 12 Multi -Trunked 10347 Northern White Cedar 11 Multi -Trunked 10348 Northern White Cedar 12 Multi -Trunked 10349 Northern White Cedar 7 Multi -Trunked 10350 Northern White Cedar 6 Dying/Diseased 10351 Northern White Cedar 8 Multi -Trunked 10352 Rock Elm 10 10353 Ash 8 r� u n L 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 10354 Ash 9 10355 Rock Elm 11 10356 Boxelder 17 10357 Ash 7 10358 Ash 14 10359 Ash 6 10360 Ash 6 10361 Ash 6 10362 Ash 6 10363 Ash 6 10364 Ash 9 10365 Ash 12 10366 Ash 6 10367 Ash 6 10368 Ash 14 10369 Ash 14 10370 Ash 11 10371 Ash 14 Multi -Trunked 10372 White Spruce 20 10373 Ash 7 10374 Ash 10 10375 Ash 10 10376 Northern White Cedar 9 Multi -Trunked 10377 Red Pine 17 10378 Red Pine 27 Dying/Diseased 10379 Ash 11 10380 Ash 6 10381 Ash 9 Dying/Diseased 10382 Ash 6 10383 Ash 6 10384 Black Cherry 12 10385 Ash 9 10386 Hackberry 10 10387 Boxelder 9 10388 Ash 9 10389 Ash 7 10390 Ash 7 10391 Ash 7 10392 Ash 8 10393 Ash 8 10394 Ash 9 10395 Ash 7 10396 Ash 6 10397 Ash 9 10398 Ash 10 10399 Ash 9 10400 Ash 8 10401 Ash 7 10402 Ash 6 10403 Ash 8 10404 Ash 6 0 0 0 8/2512004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 10405 Ash 6 10406 Black Cherry 6 10407 Ash 15 Multi -Trunked 10408 Ash 8 10409 Birch 16 10410 Rock Elm 9 10411 Ash 7 10412 Ash 7 10413 Ash 10 10414 Ash 14 10415 Ash 10 10416 Ash 12 10417 Ash 7 10418 Ash 17 10419 Birch 12 10420 Ash 9 10421 Ash 11 10422 Ash 7 10423 Ash 10 10424 Ash 6 10425 Ash 9 10426 Ash 6 10427 Hemlock 12 10428 Boxelder 8 10429 Ash 20 10430 Hackberry 15 10431 Hemlock 8 10432 Hemlock 7 10433 Ash 9 10434 Hemlock 6 10435 Fruit Tree 18 Multi -Trunked, Dying/Diseased 10436 Hemlock 7 Dying/Diseased 10437 Hemlock 12 10438 Boxelder 19 10439 Boxelder 8 10440 Boxelder 21 10441 Hemlock 6 10442 Black Cherry 11 10443 Black Cherry 10 10444 Black Cherry 10 10445 Ash 7 10446 American Elm 14 Multi -Trunked 10447 Black Cherry 10 10448 Rock Elm 8 10449 American Elm 9 10450 American Elm 8 10451 American Elm 12 10452 American Elm 6 10453 Ash 6 10454 Ash 8 10455 Ash 7 L 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 10456 Ash 7 10457 Ash 8 10458 Ash 15 Multi -Trunked 10459 Ash 8 10460 Ash 10 10461 Ash 8 10462 Ash 10 10463 Scotch Pine 18 Dying/Diseased 10464 Ash 10 10465 Ash 10 10466 Ash 10 10467 Ash 13 10468 Ash 15 Multi -Trunked 10469 Ash 9 10470 Ash 9 10471 Ash 8 10472 Ash 8 10473 Ash 14 10474 Ash 14 10475 Ash 8 10476 Ash 12 10477 Ash 8 10478 Ash 8 10479 Boxelder 12 10480 Northern White Cedar 11 Multi -Trunked 10481 Northern While Cedar 9 Multi -Trunked 10485 Ash 8 10486 Ash 11 10487 Ash 7 10488 Ash 10 10489 Ash 7 10490 Rock Elm 19 10491 Ash 12 10492 Ash 12 10493 Ash 13 10494 Ash 9 10495 Ash 8 10496 Ash 8 10497 Rock Elm 9 10498 Ash 8 10499 Scotch Pine 22 10500 Ash 7 10501 Ash 8 10502 Ash 7 10503 Ash 10 10504 Ash 7 10505 Ash 7 10506 Rock Elm 7 10507 Rock Elm 9 10508 Fruit Tree 6 10509 Rock Elm 17 0 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 10510 Ash 7 10511 Rock Elm 7 10512 Rock Elm 7 10513 Ash 9 10514 Ash 7 10515 Ash 14 10516 Ash 12 10517 Ash 12 10518 Ash 8 10519 Scotch Pine 17 10520 Scotch Pine 16 10521 Scotch Pine 21 10522 Ash 8 10523 Red Pine 14 10524 Scotch Pine 24 10525 Scotch Pine 18 Multi -Trunked, Dying/Diseased 10526 Scotch Pine 27 10527 Scotch Pine 18 10528 Scotch Pine 17 Dying/Diseased 10529 Fruit Tree 8 10530 Boxelder 12 10531 Ash 6 10532 Rock Elm 7 10533 Ash 8 10534 Ash 8 10535 Ash 17 Multi -Trunked 10536 Ash 7 10537 Ash 6 10538 Ash 9 10539 Ash 7 10540 Ash 7 10541 Ash 8 10542 Ash 7 10543 Rock Elm 7 10544 Ash 6 10545 Ash 6 10546 Ash 10 10547 Ash 7 10548 Ash 7 10549 Ash 7 10550 Ash 10 10551 Ash 10 10552 Ash 14 10553 Ash 13 10554 Ash 6 10555 Ash 8 10556 Ash 13 10557 Ash 9 10558 Ash 11 10559 Ash 9 10560 Ash 8 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 10561 Ash 9 10562 Ash 9 10563 Ash 11 10564 Ash 6 10565 Ash 8 10566 Ash 7 10567 Ash 18 Multi -Trunked 10568 Ash 9 10569 Rock Elm 12 Dying/Diseased 10570 Ash 9 10571 Ash 10 10572 Ash 9 10573 Boxelder 9 10574 Black Cherry 8 10575 Ash 13 10576 Boxelder 8 10577 Rock Elm 7 10578 Black Cherry 12 10579 Black Cherry 16 10580 Ash 7 10581 Scotch Pine 16 Dying/Diseased 10582 Scotch Pine 8 10583 Ash 6 10584 Scotch Pine 27 10585 Scotch Pine 26 10586 Hackberry 11 10587 Ash 22 10588 Northern White Cedar 9 Multi -Trunked 10589 Northern White Cedar 7 Multi -Trunked 10590 Northern White Cedar 9 Multi -Trunked 10591 Northern White Cedar 10 Multi -Trunked 10592 Northern White Cedar 7 Multi -Trunked 10593 Northern White Cedar 9 Multi -Trunked 10594 Northern White Cedar 5 Multi -Trunked 10595 Northern White Cedar 12 Multi -Trunked 10596 Northern White Cedar 7 Multi -Trunked 10597 Northern White Cedar 6 Multi -Trunked 10598 Northern White Cedar 6 Multi -Trunked 10599 Northern White Cedar 12 Multi -Trunked 10600 Northern White Cedar 8 Multi -Trunked 10601 Basswood 9 10602 Northern White Cedar 8 Multi -Trunked 10603 Northern White Cedar 7 Multi -Trunked 10604 Northern White Cedar 8 Multi -Trunked 10605 Ash 12 10606 Northern White Cedar 8 Multi -Trunked 10607 Northern White Cedar 9 Multi -Trunked 10608 Northern White Cedar 9 Multi -Trunked 10611 Ash 13 10612 Boxelder 16 Multi -Trunked 10613 Boxelder 7 0 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 10614 Cottonwood 13 Multi -Trunked 10615 Cottonwood 9 Multi -Trunked 10616 Cottonwood 7 Multi -Trunked 10617 Cottonwood 10 Multi -Trunked 10618 Cottonwood 9 Multi -Trunked 10619 Cottonwood 7 Multi -Trunked 10620 Cottonwood 7 Multi -Trunked 10621 Cottonwood 6 10622 Cottonwood 11 Multi -Trunked 10623 Cottonwood 9 Multi -Trunked 10624 Cottonwood 11 Multi -Trunked 10625 Cottonwood 6 Dying/Diseased 10626 Cottonwood 10 Multi -Trunked 10627 Cottonwood 5 Multi -Trunked, Dying/Diseased 10628 Cottonwood 8 Multi -Trunked 10629 Cottonwood 9 Multi -Trunked 10630 Cottonwood 8 Multi -Trunked 10631 Cottonwood 6 Multi -Trunked 10632 Cottonwood 9 10633 Cottonwood 9 Multi -Trunked 10634 American Elm 10 10635 Cottonwood 6 Multi -Trunked 10636 Cottonwood 10 Multi -Trunked 10637 Ash 56 Multi -Trunked 10638 Ash 7 10639 Ash 14 10640 Ash 14 10641 Ash 14 10642 Boxelder 50 Multi -Trunked 10643 Ash 7 10644 Ash 7 10645 Fruit Tree 22 Multi -Trunked 10646 Rock Elm 10 10647 Boxelder 6 Dying/Diseased 10648 Boxelder 8 10649 Boxelder 8 10650 Ash 15 Multi -Trunked 10651 Ash 7 10652 Rock Elm 12 10653 Rock Elm 13 10654 Hackberry 7 10655 Ash 6 10656 Ash 6 10657 Rock Elm 17 Multi -Trunked 10658 Rock Elm 16 10659 Ash 7 10660 Ash 8 10661 Red Cedar 8 10662 Black Cherry 8 10663 Fruit Tree 8 10664 Ash 9 r-1 L 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 10665 Rock Elm 10 10666 Red Cedar 8 10667 Rock Elm 9 10668 Rock Elm 7 10669 Rock Elm 7 10670 Rock Elm 8 10671 Ash 7 10672 Ash 6 10673 Ash 8 10674 Boxelder 40 Multi -Trunked 10675 Boxelder 22 Multi -Trunked 10676 Ash 6 10677 Ash 8 10678 Ash 6 10679 Rock Elm 9 10680 Ash 7 10681 Ash 7 10682 Fruit Tree 14 Multi -Trunked 10683 Black Cherry 8 10684 Black Cherry 8 10685 Ash 9 10686 Ash 7 10687 Red Pine 14 10688 Birch 7 10689 Ash 8 10690 Ash 7 10691 Rock Elm 9 10692 Black Cherry 13 10693 Rock Elm 8 10694 Ash 7 10695 Rock Elm 12 10696 Black Cherry 9 10697 Fruit Tree 7 10698 Rock Elm 6 10699 Rock Elm 6 10700 Rock Elm 8 10701 Rock Elm 11 Dying/Diseased 10702 Rock Elm 8 10703 Rock Elm 9 10704 Rock Elm 12 Dying/Diseased 10705 Ash 6 10706 Ash 7 10707 Boxelder 6 10708 Ash 6 10709 Black Cherry 7 10710 Ash 7 10711 Ash 7 10712 Ash 14 Multi -Trunked 10713 Ash 8 10714 Ash 8 10715 Black Cherry 9 0 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 10716 Fruit Tree 8 10717 Rock Elm 7 10718 Ash 12 10719 Red Cedar 9 10720 Ash 6 10721 Black Cherry 7 10722 Ash 12 10723 Ash 7 10724 Ash 11 10725 White Spruce 14 10726 Ash 17 Multi -Trunked 10727 Ash 7 10728 Ash 8 10729 Fruit Tree 20 Multi -Trunked 10730 Rock Elm 8 10731 Ash 8 10732 Ash 8 10733 Boxelder 8 10734 Black Cherry 8 10735 Red Oak 11 10736 Ash 10 10737 Ash 7 10738 Red Pine 14 10739 Boxelder 24 Multi -Trunked 10740 Red Pine 16 10741 Red Pine 14 10742 Red Pine 14 10743 Red Pine 14 10744 Ash 7 10745 Ash 7 10746 Boxelder 15 10747 Boxelder 8 10748 Ash 12 10749 Boxelder 8 10750 Ash 11 10752 Black Cherry 10 10753 Ash 10 10754 Ash 6 10755 Rock Elm 6 10756 Rock Elm 6 10757 Black Cherry 17 10758 Ash 6 10759 Black Cherry 11 10760 Ash 6 10761 Boxelder 6 10762 Boxelder 8 10763 Ash 7 10764 Ash 8 10765 Rock Elm 6 10766 Boxelder 7 10767 Ash 9 12 8/25/2004 Pinehurst Tagged Trees 20041064.00 Tree ID Tree Species Diameter Notes 10768 Ash 7 10769 Ash 6 10770 Black Cherry 12 10771 Ash 6 10772 Rock Elm 14 10773 Boxelder 6 10774 Ash 7 10775 Ash g 10776 Ash 8 10777 Rock Elm 7 10778 Ash 10 10780 Ash 8 10781 Rock Elm 8 10782 Rock Elm 8 10783 Ash 9 10784 Ash 8 10785 Rock Elm 11 10786 Ash 6 10787 Rock Elm 10 Dying/Diseased 10788 Ash 7 10791 Ash 8 10792 Ash 8 10793 Ash 6 10794 Ash 6 10795 Ash 6 10796 Fruit Tree 16 10797 Boxelder 6 10798 Boxelder 8 10799 Boxelder 11 10800 Boxelder 11 10801 Boxelder 13 10804 Weeping Willow 35 10805 Boxelder 9 10806 Boxelder 8 10807 Boxelder 22 10808 Boxelder 15 10809 Boxelder 16 10810 Boxelder 13 10811 Boxelder 11 10814 Boxelder 16 10815 Boxelder 21 Multi -Trunked 10817 Boxelder 7 10818 Boxelder 15 �ot{ 10819 Boxelder 11 4'3� 10998 Ash TOTAL 44� 038 ; r� ).qi Dibp ju d �ld,pllCa� 'iY'CGS� Spic 0 0 PRELIMINARY STORM WATER RUNOFF CALCULATIONS CITY OF CHANHASS91 Pinehurst RECEIVED SEP 1 7 2004 Chanhassen, MN CHANHASSEN PLANNING DEPT for: Plowshares Development, LLC 1851 Lake Drive West Chanhassen, MN 55317 Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone (952) 937-5150, Fax (952) 937-5822 September 17, 2004 Project # 20041064 SCANNED 0 0 SUMMARY The attached storm water runoff and ponding calculations are based on Nationwide Urban Runoff Program (NURP) and The Soil Conservation Service Synthetic Unit Hydrograph Method incorporated into the software program Hydraflow by Intelisolve, version 7.0.0.19. Two interconnected ponds were incorporated into the project for both rate control and quality control. The goal for rate control on this project was not to exceed existing discharge rates for the 2, 10 and 100 -year events. SITE CONDITIONS The site consists of Type "B" soils, and curve numbers were obtained from "Technical Release 55: Urban Hydrology for Small Watersheds." A curve number of 55 was used for the existing condition of woods, 70 for residential, 69 for grassland and 65 for woods and grass area mixed. For the proposed conditions a curve number of 70 was used for residential single-family development. Refer to attachments for existing and proposed drainage areas. ROUTING Under existing conditions, 27.82 acres drains to an existing ravine located at the southwest corner of the site. Another 7.09 acres drains to an existing swale in the Wood Ridge Heights development, 3.48 acres drains to an existing catch basin on the Wood Ridge Heights development and the remaining 4.93 acres drains to an Existing Pond located at the intersection of Lake Lucy Road and County Road 117. Under post -development conditions, 22.84 acres of drainage is routed through the development to the existing ravine located on the southwest corner of the site, 0.64 acres drains to the Wood Ridge Heights swale, 1.06 acres drains to the existing catch basin, 2.10 acres drains to the existing pond and the remaining 16.69 acres of development is routed to the proposed ponds prior to being discharged to a storm sewer stub located in Manchester Drive. The capacity of the existing stub is 9.5 cfs per the City of Chanhassen. The storm water is then routed to the existing storm water pond located at the intersection of Lake Lucy Road and County Road 117. RATE CONTROL An evaluation was made for both the pre -development and post -development peak runoff rates for the entire site. By using a 15" culvert the peak runoff rates were within rate control requirements. The following is a table summarizing pre -development and post -development peak runoff rates for the 2 -year, 10 -year, and 100 -year storms: PEAK RUNOFF RATES Pre-Develonment Pnsf-nevelnnmwnf Drainage 2 yr cfs) 10 yr (cfs) 100 yr (cfs) 2 yr (cfs) 10 yr (cfs) 100 yr (cfs Ravine 3.42 15.43 36.89 2.81 12.67 30.29 *Existing Swale 2.23 8.74 19.05 0.31 1.07 2.24 *Existing Catch Basin 1.10 4.29 9.35 0.51 1.77 3.71 *Existing Pond 1.55 6.08 13.24 1.01 3.51 7.34 *Existinci Stub 0.00 0.00 0.00 1.69 5.21 8.41 Totals 8.30 1 34.54 78.53 6.33 24.23 51.99 'Ultimately the flows to the existing catch basin, existing stub and existing swale are conveyed to the existing Pond. The flows were subdivided for comparison purposes. The capacity of the existing stub is 9.5 cfs per the City of Chanhassen. * WESTWOOD PROFESSIONAL SERVICES, INC. (952) 937-5150 0 0 SUMMARY Following is a table summarizing the rate control pond system: Pond Drainage NWL Dead 100 -yr Live 100 -yr 100 -yr Overflow Area (feet) Storage HWL Storage Inflow Discharge Elevation acre (acre-feet) ((feet) acre-feet) cfs) (cfs) (feet Pond A & B 16.69 1024_ 1.09 1027.5 3.80 46.67 8.41 1028.5 WATER QUALITY The PONDNET model was used to determine the phosphorus removal efficiency of the proposed pond. The removal efficiency of the pond is 62% I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. —� � Q�' / I ' C ons PI. Reg. No. 40853 _ i_ q11 Date 7/oy Date * WESTWOOD PROFESSIONAL SERVICES, INC. (952) 937-5150 02W4 wesNooe Pmfe55iond $erNas mc. Call F8 Hours before digging_ GOPHER STATE ONE CALL Twin City Arm 651-454-0002 Mn. Toll Free 1-800-252-1166 I I X I I I I I I 0' 100' 200• J01 C-12 2WI136.d/.F010NC Cie. 09/17/04 �e<c T or 2 Imnr_ 'rra93 "r :"' I I I p ' I P11lehUTSt Existing Drainage Area W Westwood Professional Services, Inc I ��"/r �.�"j/� plowshares Development, LLC. - m Map `"`"°'."`..«"'.. m Msi1 m' Iasi tete rn;.e west, siete s „� 09/v/a ,"„ � '� o,.dne®eA, to.,.,m, scan o,s.,nsseti Minn®ota Nkt I + \�'�Z4 L\Mftlflip mm �AN.� it 1\Y��fI//iir"a�e��f��a�A►gp 0 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (acft) Inflow hyd(s) Maximum elevation (ft) Maximum storage (acft) Hydrograph description DA -1 1 SCS Runoff 3.42 3 750 0.782 — 2 SCS Runoff 2.23 3 726 0242 — DA -2 3 SCS Runoff 1.10 3 726 0.119 — DA -3 4 SCS Runoff 1.55 3 726 0.168 — DA -4 5 SCS Runoff 2.81 3 750 0.642 — DA -5 6 SCS Runoff 0.31 3 720 0.020 — DA -6 7 SCS Runoff 0.51 3 720 0.033 — DA -7 8 SCS Runoff 1.01 3 720 0.065 -- ---- DA -8 9 SCS Runoff 8.07 3 729 0.786 — -- DA -9 11 Reservoir 1.69 3 765 0.786 9 1024.63 0.263 NURP PONDS Proj. file: 04-09-10-DAP01.gpw FReturn Period: 2 yr Run date: 09-16-2004 Hydraflow Hydrographs by Inlelisolve 0 Hydrograph Summary Report 0 Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (acft) Inflow hyd(s) Maximum elevation (ft) Maximum storage (acft) Hydrograph description 1 SCS Runoff 15.43 3 744 2.414 — DA -1 2 SCS Runoff 8.74 3 726 0.699 — DA -2 3 SCS Runoff 4.29 3 726 0.343 — -- DA -3 4 SCS Runoff 6.08 3 726 0.486 — DA -4 5 SCS Runoff 12.67 3 744 1.982 — DA -5 6 SCS Runoff 1.07 3 720 0.057 — DA -6 7 SCS Runoff 1.77 3 720 0.095 — DA -7 8 SCS Runoff 3.51 3 720 0.188 — DA -8 9 SCS Runoff 23.50 3 729 1.986 — DA -9 11 Reservoir 5.21 3 753 1.986 9 1025.82 0.758 NURP PONDS Proj. file: 04-09-10-DAP01.gpw Return Period: 10 yr Run date: 09-16-2004 Hydraflow Hydrographs by Intelisolve 0 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (acft) Inflow hyd(s) Maximum elevation (ft) Maximum storage (acft) Hydrograph description 1 SCS Runoff 36.89 3 744 5.109 --- --- DA -1 2 SCS Runoff 19.05 3 726 1.433 — DA -2 3 SCS Runoff 9.35 3 726 0.703 — DA -3 4 SCS Runoff 13.24 3 726 0.996 -- DA -4 5 SCS Runoff 30.29 3 744 4.194 — DA -5 6 SCS Runoff 2.24 3 717 0.118 — DA -6 7 SCS Runoff 3.71 3 717 0.195 --- -- DA -7 8 SCS Runoff 7.34 3 717 0.386 — DA -8 9 SCS Runoff 46.67 3 726 3.804 — ---- DA -9 11 Reservoir 8.41 3 756 3.804 9 1027.52 1.642 NURP PONDS Proj. file: 04-09-10-DAP01.gpw Return Period: 100 yr Run date: 09-16-2004 Hydraflow Hydrographs by Intelisolve 0 Hydrograph Report Hyd. No. 1 DA -1 0 Page 1 Hydraflow Hydrogmphs by Intelisolve Hydrograph type = SCS Runoff Peak discharge = 36.89 cfs Storm frequency = 100 yrs Time interval = 3 min Drainage area = 27.82 ac Curve number = 63 Basin Slope = 3.6% Hydraulic length = 1950 ft Tc method = LAG Time of conc. (Tc) = 45.9 min Total precip. = 6.00 in Distribution = Type 11 Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume = 5.109 acft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.40 36.89 << ... End 0 0 Hydrograph Report Page 1 Hydrograph Volume = 1.433 acfl Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.10 19.05 << ... End Hydraflow Hydrographs by Intelisolve Hyd. No. 2 DA -2 Hydrograph type = SCS Runoff Peak discharge = 19.05 cfs Storm frequency = 100 yrs Time interval = 3 min Drainage area = 7.09 ac Curve number = 65 Basin Slope = 6.5% Hydraulic length = 850 ft Tc method = LAG Time of conc. (Tc) = 16.7 min Total precip. = 6.00 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume = 1.433 acfl Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.10 19.05 << ... End 0 0 Hydrograph Report Page 7 Hydrograph Volume = 0.703 ad t Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.10 9.35 << ... End Hydraflow Hydrographs by Intelisolve Hyd. No. 3 DA -3 Hydrograph type = SCS Runoff Peak discharge = 9.35 cfs Storm frequency = 100 yrs Time interval = 3 min Drainage area = 3.48 ac Curve number = 65 Basin Slope = 5.9% Hydraulic length = 860 ft Tc method = LAG Time of conc. (Tc) = 17.6 min Total precip. = 6.00 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume = 0.703 ad t Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.10 9.35 << ... End n L-A Hydrograph Report Hyd. No. 4 DA -4 Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 100 yrs = 4.93 ac = 5.3% = LAG = 6.00 in = 24 hrs Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.10 13.24 << End F Page 1 Hydraflow Hydrographs by Intelisolve Peak discharge = 13.24 cfs Time interval = 3 min Curve number = 65 Hydraulic length = 880 ft Time of conc. (Tc) = 19 min Distribution = Type II Shape factor = 484 Hydrograph Volume = 0.996 adh 0 0 Hydrograph Report Page 1 Hydrograph Volume = 4.194 acft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.40 30.29 << ...End HydraFlow Hydrographs by Intelisolve Hyd. No. 5 DA -5 Hydrograph type = SCS Runoff Peak discharge = 30.29 cfs Storm frequency = 100 yrs Time interval = 3 min Drainage area = 22.84 ac Curve number = 63 Basin Slope = 3.6% Hydraulic length = 1950 ft Tc method = LAG Time of conc. (Tc) = 45.9 min Total precip. = 6.00 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume = 4.194 acft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.40 30.29 << ...End 0 0 Hydrograph Report Pagel Hydrograph Volume = 0.118 acct Hydrograph Discharge Table Time -- Outflow (hrs cfs) 11.95 2.24 « NOR HydraBow Hydrographs by Intelisolve Hyd. No. 6 DA -6 Hydrograph type = SCS Runoff Peak discharge = 2.24 cfs Storm frequency = 100 yrs Time interval = 3 min Drainage area = 0.64 ac Curve number = 65 Basin Slope = 0.0% Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 7 min Total precip. = 6.00 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume = 0.118 acct Hydrograph Discharge Table Time -- Outflow (hrs cfs) 11.95 2.24 « NOR 0 0 Hydrograph Report Page 1 Hydrograph Volume = 0.195 acft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 11.95 3.71 << .End Hydraflow Hydrographs by Intelisolve Hyd. No. 7 DA -7 Hydrograph type = SCS Runoff Peak discharge = 3.71 cfs Storm frequency = 100 yrs Time interval = 3 min Drainage area = 1.06 ac Curve number = 65 Basin Slope = 0.0% Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 7 min Total precip. = 6.00 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume = 0.195 acft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 11.95 3.71 << .End n L Hydrograph Report Hyd. No. 8 DA -8 Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration r1 u Page 1 Hydraflow Hydrographs by Intelisolve = SCS Runoff Peak discharge = 7.34 cfs = 100 yrs Time interval = 3 min = 2.10 ac Curve number = 65 = 0.0% Hydraulic length = 0 ft = USER Time of conc. (Tc) = 7 min = 6.00 in Distribution = Type II = 24 hrs Shape factor = 484 Hydrograph Volume = 0.386 acft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 11.95 7.34 << .End LI Hydrograph Report Hyd. No. 9 DA -9 Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 100 yrs = 16.69 ac = 0.0% = USER = 6.00 in = 24 hrs Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.10 46.67 << ... End Page 7 Hydrallow Hydrographs by Intelisolve Peak discharge = 46.67 cfs Time interval = 3 min Curve number = 70 Hydraulic length = 0 ft Time of conc. (Tc) = 20 min Distribution = Type II Shape factor = 484 Hydrograph Volume = 3.804 acft Hydrograph Report Hyd. No. 11 NURP PONDS Hydrograph type = Reservoir Storm frequency = 100 yrs Inflow hyd. No. = 9 Max. Elevation = 1027.52 ft Page 1 Hydraflow Hydrographs by Intelisolve Peak discharge Time interval Reservoir name Max. Storage = 8.41 cfs = 3 min = NURP PONDS = 1.642 acft Storage Indication method used. Outflow hydrograph volume = 3.804 acft Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D ESI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.60 8.66 1027.52 << 8.41 ---- ----- ---- ----- ----- -- — ----- ---- 8.41 << ... End Reservoir Report Stage Storage Weir Structures Civ A Page 1 acft ft [A] Reservoir No. 1 - NURP PONDS [C] HydraBow Hydrographs by Intelisolve Pond Data [B] [C] Pond storage is based on known contour areas. Average end area method used. Stage / Storage Table 0.0 0.0 Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (acft) Total storage (acft) 0.00 1024.00 15,755 0.000 0.000 2.00 1026.00 20,585 0.834 0.834 4.00 1028.00 25,605 1.060 1.895 Culvert / Orifice Structures Stage Storage Weir Structures Civ A It acft ft [A] [B] [C] [D] [Al [B] [C] [D] Rise in = 15.0 0.0 0.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span in = 15.0 0.0 0.0 0.0 Crest El. ft = 0.00 0.00 0.00 0.00 No. Barrels = 1 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert EL It = 1024.00 0.00 0.00 0.00 Weir Type = - - - - Length ft = 100.0 0.0 0.0 0.0 Multi -Stage = No No No No Slope% = 0.50 0.00 0.00 0.00 N -Value = .013 .000 .000 .000 Orif. Cceff. = 0.60 0.00 0.00 0.00 Multi -Stage = n/a No No No Exfiltration Rate = 0.00 in/hr/sgft TaNwiter Elev. = 0.00 ft Stage / Storage / Discharge Table Stage Storage Elevation Civ A It acft ft cis 0.00 0.000 1024.00 0.00 2.00 0.834 1026.00 5.65 4.00 1.895 1028.00 9.10 Note: All outflows have been analyzed under inlet anti outlet control. CIV B CIV C Civ D Wr A Wr B Wr C Wr D Exfil Total cfs Cts cfs cfs cfs cfs cfs cfs cfs 0.00 5.65 9.10 0 PROJECT TITLE: PROJECT NO.: DESIGNED BY: DESIGNED DATE: Pinehurst 2004-1064 Curtis Neft 09/17/04 Sediment Pond 0 Station Contour Distance Feet Sq. Ft. Area Ac. Area Ac -ft Storage Cumm. Stora e 1014 347.00 0.00797 2 0.039878 0.039878 1016 1,530.00 0.03512 2 0.101973 0.141851 1018 2,993.00 0.06871 2 0.180175 0.322026 1020 4,936.00 0.11331 2 0.286412 0.608438 1022 7,638.00 0.17534 1 0.193252 0.801690 1023 9,223.00 0.21173 1 0.283382 1.085072 1024 15,755.00 0.36169 2 0.831784 1.916856 1026 20,585.00 0.47257 2 1.058283 2.975139 1028 25,605.00 0.58781 TOTAL 2.97514 0 0 PONDSIZ - Version 2.1 - W. Walker INPUT VARIABLE UNITS VALUES NOTES case title ------------> Pond E watershed area acres pervious curve number - from SCS tables, for AMC=2 impervious fraction design storm inches antecedent moisture cond. pond maximum depth feet bench width be feet bench slope be ft/ft side slope ab ftift pond shape factor 3 length/width ratio 2 top length c feet OUTPUT VARIABLE UNITS target volume acre -ft design volume acre -ft 16.69 61 from SCS tables, for AMC=2 0.25 2.5 VLAWMO criterion = 2.5 inches 2 (1,2,or 3), VLAWMO criterion = 2 4 <=10ft 0 >= loft 4 >= 10 ft horiz / ft vertical 4 >= 3 ft horiz / ft vertical 3 1 =triangle, 2=rectangle,3=ell ipse 2 >= 3 140.00 adjust to achieve target volume VALUE 1.07 = design storm runoff volume 1.08 should be >= target volume 0 0 PONDNET 2.1 W. Walker March 1989 OUTPUT VARIABLES outflow p load TITLE—> 9.230223 INPUT VARIABLES.... UNITS 13.90833 case labels ppb Pond A watershed area acres 16.69 runoff coefficient % 0.25 pond surface area acres 0.36 pond mean depth feet 3 upstream pond p load lbs/yr 0 upstream pond outflow ac-ft/yr 0 OUTPUT VARIABLES outflow p load lbs/yr 9.230223 outflow volume ac-ft/yr 13.90833 outflow p conc ppb 244.1674 pond removal % 62.43778 total removal % 62.43579 ASSUMED EXPORT FACTORS period length yrs 0.5 period precipitation inches 20 runoff total p ppb 650 runoff ortho p/total p ac-fttyr 0.3 relative decay rate lbs/yr 1 unit runoff in/yr 10 unit export lbs/ac-y 1.472328 9910DI•ri7111I:1:1111Biel:10 runoff ac-ft/yr 13.90833 upstream pond ac-ft/yr 0 total inflow ac-ft/yr 13.90833 outflow ac-fttyr 13.90833 POND PHOSPHORUS BUDGETS runoff lbs/yr 24.57315 upstream pond lbs/yr 0 total inflow lbs/yr 24.57315 net sedimentation lbs/yr 15.34293 outflow lbs/yr 9.230223 HYDRAULIC PARAMETERS pond volume acre -ft 1.08 vlawmo pond volume acre -ft 0.869271 relative volume inches 3.106052 residence time years 0.077651 residence time days 28.34272 overflow rate ft/yr 38.63426 inflow phos conc ppb 650.0344 outflow phos conc ppb 244.1674 p reaction rate 4.425322 1-rp 0.375622 F-1 0 FINDINGS AND CONCLUSIONS City of Chanhassen 7700 Market Boulevard • P.O. Box 147 • Chanhassen, MN 55317 Name of Applicant: Nathan Franzen, Plowshares Development Project Location: SW 1/4 of Section 3. TI 16N, R23W in Chanhassen. MN Type of Application (check one): Date of Decision: _August 13, 2004 El Delineation Decision ❑ Exemption Decision ❑ No Loss Decision ❑ Replacement Plan Decision ❑ Banking Plan Decision Findings and Conclusions On July 19, 2004, the applicant submitted a wetland delineation of the above site. The wetland boundary map by Westwood Professional Services, Inc. dated July 12, 2004 depicts the jurisdictional wetland boundaries verified on-site by City staff on July 9, 2004. CITY OF CHANHASSEN By - Ti/Water Resources Coordinator Date: August 13, 2004 SCANNED [Insert List Name and Address of Local Government Unit Here]City of Chanhassen - 7700 Market Boulevard - P.O. Box 147 - Chanhassen, MN 55317 Name of Applicant: Nathan Franzen, Plowshares Development Application Number: n/a Type of Application (check one): Date of Decision: August 13, 2004 Check One: ®Approved List of Addressees: ❑ Exemption Decision ❑ No Loss Decision ❑ Replacement Plan Decision ❑ Banking Plan Decision ® Wetland Type/Boundary Decision ❑ Approved with conditions ❑ Denied [Landowner] Nathan Franzen, Plowshares Development [Members of Technical Evaluation Panel] Chip Hentges, Carver SWCD Brad Wozney, BWSR [Watershed District or Watershed Management Organization (If Applicable)] Bob Obermeyer, Riley -Purgatory -Bluff Creek Watershed District [Department of Natural Resources Regional Office] Julie Ekman, Area Hydrologist DNR Wetlands Coordinator @ Ecological Services Section 500 Lafayette Road, Box 25 St. Paul, MN 55155 Corp of Engineers Project Manager @ Department of the Army, Corps of Engineers, St. Paul District ATTN: CO -R, 190 Fifth Street East St. Paul, MN 55101-1638 [Individual members of the public who requested a copy, summary only] David Weetman, Westwood Professional Services, Inc. Mancino Delin Notice -Page 1 of 2 (April 2003) SCANNlp You are hereby notified that the decision of the Local Government Unit on the above - referenced application was made on the date stated above. A copy of the Local Government Unit's Findings and Conclusions is attached. Pursuant to Minn. R. 8420.0250 any appeal of the decision must be commenced by mailing a petition for appeal to the Minnesota Board of Water and Soil Resources within thirty (30) calendar days of the date of the mailing of this Notice. [LOCAL GOVE NT UNIT] August 13.2004 L,Sijnature Date Water Resources Coordinator Title - Page 2 of 2 Mancino Delin Notice (April 2003) 0 0 WWestwood Professional Services, Inc. • 7599 Anagram Drive Eden Prairie, MN 55344 TRANSMITTAL 952-937-5150 Toll Free: 1-888-937-5150 FAX 952-937-5822 Date: July 15, 2004 To: Lori Haak City of Chanhassen P/ ✓(�l �� 7700 Market Blvdl, PO Box 147 j O Chanhassen, MN 55317 o*c�yy �oo� From: David Weetman 9ss F2 Regarding: Mancino Wetland Delineation Report Proj. No.: 20041064 Items: No Description 1 Copy of Mancino Wetland Delineation Report Purpose: As you requested Remarks: Delivery: Mail Copy to: FILE, Nathan Franzen, Plowshares; Joe Yanta, Corps; Chris Moehrl, Westwood Designing the future today... BCANNEG M I N N E A P O L I S S T. C L O U D WETLAND DELINEATION REPORT Mancino Property SW 1/4 of Section 3, Township 116N, Range 23W City of Chanhassen, Minnesota JULY 2004 Local Governmental Unit Project Proposer Plowshares Development Mr. Nathan B. Franzen 1851 Lake Drive West, Suite 550 Chanhassen, MN 55317 Phone: (952) 361-0832 Fax: (952) 361-0833 Prepared by . Westwood Professional Services, Inc. 7599 Anagram Drive IV Eden Prairie, MN 55344 Phone: (952) 937-5150 Fax: (952) 937-5822 Project No.: 20041064.00 City of Chanhassen Ms. Lori Haak 7700 Market Blvd P.O. Box 147 Chanhassen, CITY OF (952) 227-1135 CHA NSEN Fax: (952) 227-1100 Project Proposer Plowshares Development Mr. Nathan B. Franzen 1851 Lake Drive West, Suite 550 Chanhassen, MN 55317 Phone: (952) 361-0832 Fax: (952) 361-0833 Prepared by . Westwood Professional Services, Inc. 7599 Anagram Drive IV Eden Prairie, MN 55344 Phone: (952) 937-5150 Fax: (952) 937-5822 Project No.: 20041064.00 0 • WETLAND DELINEATION REPORT Mancino Property City of Chanhassen, Minnesota July 15, 2004 CONTENTS WETLAND DELINEATION NARRATIVE • Wetland Delineation Results • Wetland Classification Systems Table EXHIBITS 1. Site Location and USGS Topography 2. National Wetlands hiventory Mapping 3. Soils Mapping 4. Wetland Boundary Map WETLAND DELINEATION DATA FORMS REPORT PURPOSE This report and the attached exhibits and data forms constitute the wetland delineation report for the site referenced above. This delineation report provides the required documentation for wetland boundary determinations in conformance with the Minnesota Wetland Conservation Act of 1991. Wetland boundaries were verbally confirmed in the field by the City of Chanhassen on July 9, 2004. Westwood requests that the City, as the Local Governmental Unit (LGU) provide written confirmation that the delineated boundaries shown on the attached Wetland Boundary May are acceptable for local administration of the Minnesota Wetland Conservation Act. SITE LOCATION AND DESCRIPTION The site is located in the SW '/< of Section 3, 116N, R23W, City of Chanhassen, Carver County, Minnesota (Exhibit 1), and is bounded to the north by a school and associated athletic fields, and by single-family residences to the north, south and west. The majority of the site is a mixture of deciduous woodland, grassland, and manicured lawn associated with two residential homes. The western third of the property is densely wooded with a ravine and drainage near the center, which runs south towards Lake Lucy Road. Three wetlands were delineated within the property boundary and are identified as R4SB5 (Rivenne, intermittent, streambed with a mud bottom), Type 1L, Bottomland hardwoods wetland, and Type 1 PFOIA Palustrine, forested, broad-leaved deciduous, temporarily flooded wetland. Westwood Professional Services, Inc. (952) 937-5150 • Wetland Delineation Report — Mancino Property July 15, 2004 Paae 2 WETLAND DELINEATION METHODOLOGY Westwood delineated and flagged three wetlands on the site on June 18 and June 28, 2004. Wetlands were delineated using the level two routine determination method set forth in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, Waterways Experiment Station, 1987), in which sampling transects were established in representative transition zones of identified wetlands. Transects consisted of one sampling point in upland and one point in wetland. Soils, vegetation, and hydrology information were recorded for each point on data fomes, which are included at the back of this report. Species dominance for vegetation measurements was based on the percent aerial or basal coverage visually estimated within a 30 -foot radius for the tree and shrub layers and a five-foot radius for the herbaceous layer within the community type sampled. Wetlands were classified according to Wetlands of the United States (U.S. Fish and Wildlife Service Circular 39; Shaw and Fredine, 197 1) and Wetlands and Deepwater Habitats of the United States (FWS/OBS Publication 79/31; Cowardin et. al. 1979) (see the Classification Systems Table at the end of this narrative). Common names for vegetation identified in this report and on the attached data forms generally correspond with the nomenclature used in the National List of Plant Species that Occur in Wetlands: North Central (Region 3) (USFWS, Reed, 1988) and/or Vascular Plants of Minnesota (University of Minnesota, Ownbey and Morley, 1991). Prior to delineating wetland boundaries in the field, Westwood reviewed National Wetlands Inventory (NWI) mapping (1990) (Exhibit 2), and Digital Soil Survey Mapping of Carver County, Minnesota (based on Soil Survey of Carver County, USDA 1983) (Exhibit 3). Wetland boundaries were marked using pink "wetland delineation' pin flags and located using professional land surveying methods. The location of the wetlands and the approximate transect locations are shown on the attached Wetland Boundary Map (Exhibit 4). RESULTS Mapping Digital soils mapping indicates that the site includes Hamel loam, which appears on the Hydric Soils of Minnesota list (Hydric Soils of Minnesota, revised December, 1995). Other soil types mapped on the property, Kilkenny-lester loams, Lester-kilkenny loams, Lester-kilkenny clay loams, and Terril loam, are all indicative of upland. NWI mapping shows no mapped wetlands within the property (Exhibit 2). The DNR Public Waters and Wetlands Inventory for Carver County (Minnesota DNR, 1984) depicts no DNR Public Waters, Wetlands, or Watercourses on the property. The nearest DNR Wetland (DNR Wetland 19-132W) is located approximately 400 feet from the southwestern property comer. Wetland Descriptions Westwood completed the wetland delineation and found three wetlands located on the Mancino Property. The delineated wetlands are depicted on the attached Wetland Boundary Map as Wetlands A through C (Exhibit 4). Detailed data collected at the sample points for these wetlands is provided in the attached data forms. „v Westwood Professional Services, Inc. (952) 937-5150 • Wetland Delineation Report — Mancino Property July 15, 2004 Paqe 3 Wetland A is a narrow drainage located within the forested area that covers the western third of the Mancino Property, approximately 500 feet west of the Mancino residence. Wetland A covers 4,550 square feet (0.10 -acre) and is classified as a R4SB5 (Riverine, intermittent, streambed with a mud bottom). Dominant wetland vegetation at the transect location included garlic mustard, Ostrich fern and Jack in the pulpit. Water was observed running in the channel on June 18, 23, 28, and July 9. Water was observed in an unlined borehole at a depth of 8 inches and saturation was observed at 7 inches below grade. The soils meet two hydric soil criteria, S6, stripped matrix and F3, depleted matrix. The transition from wetland to upland was marked by an increasing percentage of common buckthorn along with the absence of wetland hydrology. Wetland A is located in an area of non -hydric Lester-kilkenny loams and does not appear on the Soil Survey of Carver County. A review of historical aerial photography suggests that drain tile was installed in agricultural fields north of the Mancino Property prior to 1945, and that water from the fields drained directly south onto the Mancino Property from these tiles. During the 1960's, a school and associated athletic fields were constructed and drain tile and sheet flow from turf fields increased runoff to the south. The school recently disconnected drain tiles adding direct discharge to the Mancino Property and installed a horizontal curtain drain along the length of the southern portion of the school property boundary. However, it does not appear to be completely preventing sheet flow onto the Mancino Property. Wetland A is also being impacted by runoff from a private street stub associated with the residential development to the west (built in 1996). Silt fence was installed along the western property line to reduce erosion from the adjoining development, which is still in place. Soils in the drainage are severely eroded and very little vegetation was observed growing directly in the drainage due to strong erosional forces. Wetland B is located along the southern boundary in an area of hydric Hamel loam that does appear on the Soil Survey of Carver County. The native Hamel soil depression had 18 inches of eroded material (silt and sand) on top of hydric soils. Wetland B does not appear on NWI mapping. The wetland covers 846 square feet (0.02 -acre) and is classified as a Type IL, Bottomland hardwoods wetland. Free water was observed at surface on June 18, 23 and 28. Dominant wetland vegetation at the transect location included box elder. Water and soil saturation were observed at 6 and 5 inches below grade within the wetland auger hole, respectively. The soils meet hydric soil criteria F3, depleted matrix. An increasing percentage of common buckthorn, catch weed bedstraw, and eastern hemlock, and the absence of wetland hydrology marked the transition to upland. Wetland C is a hillside seep area north of Wetland A. Wetland C does not appear on the Soil Survey of Carver County or NWI mapping. Wetland C is classified as a Type 1 PFOIA, Palustrine, forested, deciduous wetland that is temporarily flooded. Hydrology was observed at the surface on June 18, 23, 28 and on July 9. This wetland covers 439 square feet (0.01 -acre). Dominant wetland vegetation observed at the transect location included box elder and Canada clearweed. Water was observed running from a hillside seep north of sample area and at the surface within the auger hole. The transition to upland was marked by an increasing percentage of American basswood and the absence of wetland hydrology. W Westwood Professional Services, Inc. (952) 937-5150 0 01 Wetland Delineation Report—Mancino Property July 15, 2004 Page 4 CONCLUSIONS Westwood Professional Services delineated and flagged three wetlands (Wetland A through C) that encompass a total of 5,835 square feet (0.13 -acre) within the property boundaries. National Wetlands Inventory mapping shows fewer wetlands on the property than actually delineated in the field. Three wetlands were delineated while none were observed on NWI mapping. However, because NWI mapping is generated from aerial photography and other map sources, it is not uncommon for wooded, Type 1 wetlands to be absent or misrepresented on these maps. The only delineated wetland that corresponds to hydric soils mapping is Wetland B. The other two wetlands represent areas of hydric soil inclusions within mapped upland soils. Westwood requests that the City of Chanhassen, as the Local Governmental Unit (LGU), provide written confirmation that the delineated boundaries shown on the attached Wetland Boundary Map arc acceptable for local administration of the Minnesota Wetland Conservation Act. This property is privately owned. This request for wetland boundary confumation does not constitute permission to access these properties without contacting Westwood Professional Services, Inc. or Westwood's Client. Please call me at (95 2) 906-7419 if you have questions or require additional information. Sincerely, WESTWOOD PROFESSIONAL SERVICES, INC Dov- �chael C. Hogan Environmental/Wetland Scientist cc: Joe Yanta, U.S. Army Corps of Engineers Chris Moehrl, Westwood Professional Services, Inc. Westwood Professional Services, Inc. (952) 937-5150 Westwood Professional Services, Inc. WETLAND CLASSIFICATION SYSTEMS Cowardin Wetland Classification System Source: Wetlands and Deepwater Habitats o 'the United States (FWS/OBS Publication 79/31; Cowardin et. al. 1979). System Symbol Subsystems System Specific Classes Symbology Sample Lacustrine L (1) Limnetic 2 Littoral RB, UB, AB, OW, RS, US, EM, SYMBOLOGY EXAMPLE SYSTEM /SUBSYSTEM /CLASS e SUBCLASS. WATER REGIME UPLAND (NON -WETLAND) ° �- (LINEAR DEEPWATER HABITAT) - ti — Pr, i,anly represents upland areas. but may include unclassified wetlands such as man -modified areas. non photo identifiable areas and/or unintentional omissions Palustrine P None RB, UB, AB, US, ML, EM, SS, FO, OW Riverine R (1) Tidal Lower (2) Perennial Upper (3) Perennial (4) Intermittent 5 Unknown Perennial RB, UB, SB, AB, RS, US, EM, OW Classes Type Special Modifiers Water, Re imes' Rock Bottom RB b — beaver d — Partially drained ditched f — Farmed h — diked/impounded It — artificial substrate s — spoil x — excavated A — Temporarily flooded B — SaturatedRs0WN C — Seasonally flooded D — Seasonally flooded/well drained E — Seasonally saturated F — Semi -permanently flooded G — Intermittently exposed H — Permanently flooded J — Intermittently flooded K — Artificially flooded Unconsolidated Bottom UB Streambed SB Aquatic Bed AB Rocky Shore RS Unconsolidated Shore US Emergent EM Open Water OW Moss Lichen ML Scrub Shrub SS Forested FO Circular 39 Wetland Classification System Source: Wetlands o/ The United States (U.S. Fish and Wildlife Service Circular 39; Shaw and Fredine, 1971) Type and Definition Approximate Cowardin E uivalents Type 1: Seasonally flooded basin PEMA, PFOA, PUS Type 2: Wet meadow PEMB Type 3: Shallow marsh PEMC, PEMF, PSSH, PUBA, PUBC Type 4: Deep marsh L2ABF, L2EMF, L2EMG, L2US, PABF, PABG, PEMG, PEMH, PUBB, PUBF Type 5: Shallow open water L1, L2ABG, L2ABH, L2EMA, L2EMB, L2EMH, 1_2RS, L2UB, PABH, PUBG, PUBH Type 6: Shrub swam PSSA, PSSC, PSSF, PSSG, PSS1, PSS5, PSS6B Type 7: Wooded swam PF01, PF05, PF06B, PFOC, PFOF Type 8: Bog PF02, PF04, PF07B, PSS2, PSS3, PSS4, PSS7B Westwood Professional Services, Inc. (952) 937-5150 EXHIBITS AND DATA FORMS ) �l 1f �4, �4i S.IYt~?d'',�' i it � d�fli \� • .� � i Y ✓ i Lam---- ( ✓�) .,� , rata Jource(s): USGS DGR (Excelsior Quad, revised 1997). Legend Project Boundary N A 0 1 000 2. W . Feet Plowshares Map Document. (P:120041064\GIS\20041064drgOtA.md)S1tE Location 7/15/2004--9:39:55 AM Mancino Property and USGSTo o ra h Y P S P ". Westwood Professional Services, Inc. Anagram Drive Chanhassen Minnesota Eden Eden Prairie, MN 55344 952-937-5150 EXHIBIT 1 4 VJgpt.4on rclesm, rdl ca ,i:us ^C I Data Sauce(s): Aerials Express (2002), USFWS NWI (1989) N Legend Project Boundary NWI Wetland 0 400 800 Feet Map Document (P:\20041066\GIS20041064nwiPlowshares 01 A.mxc 7/15/2004-11:3932 AM Mancino Property ".Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Chanhassen, Minnesota 952-937-5150 National Wetlands Inventory Mapping EXHIBIT 2 2004 Westwood Professional Services, Inc. Data Sourcc(s): Aerials Express (2002 i. L SDA,NRCS Carver Cotmty Digital Soil Survey (1966). Legend Project Boundary Hydric Soils A Plowshares Map Document: (P:\20041064\GIS\20041064SoilGlA.=d) Soils Mapping 7/15/2004-11:45:15 AM Mancino Property PP g W Westwood DriiService; Inc. 7599 Anagram am Drive Eden Prairie, MN 55344 Chanhassen, Minnesota 952-937-5150 EXHIBIT 3 846 S.F. um IPrepared for. . Westwood Professional Services, Inc. °"`� DU Plowshares Development LLC � aM 7s99 Magram Drive ' arms !9C Eden Prairie, rw ss3aa 1851 fake Drive West, Suite 550 Phone: 952-937 5150 Fac 952 937-5822 R and DRhw 6y/dnc %7IX Chanhassen, Minnesota 55317 Note Wetland boundaries were delineated and flagged in the field by Westwood Professional Services on June 18 and 28, 2004 using the routine determination method set forth in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, Waterways Experiment Station, 1987). Delineated wetland boundaries were verbally confirmed by the City of Chanhassen on July 9, 2004. 17777777771 DELINEATED WETLAND — — — DELINEATED WETLAND BOUNDARY �{ WETLAND DELINEATION TRANSECT Mancino Property Minnesota Date 07/12/04 Sheet 1 of 1 Wetland Boundary Map Exhibit 4 Westwood Professional Services, Inc. • WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name/Job No.: Mancino Property/20041064 Date: 06/18/04 Investigator(s): Westwood ProLServices —DMW/MCH City/Twsp. Chanhassen Wetland Identification: Wedand A County & State Carver, MN Transect Sample Point: T-1 # of Flags: 38 VEGETATION SAMPLE POINT Wet side ❑% Upside ❑ N/A ❑ Common Name (Dominants >_ 20 percent) Scientific Name Stratum % Cover Ind. Status Bare sol NA NA 50 NA Mustard, garlic Allaria etiolata H 20 FACW+ Fern, Ostrich Maneuccia simthio teris H 20 FACW Jack in the pulpit Arisaema M h llum NA 10 FACW- Mustard. garlic Allampetiolata H <5 FAC % of Dominants FAC or wetter: 66 Remarks: Sample point was located in narrow streambed with sparse vegetation. Overall Dominant Vegetation/Community: Riparian streambed R4SB5 Overall Dominant Vegetation/Community: Ostrich fern/ deciduous woodland SAMPLE POINT Wet side ❑ Upside ❑x N/A ❑ Common Name (Dominants a 20 percem) Scientific Name Stratum % Cover Ind. Status Fern, Ostrich Matteuccia smahiopieris H 75 FACW Green Ash Fraxinus ennsylvanica T 15 FACW Box elder Acer negundo T 10 FACW- Buckthorn, common Rhamnus cathartica S <5 FACU Mustard. garlic Allampetiolata H <5 FAC % of Dominants FAC or wetter: 100 1 Remarks: Overall Dominant Vegetation/Community: Ostrich fern/ deciduous woodland HYDROLOGY SAMPLE POINT Wetside ❑X Upside ❑ NIA ❑ Prima H rotoov Indicators Secondary Hydrology Indicators (2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels X_ Yes X Saturated, Depth (in) 6 Water -Stained Leaves No X Water in borehole, Depth (in) S Mapped Hydric Soil, Depression Water Marks, Height (in) FAC -Neutral Test Assumed - Explain: Drift Lines X Topographic Position Sediment Deposits Other - Explain: Flattened Vegetation Undetermined - Explain: Drainage Patterns SAMPLE POINT Wet side ❑ Upside ❑x N/A ❑ Prinnaty Hydrology Indicators Secondary Hydrology Indicators (2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels Yes Saturated, Depth (in) >22 Water -Stained Leaves X No Water in borehole, Depth (in) >22 Mapped Hydric Soil, Depression Water Marks, Height (in) FAC -Neutral Test Assumed - Explain: Drift Lines Topographic Position Sediment Deposits Other - Explain: Flattened Vegetation Undetermined - Explain: Drainage Patterns 1 Revised 06/17/02 Oestwood Professional Services, Inc. • WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name: Mancino Property Job No.: 20041064 Wetland Identification: Wetland A Transect Sample Point: T-1 11 SOILS SAMPLE POINT Wetside ❑x Upside ❑ NIA ❑ Mapped Soil Type Terril loam Depth Moist Soil Matrix Moist Mottle Matrix Mottle Horizon Texture (inches) (Munsell Color) (Munsell Color) Abundance/Contrast 0-14 A 10YR4/1 none none sandy loam 14-22 B1 10YR 312 none none silty clay loam Mineral Hydric Soil Color = Matrix with a Value > 4 and a Chroma of 5 2 in mottled soils or 51 in unmottled soils. Soil colors measured directly below the A -horizon within the soil profile. Mottle Abundance = Few (<2% of exposed surface), Common (2.20% of exposed surface), Many (>20% of exposed surface). Mottle Contrast (matrix to redox) = Faint (closely related hues and chromas), Distinct (differ by 1 to 2 hues and several units in chroma and value), Prominent (vary several units in hue, value, and chroma). Al. Histosol A9,10. 1-2 cm Muck X S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon S L Sandy Mucky Material Fl. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky Peat/Peat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix X F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface Field Indicators of ric Soils Midwest Region USDA, March 1998. (A = all soils, S = sandy soils, F = loamy & clayey soils) Hydric Soil? X Yes No Undetermined Remarks: . SAMPLE POINT wet side ❑ up side ❑x N/A ❑ Mapped Soil Type Terril loam Depth Horizon Matrix Color Mottle Colors Mottle Texture (inches) Munsell Moist Munsell Moist) Abundance/Contrast 0-4 A 10YR3/1 none none Silt loam 4.24 B 10YR212 none none Silt loam Mineral Hydric Soil Colors= Matrix with a Value?:4 and a Chroma of 5 2 in mottled soils or 51 in unmottled soils. Soil colors measured directly below the A -horizon within the soil profile. Mottle Abundance = Few (<2% of exposed surface), Common (2-20% of exposed surface), Many (>20% of exposed surface). Mottle Contrast (matrix to redox) = Faint (closely related hues and chromas), Distinct (differ by 1 to 2 hues and several units in chroma and value), Prominent (vary several units in hue, value, and chroma). Al. Histosol A9,10.1-2 cm Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon Sl. Sandy Mucky Material FI. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky PmtfPeat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface Field Indicator of H rk Soils Midwest Region) USDA. March 1998. A = all soils, S = sandy solls, F = loamy It clayey soils Hydric Soil? Yes X No Undetermined Remarks: WETLAND DETERMINATION SAMPLE POINT wet side ❑x Upside ❑ N/A ❑ Hydrophytic Vegetation Present? X Yes No Does an Atypical Situation Exist? ❑ Yes` Wetland Hydrology Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Is the area a wetland? X Yes No Remarks: Bare soil with sparse vegetation. Distance from Wetland Edge 5 ft. N/A Remarks: 'Has the area been altered sufficiently to render the presence of Hydrophytic Vegetation, Wetland Hydrology, or Hydric Soils not applicable? SAMPLE POINT Wet side ❑ Upside ❑x N/A ❑ Hydrophytic Vegetation Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Wetland Hydrology Present? Yes X No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? Yes X No Does an Atypical Situation Exist? ❑ Yes' /s the area a wetland? Yes X_ No Remarks: Distance from Welland Edge 10 ft. N/A 'Has the area )leen altered sufficientiv to render the oresenm of Hvdrrxlhvfic. Vegetation. Wetland Hvdrolomv. or Hvddc Soils not annlim 2 Revised 06/17/02 Gestwood Professional Services, Inc. • WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name /Job No.: Mancino Property/20041064 Date: 06/28/04 Investigator(s): Westwood Prof. Services —DMW/MCH City/Twsp. Chanhassen Wetland Identification: Wetland B County & State Carver, MN Transect Sample Point: T-1 # of Flags: 8 VEGETATION SAMPLE POINT Wet side ❑% Upside ❑ NIA ❑ Common Name (Dominants z 20 percent) Scientific Name Stratum % Cover Ind. Status Box elder Acer negundo T so FACW- Buckthorn, common Rhanwus cathartica S 15 FACU Green ash Fr=uuvrpennsylyaru T 5 FACW Bedstraw, catchweedGalium a arine H 5 FACU % of Dominants FAC or wetter: 100 Remarks: Overall Dominant Vegetation/Community: box elder/Type I L Bottomland hardwoods SAMPLE POINT Wet side ❑ Upside x❑ N/A ❑ Common Name (DominaMpercent)Scientific Name Stratum % Cover Ind. Status Mustard, garlicAlliaria eliolata H 60 FAC Buckthorn, commonRhamnus cathartica S 20 FACU Hemlock, eastemTsu a canadensis T 20 FACU Bedstraw, catchweedGalium a arine H 5 FACU DominantFAC or wetter: 33 Remarks: O[%,'v(,,f rall Dominant Vegetation/Community: galic mustard and eastern hernlock/woodland HYDROLOGY SAMPLE POINT Wetside ❑x Upside ❑ NIA ❑ Primary Hydrology Indicators Secondary Hydrology Indicators (2 required) Wetiand Hydrology Present? Inundated, Depth (in) Oxidized Root Channels X Yes X Saturated, Depth (in) 5 Water -Stained Leaves No X Water in borehole, Depth (in) 6 X_ Mapped Hydric Soil, Depression Water Marks, Height (in) FAC -Neutral Test Assumed - Explain: Drift Lines X Topographic Position Sediment Deposits X Other -Explain: Other areas with Flattened Vegetation saturation at the surface. Undetermined - Explain: Drainage Patterns SAMPLE POINT Wet side ❑ Up side ❑x NIA ❑ Primary Hydrology Indicators Secondary Hydrology Indicators (2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels Yes Saturated, Depth (in) 17 Water -Stained Leaves X No Water in borehole, Depth (in) 1a Mapped Hydric Soil, Depression Water Marks, Height (in) FAC -Neutral Test Assumed - Explain: Drift Lines Topographic Position Sediment Deposits Other - Explain: Flattened Vegetation Undetermined - Explain: Dram!Le Patterns 3 Revised 06/17/02 Isestwood Professional Services, Inc. • WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name: Mancino Property Job No.: 20041064 Wetland Identification: Wetland B Transect Sample Point: T-1 SAMPLE POINT Wetside ❑x Upside ❑ SOILS N/A ❑ Mapped Soil Type Hamel Loam Depth Horizon Moist Soil Matrix Moist Mottle Matrix Mottle Texture (inches) Munsell Color) (Munsell Color) Abundance/Contrast No 0-18 A 10YR2/1 none none silty loam w/ sand 18-24 B 2.5Y2.5/1 none none silt loam No Does an Atypical Situation Exist? ❑ Yes' Mineral Hydric Soil colors = Matrix with a Value 2 4 and a Chrome of 5 2 in mottled soils or 51 in unmottled softs. Soil colors measured directly balm the A -horizon within the soil profile. Yes Mottle Abundance - Few IQ%of exposed surface), Common (2-20% of exposed surface), Many 1>20% of exposed surface). Mottle Contrast (matrix to redox) = Faint (closely related hues and chromas), Distinct (differ by 1 to 2 hues and several units in chroma and value), Prominent (vary several units in hue, value, and chroma). X Al. Histosol A9,10.1-2 cm Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon S 1. Sandy Mucky Material F I. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky Peat(Peat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix X F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface 10 ft. Field Indicators of Hydric Soils Midwest Region) USDA, March 1998. (A = all soils, S = sandy soils, F = loamy 8 clayey soils Hydric Soil? X Yes No Undetermined Remarks: `Has the area been altered suffidentiv to SAMPLE POINT wet side ❑ Up side Nx N/A ❑ Mapped Soil Type Hamel Loam Depth Horizon Matrix Color Mottle Colors Mottle Texture (inches) (Munsell Moist) (Munsell Moist) Abundance/Contrast 0-18 A 2.5Y3/1 none none silty loam w/ sand 18-23 B 2.5Y2/1 none none silt loam Mineral Hydric Soil Colors = Matrix with a Value 2 4 and a Chroma of:5 2 in mottled soils or 51 in unmottled soils. Soil colors measured directly below the A -horizon within the soil profile. Mottle Abundance - Few (<2% of exposed surface), Common (2-20% of exposed surface), Many (>20% of exposed surface). Mottle Contrast (matrix to redox( = Faint (closely related hues and rhromas), Distinct (differ by 1 to 2 hues and several units in chroma and value), Prominent (vary several units in hue, value, and chroma). Al. Histosol A9,10.1-2 cm Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon S I. Sandy Mucky Material F I. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky Peat/Peat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface Field Indicators of Hydric; Soils Midwest Region) USDA, March 1998. A = all soils, S = sandy soils, F = loamy 8 clayey soils Hydric Soil? Yes X No Undetermined Remarks: WETLAND DETERMINATION SAMPLE POINT Wet side ❑x Upside ❑ N/A ❑ Hydrophytic Vegetation Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Wetland Hydrology Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? X Yes No Does an Atypical Situation Exist? X Yes' Is the area a wetland? X Yes No Remarks: 18 inches of eroded material over hydric soil. Distance from Welland Edge 5 ft. N/A Remarks: 'Has the area been altered sufficiently to render the presence of Hydrophytic Vegetation, Welland Hydrology, or Hydric Soils not applica SAMPLE POINT Wetside ❑ Upside © N/A ❑ Hydrophytic Vegetation Present? Yes X No Does an Atypical Situation Exist? ❑ Yes7 Wetland Hydrology Present? Yes X No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? Yes X No Does an Atypical Situation Exist? ❑ Yes` Is the area a wettand? Yes X No Remarks: Distance from Welland Edge 10 ft. N/A `Has the area been altered suffidentiv to render the oresence of Hvdroohvtic Vecetation. Wetland Hvdrolodv. or Hvdric Soils not amlicn 4 Revised 06/17/02 Sestwood Professional Services, Inc. • WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) VEGETATION SAMPLE POINT Wetside X❑ Upside ❑ NIA ❑ Common Name (Dominants a 20 percent). Mancino Property /20041064 Date: 06/28/04 Investigator(s): Westwood Prof. Services —DMW/MCH CitylTwsp. Chanhassen Wetland Identification: Wetland C—Hillside Seep County & State Carver, MN Transect Sample Point: T-1 # of Flags: 9 Pilea piazida H VEGETATION SAMPLE POINT Wetside X❑ Upside ❑ NIA ❑ Common Name (Dominants a 20 percent). Scientific Name; Stratum, :'/° Cover - ; Ind. Status Box elder Acer negundo T 35 FACW- Bare soil NA NA 35 NA Clearweed, Canada Pilea piazida H 20 FACW Jack in the pulpit Artsaema tri hyllum H 5 FACW- % of Dominants FAC or wetter. 100 Remarks: Overall Dominant Ve etation/Community: Boxelder/clearweed/Type I L Hillside Seep/ Bottmnland hardwoods SAMPLE POINT Wetside ❑ Upside R N/A ❑ Common Name (Dominants >_ 20 percent) Scientific Name Stratum % Cover Ind. Status Mustard, garlic Alliaria petiolata H 70 FAC Basswood, American Tdia americana T 20 FACU Jack in the pulpit Arisaema tri h llum H 10 FACW- Flattened Vegetation seep. Undetermined - Explain: Drainage Patterns of Dominants FAC or wetter: 50 Remarks: Overall Dominant Vegeta[ion/Community: Garlic mustard/basswood/deciduous woodland SAMPLE POINT Wetside ❑% Upside ❑ HYDROLOGY N/A ❑ Primary Hydrology Indicators Secondary Hydrology Indicators (2 required) Wetland H rology Present? Inundated, Depth (in) Oxidized Root Channels X Yes X Saturated, Depth (in) 0 Water -Stained Leaves No X Water in borehole, Depth (in) 0 Mapped Hydric Soil, Depression Water Marks, Height (in) FAC -Neutral Test Assumed - Explain: Drift Lines Topographic Position Sediment Deposits X Other - Explain: Water running from hillside Flattened Vegetation seep. Undetermined - Explain: Drainage Patterns SAMPLE POINT Wetside ❑ Upside ❑X NIA ❑ Primary HydrologV Indicators Secondary Hydrology Indicators (2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels Yes Saturated, Depth (in) >18 Water -Stained Leaves X No Water in borehole, Depth (in) >18 Mapped Hydric Soil, Depression Water Marks, Height (in) FAC -Neutral Test Assumed - Explain: Drift Lines Topographic Position Sediment Deposits Other - Explain: Flattened Vegetation Undetermined - Explain: Drainage Patterns 5 Revised 06/17/02 Gestwood Professional Services, Inc. • WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name: Mancino Property Job No.: 20041064 Wetland Identification: Wetland C - Hillside Seep Transect Sample Point: T-1 SOILS SAMPLE POINT Wel side Q Upside ❑ N/A ❑ Mapped Soil Type Lester-kilkennv clay loam Moist Soil Matrix Moist Mottle Matrix Mottle Horizon exture (Munsell Color) (Munsell Color) Abundance/Contrast A 10YR3/1 none none silt loam B 10YR4/1 10YR4/6 fine, few, faint P silt clay loam ric Soil Colors = Matrix with a Value 2 4 and a Chroma of5 2 in mottled soils or5 1 in unmottled soils. Soil colors measured directly below the ithin the soil profile. X dance - Few IQ% of exposed surface), Common (2-20%of exposed surface), Many (>20% of exposed surface). rast Imatr'x to redoxi = Faint (closely related hues and chromas), Distinct (differ by 1 to 2 hues and several units in chrome and value), Prominent (vary several units in hue, value, and chrome). Prominent (vary several units in hue, value, and chroma). AI. Histosol A9,10.1-2 cm Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon S L Sandy Mucky Material Fl. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky Peat(Peat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix X F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface Field Indicators of Hydric Soils Midwest Region) USDA, March 1998. A = all soils, S = sandy soils, F = loamy 8 clayey soils Hydric Soil? X Yes No Undetermined Remarks: Hydric Soil? X Yes No Undetermined Remarks: SAMPLE POINT Wet side ❑ Up side © N/A ❑ Mapped Soil Type Lester-kilkennv clay loam Depth Horizon Matrix Color Mottle Colors Mottle Texture (inches) (Munsell Moist) (Munsell Moist) Abundance/Contrast 0-10 A 10YR3/1 none none silt loam 1048 B 1OYR411 10YR4/6 fine, few, faint silty clay loam Mineral Hydric Soil Colors = Matrix with a value 2 4 and a Chrome of 5 2 in mottled soils or 51 in unmottled arils. Soil colors measured directly below the A -horizon within the soil profile. X Mottle Abundance = Few (<2% of exposed surface), Common (2-20% of exposed surface), Many (>20X of exposed surface). No Mottle Contrast!matrix to redox) = Faint (closely related hues and chromas), Distinct (differ by 1 to 2 hues and several units in chroma and value), Prominent (vary several units in hue, value, and chroma). Welland Hydrology Present? AI. Histosol A9, 10. 1-2 cm Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon SI. Sandy Mucky Material Fl. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky Peat/Peat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface No Field Indicators of Hydric Soils Midwest Region) USDA, March 1998. A = all soils, S - sandy soils, F = loamy 8 clayey soils) Hydric Soil? X Yes No Undetermined Remarks: /s the area a wetland? 6 Revised 06/17/02 WETLAND DETERMINATION SAMPLE POINT Wetside ❑x Upside ❑ N/A ❑ Hydrophytic Vegetation Present? X Yes No Does an Atypical Situation Exist? ❑ Yes` Welland Hydrology Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' /s the area a wetland? X Yes No Remarks: Distance from Wetland Edge 8 ft. N/A 'Has the area been altered sufficiently to render the presence of Hydrophytic Vegetation Weiland Hydrology, or Hydric Sills not applica SAMPLE POINT Wet side ❑ Upside ❑x NIA ❑ Hydrophytic Vegetation Present? Yes X No Does an Atypical Situation Exist? ❑ Yes` Weiland Hydrology Present? Yes X No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Is the area a wetland? Yes X No Remarks: Distance from Welland Edge 3 ft. N/A 'Has the area been altered sufficiendv to render the Dresence of Hvdroohvtir. Veoetation. Welland Hvdroloav_ or Hvdric Snils not nnnlira 6 Revised 06/17/02 0 Westwood Professional Sernces, loc. PLANNING. ENGINEERING . SURVEYING TRANSMITTAL RECEIVED JUL 0 8 2004 CITY OF CHM014SSEN Date: July 7, 2004 To: Lori Haak City of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 From: David Weetman Regarding: Mancino Property Proj. No.: 20041064.00 Items: No Description 1 Copy of color exhibits 1 Coov of DRAFT delineation data forms Purpose: For your information 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937-5150 Fax: 952-937-5822 Toll free: 1-888-937-5150 E-mail: wpsOwestwoodE,&c= 11NIN ORIEWE7RO 57. CLOUD BRAINERD Remarks: Lori — Attached is a copy of the DRAFT data sheets and color exhibits for the Mancino Property in Chanhassen. We can most at the end of Manchester Road on Friday, July 9 at 10AM. See Direct Dial: 952-906-7419 Delivery: Mail Copy to: FILE SCAN IM Designing the Future Today_.ai 1972 • Westwood Professional Services, Inc. • WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name/Job No.: Mancino Property/20041064 Date: 06/18/04 Investigator(s): Westwood Prof. Services —DMW/MCH City/Twsp. Chanhassen Wetland Identification: Wetland A County & State Carver, MN Transect Sample Point: T-1 # of Flags: 38 Matteuccia struthio tens H VEGETATION SAMPLE POINT Wetside Upside ❑ N/A ❑ Common Name (Dominants >_ 20 percent) Sclentific Name Stratum % Cover Ind. Status Bare soil NA NA 95 NA Mustard, garlic Allaria petiolata H 02 FACW+ Fem, Ostrich Matteuccia struthio tens H 02 FACW Jack in the pulpit Arisaema tri hyllum NA 01 FACW- Mustard, garlic Allaria etiolata H <5 FAC %of Dominants FAC or wetter: 0 1 Remarks: Sample pt was located in narrow streambed. Bare soil dominated, sparse veg. Overall Dominant Vegetation/Community: Riparian streambed R4SB5 Overall Dominant Vegetation/Community: Garlic mustard/ deciduous woodland SAMPLE POINT Wet side ❑ Upside ❑X N/A ❑ Common Name (Dominants _> 20 percent) Scientific Name Stratum % Cover Ind. Status Fem, Ostrich Matteuccia struthio teris H 75 FACW Green Ash Fraxinus enn lvanica T 15 FACW Box elder Acernegundo T 10 FACW- Buckthorn, common Rhamnus cathartica S <5 FACU Mustard, garlic Allaria etiolata H <5 FAC % of Dominants FAC or wetter: 100 Remarks: Overall Dominant Vegetation/Community: Garlic mustard/ deciduous woodland HYDROLOGY SAMPLE POINT Wetside x❑ Upside ❑ N/A ❑ Primary Hydrologv Indicators Secondary Hydrology Indicators (2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels X Yes X Saturated, Depth (in) 6 Water -Stained Leaves No X Water in borehole, Depth (in) 8 Mapped Hydric Soil, Depression Water Marks, Height (in) FAC -Neutral Test Assumed - Explain: Drift Lines X Topographic Position Sediment Deposits Other - Explain: Flattened Vegetation Undetermined - Explain: Drainage Patterns SAMPLE POINT Wet side ❑ Upside ❑x N/A ❑ Primary Hydrology Indicators Secondary Hydrology Indicators (2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels Yes Saturated, Depth (in) >22 Water -Stained Leaves X No Water in borehole, Depth (in) >22 Mapped Hydric Soil, Depression Water Marks, Height (in) FAC -Neutral Test Assumed - Explain: Drift Lines Topographic Position Sediment Deposits Other - Explain: Flattened Vegetation Undetermined - Explain: Drainage Patterns 1 Revised 06117/02 • Westwood Professional Services, Inc. • WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name: Mancino Property Job No.: 200 Wetland Identification: Wetland A Transect Sample Point: T-1 SOILS SAMPLE POINT Wet side I] Upside ❑ NIA ❑ Mapped Soil Type Terril loam Depth Moist Soil Matrix Moist Mottle Matrix Mottle Horizon Texture inches Munsell Color Munsell Color Abundance/Contrast (inches) (Munsell Moist) (Munsell Moist) 0-14 A 10YR4/1 none none sand loam 14-22 131 10YR 312 none none silty clay loam Silt loam 4-24 B 10YR2/2 none Mineral Hydric Soil Colors = Matrix with a Value > 4 and a Chrome of 5 2 in mottled soils or 51 in unmottled soils. Soil colors measured directly below the A -horizon within the soil profile. Yes' Mottle Abundance = Few 1<2% of exposed surface), Common (2.20% of exposed surface), Many (>20% of exposed surface). Mottle Contrast Imatrix to redox) = Faint (closely related hues and chromas), Distinct (differ by 1 to 2 hues and several units in chroma and value), Prominent (vary several units in hue, value, and chrome). A -horizon within the soil profile. AI. Histosol A9,10.1-2 cm Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon Sl. Sandy Mucky Material Fl. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky PmVPeat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix X F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface F7. Depleted Dark Surface Field Indicators of Hydric Soils (Midwest Region) USDA, March 1998. (A= all soils, S = sandy soils, F • loamy & clayey soils Hydric Soil? X Yes NO Undetermined Remarks: . SAMPLE POINT Wet side ❑ Up side ❑x NIA ❑ Mapped Soil Type Terril loam Depth Horizon Matrix Color Mottle Colors Mottle Texture (inches) (Munsell Moist) (Munsell Moist) Abundance/Contrast NIA ❑ 0-4 A t0YR3/1 none none Silt loam 4-24 B 10YR2/2 none none Silt loam Yes' Wetland Hydrology Present? X Yes Mineral Hydric Soil Colors = Matrix with a Value- 4 and a Chrome of 5 2 in mottled soils or 51 in unmottled soils. Soil colors measured directly below the A -horizon within the soil profile. Hydric Soils Present? Mottle Abundance = Few (<% exposed surface), Common (2.20% of exposed surface), Many (>20% of exposed surface). Mottle Contrast (matrix to redox) = Faint (closely related hues and chromas), Distinct (differ by 1 to 2 hues and several units in chroma and value), Prominent (vary several units in hue, value, and chroma). Does an Atypical Situation Exist? ❑ Al. Histosol A9,10.1-2 cm Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon Sl. Sandy Mucky Material F1. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky Peat/Peat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface Field Indicators of Hydric Soils Midwest Region) USDA, March 1998. (A= all soils, S = sandy soils, F - loamy & clayey soils Hydric Soil? Yes X NO Undetermined Remarks: 2 Revised 06/17/02 WETLAND DETERMINATION SAMPLE POINT Wet side 0 Upside ❑ NIA ❑ Hydrophytic Vegetation Present? Yes X No Does an Atypical Situation Exist? ❑ Yes' Wetland Hydrology Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Is the area a wetland? X Yes No Remarks: Bare sail with sparse vegetation. Distance from Wetland Edge 5 ft. N/A 'Has the area been altered sufficiently to render the presence of Hydrophytic Vegetation Wetland Hydrology, or Hydric Soils not applics SAMPLE POINT Wetside ❑ Upside ❑x NIA ❑ Hydrophytic Vegetation Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Wetland Hydrology Present? Yes X No Does an Atypical Situation Exist? ❑ Yes` Hydric Soils Present? Yes X No Does an Atypical Situation Exist? ❑ Yes' Is the area a wetland? Yes X No Remarks: Distance from Wetland Edge 35 ft. N/A 'Has the area been altered sufficientiv to render the oresence of Hvdroohvtic Vegetation. Welland Hvdroloay. or Hvddc Soils not aoDlica 2 Revised 06/17/02 • Westwood Professional Services, Inc. 0 WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name/Job No.: Mancino Property/20041064 Date: 06/28/04 Investigator(s): Westwood Prof. Services —DMW/MCH City/Twsp. Chanha: Wetland Identification: Wetland B County & State Carver, Transect Sample Point: T-1 # of Flags: 8 VEGETATION SAMPLE POINT Wet side ❑X Upside ❑ NIA ❑ Common Name (Dominants z 20 percent) Scientific Name Stratum % Cover Ind. Status Box elder Acer negundo T 80 FACW- Buckthom, common Rhamnus cathartica S 15 FACU Green ash FrwrinusPennsylvanica T 5 FACW Tsu a canadensis T 20 FACU Bedstraw, catchweed Galium a arine H 5 FACU 1 11 of Dominants FAC or wetter: 100 Remarks: Overall Dominant Vegetation/Community: boxelder/Typee I L Bottomland hardwoods SAMPLE POINT wet side ❑ Upside ❑x N/A ❑ Common Name (Dominants >_ 20 percent) Scientific Name Stratum % Cover Ind. Status Mustard, garlic Alliaria etiolata H 60 FAC Buckthorn, common Rhamnus cathartica S 20 FACU Hemlock, ewtem Tsu a canadensis T 20 FACU Bedstraw, catchweed Galium a arine H 5 FACU 1 11 % of Dominants FAC or wetter: 33 Remarks: Overall Dominant Vegetation/Community: garlic mustard and eastern hemlock/woodland HYDROLOGY SAMPLE POINT Wetside E Upside ❑ N/A ❑ Primary Hydrology Indicators Secondary Hydrology Indicators (2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels X Yes X Saturated, Depth (in) 5 Water -Stained Leaves No X_ Water in borehole, Depth (in) 6 X Mapped Hydric Soil, Depression Water Marks, Height (in) FAC -Neutra( Test Assumed - Explain: Drift Lines X Topographic Position Sediment Deposits X Other - Explain: Other areas with Flattened Vegetation saturation at the surface. Undetermined - Explain: Drainage Patterns 1 11 SAMPLE POINT Wet side ❑ upside ❑x N/A ❑ Primary Hydrology Indicators Secondary Hydrology Indicators (2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels Yes Saturated, Depth (in) 17 Water -Stained Leaves X No Water in borehole, Depth (in) 18 Mapped Hydric Soil, Depression Water Marks, Height (in) FAC -Neutral Test Assumed - Explain: Drift Lines Topographic Position - Sediment Deposits Other - Explain: Flattened Vegetation Undetermined - Explain: Drainage Patterns 3 Revised 06117102 • Westwood Professional Services, Inc. 40 WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name: Mancino Property Job No.: 200 Wetland Identification: Wetland B Transect Sample Point: T-1 SOILS SAMPLE POINT wet side ❑x Upside ❑ N/A ❑ Mapped Soil Type Hamel Loam Depth Moist Soil Matrix Moist Mottle Matrix Mottle Horizon Texture (inches) Munsell Color ( ) (Munsell Color) Abundance/Contrast No 0-18 A 10YR2/1 none none silty loam w/ sand 18-24 B 2.5Y2.511 none none silt loam No Does an Atypical Situation Exist? ❑ Yes' Mineral Hydric Soil Colors = Matrix with a Value 2 4 and a Chrome of 5 2 in mottled soils or <_ 1 in unmottled soils. Soil colors measured directly below the A -horizon within the soli profile. No Mottle Abundance = Few (<2% of exposed surface), Common (2.20% of exposed surface), Many (>20% of exposed surface). Mottle Contrast (matrix to redox) = Faint (closely related hues and chromas), Distinct (differ by t to 2 hues and several units in chrome and value), Prominent (vary several units in hue, value, and chrome). No AI. Histosol A9,10.1-2 cm Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon Sl. Sandy Mucky Material Fl. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky Peat/Peat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix X F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface Field Indicators of Hydric, Soils Midwest Region) USDA, March 1998. (A - all soils, S - sandy soils, F = loamy & clayey soils Hydric Soil? X Yes No Undetermined Remarks: SAMPLE POINT wet side ❑ Up side ❑x N/A ❑ Mapped Soil Type Hamel Loam Depth Horizon Matrix Color Mottle Colors Mottle Texture (inches) Munsell Moist) (Munsell Moist) Abundance/Contrast 0-18 A 2.5Y3/1 none none silt loam w/ sand 18-23 B 2.5Y2/1 none none silt loam Mineral Hydric Soil Colors = Matrix with a Value 2 4 and a Chrome of 52 in mottled soils or 51 In unmotfled soils. Soil colors measured directly below the A -horizon within the soil profile. Mottle Abundance = Few (<2% of exposed surface), Common (2-20% of exposed surface), Many (>20% of exposed surface). Mottle Contrast (matrix to redox) = Faint (closely related hues and chromas), Distinct (differ by 1 to 2 hues and several units in chroma and value), Prominent (vary several units in hue, value, and chroma). Al. Histosol A9,10. 1-2 cm Muck S6. Stripped Matrix 175. Thick Dark Surface A2. Histic Epipedon Sl. Sandy Mucky Material FI. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky Peat/Peat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface Field lndicaton of Hydric Soils(Midwest R Ion USDA, March 1998. (A=all soils, S=sandy soils, F=loamy & clayey soils Hydric Soil? Yes X No Undetermined Remarks: WETLAND DETERMINATION SAMPLE POINT Wetside ❑x Upside ❑ N/A ❑ Hydrophytic Vegetation Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Wetland Hydrology Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Is the area a wetland? X_ Yes No Remarks: Distance from Wetland Edge 5 ft. N/A 'Has the area been altered sufficiently to render the presence of Hydrophytic Vegetation, Wetland Hydrology, or Hydric Soils not applicable? SAMPLE POINT Wet side ❑ Upside ❑x N/A ❑ Hydrophytic Vegetation Present? Yes X No Does an Atypical Situation Exist? ❑ Yes' Wetland Hydrology Present? Yes X No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? Yes X No Does an Atypical Situation Exist? ❑ Yes' Is the area a wetland? Yes X_ No Remarks: Distance from Wetland Edge 10 ft. N/A 'Has the area been altered sufficiently to render the presence of Hydrophytic Vegetation, Wetland Hydrology, or Hydric Soils not applicable? 4 Revised 08/17/02 • Westwood Professional Services, Inc. • WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) VEGETATION SAMPLE POINT Wet side ❑x Upside ❑ NIA ❑ Common Name (Dominants >_ 20 percent) Mancino Property /20041064 Date: 06/28/04 Investigator(s): Westwood ProLServices —DMW/MCH City/Twsp. Chanhassen Wetland Identification: Wetland C —Hillside Seep County & State Carver, MN Transect Sample Point: T-1 # of Flags: 9 Pilea pumila H VEGETATION SAMPLE POINT Wet side ❑x Upside ❑ NIA ❑ Common Name (Dominants >_ 20 percent) Scientific Name Stratum % Cover Ind. Status Box elder Acer negvundo T 35 FAC W - Bare soil NA NA 35 NA Clearweed, Canada Pilea pumila H 20 FACW Jack in the pulpit Arisaema tri hyllum H 5 FACW- 1 11 % of Dominants FAC or wetter: 900 Remarks: Overall Dominant Vegetation/Community: Boxelder/clearweed/Type 1 L Hillside Seep/ Bottomland hardwoods SAMPLE POINT Wet side ❑ Upside 0 N/A ❑ Common Name (Dominants t 20 percent) Scientific Name Stratum % Cover Ind. Status Mustard, garlic Alliaria petiolata H 70 FAC Basswood, American Tilia americana T 20 FACU Jack in the pulpit Arisaema tri hyllum H 10 FACW- Flattened Vegetation seep. Undetermined - Explain: Drainage Patterns 1 11 % of Dominants FAC or wetter: 50 Remarks: Overall Dominant Vegetation/Community: Garlic mustard/basswood/deciduous woodland HYDROLOGY SAMPLE POINT Wet side 0 Upside ❑ NIA ❑ Primary Hydrology Indicators Secondary Hydrology Indicators (2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels X_ Yes X Saturated, Depth (in) 0 Water -Stained Leaves No X_ Water in borehole, Depth (in) 0 Mapped Hydric Soil, Depression Water Marks, Height (in) FAC -Neutral Test Assumed - Explain: Drift Lines Topographic Position Sediment Deposits X_ Other- Explain: Water running from hillside Flattened Vegetation seep. Undetermined - Explain: Drainage Patterns 1 11 SAMPLE POINT Wetside ❑ Upside 0 NIA ❑ Primary Hydrology Indicators Secondary Hydrology Indicators (2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels Yes Saturated, Depth (in) >18 Water -Stained Leaves X No Water in borehole, Depth (in) >18 Mapped Hydric Soil, Depression Water Marks, Height (in) FAC -Neutral Test Assumed - Explain: Drift Lines Topographic Position Sediment Deposits Other - Explain: Flattened Vegetation Undetermined - Explain: Drainage Patterns 5 Revised 06/17/02 • Westwood Professional Services, Inc. • WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name: Mancino Property Job No.: 20041064 Wetland Identification: Wetland C -Hillside Seep Transect Sample Point: T-1 SOILS SAMPLE POINT wetside ❑x Upside ❑ NIA ❑ Mapped Soil Type Lester-kilkenny clay loam Depth Moist Soil Matrix Moist Mottle Matrix Mottle Horizon Texture (inches) (Munsell Color) (Munsell Color) Abundance/Contrast No 0-8 A 10YR3/1 none none silt loam 8-16 B 1OYR4/1 10YR4/6 fine, few, faint silty clay loam No Does an Atypical Situation Exist? ❑ Yes' Mineral Hydric Soil Colors = Matrix with a Value >_ 4 and a Chroma of 5 2 in mottled soils or 5 1 in unmottled soils. Soil colors measured directly below the Afiorizon within the soil profile. No Mottle Abundance= Few (42% of exposed surface), Common (2-20% of exposed surface), Many (>20% of exposed surface). Mottle Contrast (matrix to redox) = Faint (closely related hues and chromas), Distinct (differ by 1 to 2 hues and several units in Chroma and value), Prominent (vary several units in hue, value, and chroma). No AL Histosol A9,10.1-2 cm Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Hisfic Epipedon Sl. Sandy Mucky Material FI. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky Peat/Peat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix X F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface Field Indicators of Hydric Soils Midwest Region) USDA, March 1998. A = all soils, S = sandy soils, F = loamy & clayey soils Hydric Soil? X Yes No Undetermined Remarks: SAMPLE POINT Wet side ❑ Up side ❑x NIA ❑ Mapped Soil Type Lester-kilkenny clay loam Depth Horizon Matrix Color Mottle Colors Mottle Texture inches Munsell Moist (Munsell Moist) Abundance/Contrast No 0-10 A 10YR3/1 none none silt loam 10-18 B 10YR4/1 10YR4/6 fine, few, faint silty clay loam No Does an Atypical Situation Exist? ❑ Yes' Mineral Hydric Soil Colors = Matrix with a Value 2 4 and a Chroma of 5 2 in mottled soils or 5 1 in unmottled soils. Soil colors measured directly below the A -horizon within the soil profile. No Mottle Abundance = Few (<2% of exposed surface), Common (2-20% of exposed surface), Many 1>20% of exposed surface). Mottle Contrast imatrix to redox) = Faint (closely related hues and chromas), Distinct (differ by 1 to 2 hues and several units in chroma and value), Prominent (vary several units in hue, value, and chroma). No Al. Histosol A9,10.1-2 cm Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon Sl. Sandy Mucky Material Fl. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky Peat/Peat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface Field Indicators of Hydric Soils Midwest Region) USDA, March 1998. A = all soils, S = sandy soils, F = loamy & clayey soils Hydric Soil? X Yes No Undetermined Remarks: WETLAND DETERMINATION SAMPLE POINT Wet side [g Upside ❑ N/A ❑ Hydrophytic Vegetation Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Wetland Hydrology Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Is the area a wetland? X_ Yes No Remarks: Distance from Wetland Edge 8 ft. N/A 'Has the area been altered sufficiently to render the presence of Hydrophytic Vegetation, Wetland Hydrology, or Hydric Soils not applicable? SAMPLE POINT Wet side ❑ upside x❑ N/A ❑ Hydrophytic Vegetation Present? Yes X No Does an Atypical Situation Exist? ❑ Yes' Wetland Hydrology Present? Yes X No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Is the area a wetland? Yes X No Remarks: Distance from Wetland Edge 3 ft. N/A `Has the area been altered sufficiently to render the presence of Hydrophytic Vegetation, Wetland Hydrology, or Hydric Soils not applicable? 6 Revised 06/17102 02003 Westwood PrOlOssional Services, Inc Affill low 7 .T. 1 :fir O -J'. • Pill r L .;q; y A L .7. !-r y. y ,iLu . . ... 4r .1 ell J '41 0 . . ..... lj� or :r : -'S r,%C4 L % IN 3 % J 7L_ 1 21. LI . % i, %' A J roe - I r f Ir z.. L o Ai C. Jr I I I I Ar % Yi�I J .,LLI j % Ir t I % f % % t "J I Data Source(s): USGS DRG (Excelsior Quad, revised 1997). Legend = Project Boundary Map Document: (P:\20041064\GIS\20041064drg01B.md) 4/13/2004 -- 1:31:20 PM WWestwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 952-937-5150 Plowshares Mancino Property Chanhassen, Minnesota N A 0 500 1,000 Feet Topographic Mapping m 2003 WesMwd Pmfessicna, Se,,,c.s Inc ti Soil Type HM Hamel loam (HYDRIC) KB Kilkenny-lester loams, 2-6% slopes KC Lester-kilkenny loams, 6-12% slopes KC2 Lester-kilkenny loams, 6-12% slopes, eroded KD2 Lester-kilkenny loams, 12-18% slopes, eroded KE Lester-kilkenny loams, 18-25% slopes, eroded ND3 Lester-kilkenny clay loams, 12-18% slopes, severely eroded NE3 Lester-kilkenny clay loams, 18-25% slopes, severely eroded TB Terril loam, 0-6% slopes Data Source(s): Aerials Express (2002), USDA/NRCS Carver County Digital Soil Survey (1966). Legend Project Boundary Hydric Soil Map Document: (P:\20041064\GIS\20041064Soi101B.mxd) 4/13/2004 -- 1:33:28 PM WWestwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 952-937-5150 w Ilk - r t- i ytr r ` 4 �1 0 11 yr, sA t� r Y s 1. 'tp,-el 1 = Plowshares Mancino Property Chanhassen, Minnesota N A 0 200 400Feet Digital Soils Mapping 32003 Westwood Professional Services, Inc r AL r : r, fiv err _ •� \ ' A t r J 41 XA -ia . � ti?t,�,`• - -i: , r -:tet .r1�• T t� � ' +r r �-r � 'ltd; 54 fA r �`+ ►1 7 Data Source(s): Aerials Express (2002), USFWS NWI (1989) Legend Project Boundary NWI Wetland Map Document: (P:\20041064\GIS\20041064nwi01B.mxd) 4/13/2004 -- 1:32:56 PM WWestwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 952-937-5150 J ,. ., „< •,rte J 1 �j 33 ` • _ cy 1 yy� a• ♦i ♦ �� 1 9 7 F Ea r Plowshares Mancino Property Chanhassen, Minnesota V 0 200 400Feet National Wetlands Inventory Mapping 4 .7. 1 - X 0 200 400Feet National Wetlands Inventory Mapping 4 Note Wetland boundaries were delineated and flagged in the field by Westwood Professional Services on June 18 and 28, 2004 using the routine determination method set forth in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, Waterways Experiment Station, 1987). DELINEATED WETLAND — — DELINEATED WETLAND BOUNDARY Mancino Prepared for. ` Westwood Professional Services Inc. `. RSC xxx_ >� � nfweit, r,Lc Property 7599 Anagram Dnve D� RSC Eden �mrie. MN 55346 1857 Lake Drive West, Suite SW Phone. 952-937-5750 Far.952-937-5822 a.m d Drift wdaee loa_ Chanhassen, Minnesota 55317 0 Chanhassen, Minnesota WETLAND DELINEATION SAMPLE POINT Date 07/N/04 sheet 1 of 1 20041064WTFDI. DWG DRAFT Wetland Boundary Map Exhibit 4 SCANNED