Document LKn9vGXgzR9dzzBYLQL8JOeB5

Clean Water Act Section 404: Site Visit/Case Development For inspections authorized pursuant to Clean Water Act sections 308 and 404 (33 U.S.C. 1318 and 1344) This report includes only factual information gained by documentation, onsite observations, and/or onsite interviews. Inspector Name(s) Stephanie Andreescu Austin Jepsky Time In 3:06 PM Time Out 4:26 PM Start Date April 22, 2025 End Date April 22, 2025 Inspector's Organization U.S. EPA Region 2 Organization Requesting Inspection (if different) Inspection Type Evaluation Inspection Status Original Site Name Twin Pond Enterprises, Inc. Property Site Address* City* Milton Ms. Natalie Browne (bye-mail) New York Department of Environmental Conservation Addresses of three parcels comprising Site: 2007 Route 9W; and Mahoney Road Mr. Michael Fraatz (bye-mail) N ew York Department of Environmental Conservation Mr. James Campbell (bye-mail) Town of Newburgh Code Compliance County* Ulster State* NY Zip Code* 12547 Mailing Address* 2007 Route 9W City* Milton County* Ulster State* NY Zip Code* 12547 Latitude* 41.67038 Estimated Size of Site (acres) 6.2 + 2.5 = 8.7 acres Inspector Signature Supervisor Signature Digitally signed by STEPHANIE ANDREESCU Date: 2025.06.03 14:07:50 -04'00' Digitally signed by MARCO FINOCCHIARO Date: 2025.06.26 08:36:13 -04'00' Longitude* -73.96261 Is there a home on the site? Yes No Date 6/3/25 Date 6/26/25 Effective August 2020 Page 1 of 5 Clean Water Act Section 404: Site Visit/Case Development For inspections authorized pursuant to Clean Water Act sections 308 and 404 (33 U.S.C. 1318 and 1344) Site Name Twin Pond Enterprises, Inc. Property Start Date April 22, 2025 End Date April 22, 2025 Inspection Purpose Initial site visit Presentation of Inspector Credentials Opening Conference Name and Title (Use N/A if owner/operator not available to join the inspection) Credentials were presented to Dane Mannese, president of Twin Pond Enterprises, Inc. (property owner) and James Mannese Trucking, Inc. (operator) Opening Conference Name of person authorizing access if applicable EPA scheduled the inspection through Mr. Mannese Notes from Opening Conference EPA provided some background on its interest in the Site (referral from NYSDEC following review of neighboring property owned by Central Hudson) and explained the purpose of the inspection. Access Issues if Any Describe N/A Inspection Observations and Sample Collection Site Owner/Site Operator/Responsible Party (Name, title and contact information) Site owner: Twin Pond Enterprises, Inc.; Site operator: James Mannese Trucking, Inc. Additional Persons Present at Inspection See attached sign-in sheet General Site Characteristics (layout of property, etc.) The Site is comprised of three parcels, identified by Ulster County records as Tax IDs: 103.1-1-61.100, a 2.5-acre parcel located on Mahoney Road; 103.1-1-61.200, a small triangular parcel also on Mahoney Road; and 103.1-1-3, a 6.2-acre parcel located at 2007 Route 9W, Milton, NY. The Site is irregularly Y-shaped due to neighboring/bisecting parcels owned by Central Hudson Gas & Electric. Parcel 103.1-1-3 is located at the north of the Site and bordered by Route 9W on the east, and parcels 103.1-1-61.100 and 103.1-1-61.200 are located at the south of the Site and bordered by Mahoney Road to the south. Parcel 103.1-1-3 generally consists several commercial buildings and parking/storage areas associated with the James Mannese Trucking business. Parcels 103-1-61.100 and 103.1-1-61.200 are undeveloped, but have been recently disturbed with the spreading of fill material in preparation of constructing a residence. An access driveway had been constructed off of Mahoney Road. A watercourse carries flow from a farm south of Mahoney Road northeast through the Site and then under Route 9W. Effective August 2020 Page 2 of 5 Clean Water Act Section 404: Site Visit/Case Development For inspections authorized pursuant to Clean Water Act sections 308 and 404 (33 U.S.C. 1318 and 1344) Site Name Twin Pond Enterprises, Inc. Property Start Date April 22, 2025 End Date April 22, 2025 Purpose and Need for Discharge of Dredged and/or Fill Material Fill material was discharged to provide fastland for the eventual construction of a residence. Site Overview (Past inspections, site description, permits, etc.) EPA's Wetland Protection Section has not previously inspected the property. The U.S. Army Corps of Engineers has not issued a permit for filling activities at the property. Scope of Inspection (Areas inspected or not inspected) EPA inspected areas along the boundary of the fill disturbance where filling activities had occurred. Effective August 2020 Page 3 of 5 Clean Water Act Section 404: Site Visit/Case Development For inspections authorized pursuant to Clean Water Act sections 308 and 404 (33 U.S.C. 1318 and 1344) Site Name Twin Pond Enterprises, Inc. Property Environmental Conditions (e.g., wind, rain, smoke, dust, temperature, snow) mostly clear/partly cloudy; upper 70's Start Date April 22, 2025 End Date April 22, 2025 Field Work Conducted The purpose of the inspection was to document whether there had been a discharge of dredged and/or fill material into waters of the United States without prior Corps authorization. Data recorded during the inspection included handwritten notes of observations; documentation of wetland indicators; and photographs. According to Mr. Mannese, he "cleaned out dead trees" on the property to prepare for building a house. He also stated that the Town of Marlborough asked if they could dump materials on the property. EPA walked along the edge of the fill material placed on the southern portion of the Site. EPA observed fill material to include dirt, rock, gravel, and asphalt. Near Mahoney Road, fill material was approximately 1-2 feet high. Near the constructed access driveway off of Mahoney Road, fill material was approximately 5 feet high. EPA crossed Mahoney Road, south of the Site, to observe the watercourse flowing to the Site from the farm across the street. At this location, the stream was flowing, had a defined bed and banks, and substrate consisting of silt and some cobble. On the north side of Mahoney Road, the stream appeared to have been rerouted around much of the fill area as the channel was less developed (See Photograph 23-P4220845). Despite the inspection occurring in "moderate drought", the relocated stream was observed to be flowing on the Site. EPA dug a soil sampling pit just south of the fill edge, north of the relocated stream near Mahoney Road and observed the presence of hydric soils. Vegetation was not able to be sampled due to fill placement around the sampling location (see attached data sheets). Based on field indicators and observations, and geospatial analysis, EPA concluded that the location was likely a wetland. EPA observed a second channel that was flowing north along the access driveway. This channel appeared to join the relocated stream near the center of the Site before flowing northeast, through pipes and catchbasins under the parking lot of the business. Closing Conference Documents Received and/or Requested During the Inspection N/A Compliance Assistance Provided (If any) N/A Observations Relayed to Site Owner/Operator N/A Actions Taken by Owner/Operator During the Inspection (If any) N/A Effective August 2020 Page 4 of 5 Clean Water Act Section 404: Site Visit/Case Development For inspections authorized pursuant to Clean Water Act sections 308 and 404 (33 U.S.C. 1318 and 1344) Site Name Twin Pond Enterprises, Inc. Property Start Date April 22, 2025 End Date April 22, 2025 Potential Issues of Concern Including Regulatory Citations Potential issues of concern include the discharge of fill material into a wetland and a stream without prior Corps authorization. Maps and Sketches Photographs (including location) and Photo Log Other (SSIP, Wetlands Delineation Forms, etc.) Attachments* Attachments: Sign-in Sheet; Wetland Delineation Data Sheets; Photograph Log; Antecedent Precipitation Data Additional Notes Effective August 2020 Page 5 of 5 EPA CWA 404 Inspection Photolog Twin Pond Enterprises, Inc. 2007 Route 9W, Mahoney Road Property (103.1-1-61.100, 103.1-1-61.200, 103.1-1-3) Milton, NY April 22, 2025 1 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:21 PM S. Andreescu 1 - P4220823 Description: (1/6) Panorama of flowing water on southern end of Site 2 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:21 PM S. Andreescu 2 - P4220824 Description: (2/6) Panorama of flowing water on southern end of Site 3 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:21 PM S. Andreescu 3 - P4220825 Description: (3/6) Panorama of flowing water on southern end of Site 4 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:22 PM S. Andreescu 4 - P4220826 Description: (4/6) Panorama of flowing water on southern end of Site 5 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:22 PM S. Andreescu 5 - P4220827 Description: (5/6) Panorama of flowing water on southern end of Site 6 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:22 PM S. Andreescu 6 - P4220828 Description: (6/6) Panorama of flowing water on southern end of Site 7 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:27 PM S. Andreescu 7 - P4220829 Description: Locust Grove stream flowing (across Mahoney Road) 8 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:27 PM S. Andreescu 8 - P4220830 Description: Locust Grove stream flowing (across Mahoney Road) 9 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:30 PM S. Andreescu 9 - P4220831 Description: Downstream end of culvert under Mahoney Road; stream from Locust Grove enters Site 10 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:39 PM S. Andreescu 10 - P4220832 Description: (1/5) Panorama of excavated area with standing water and cattails 11 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:39 PM S. Andreescu 11 - P4220833 Description: (2/5) Panorama of excavated area with standing water and cattails 12 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:39 PM S. Andreescu 12 - P4220834 Description: (3/5) Panorama of excavated area with standing water and cattails 13 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:39 PM S. Andreescu 13 - P4220835 Description: (4/5) Panorama of excavated area with standing water and cattails 14 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:39 PM S. Andreescu 14 - P4220836 Description: (5/5) Panorama of excavated area with standing water and cattails 15 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:46 PM S. Andreescu 15 - P4220837 Description: Flowing stream from culvert on Site 16 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:48 PM S. Andreescu 16 - P4220838 Description: Flowing stream downstream of culvert 17 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 3:51 PM S. Andreescu 17 - P4220839 Description: Pink wetland delineation flagging on Central Hudson Gas & Electric Corp property 18 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 4:00 PM S. Andreescu 18 - P4220840 Description: Fill material - asphalt 19 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: Description: SS1 Soil profile 4/22/2025 4:05 PM S. Andreescu 19 - P4220841 20 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 4:06 PM S. Andreescu 20 - P4220842 Description: SS1 Soil Pit location 21 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 4:11 PM S. Andreescu 21 - P4220843 Description: SS1 Soil Pit profile showing redoximorphic features 22 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 4:19 PM S. Andreescu 22 - P4220844 Description: (1/3) Panorama of Site and flowing water on Site near SS1 soil profile location 23 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 4:19 PM S. Andreescu 23 - P4220845 Description: (2/3) Panorama of Site and flowing water on Site near SS1 soil profile location 24 Twin Pond Enterprises Inc., Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 4:20 PM S. Andreescu 24 - P4220846 Description: (3/3) Panorama of Site and flowing water on Site near SS1 soil profile location 25 U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET - Northcentral and Northeast Region See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R OMB Control #: 0710-0024, Exp: 11/30/2024 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Project/Site: Twin Pond Enterprises, Inc. City/County: Milton, Ulster County Sampling Date: 4/22/2025 Applicant/Owner: Twin Pond Enterprises, Inc. State: NY Sampling Point: SS1 Investigator(s): S. Andreescu, A. Jepsky Section, Township, Range: Landform (hillside, terrace, etc.): Local relief (concave, convex, none): Slope %: Subregion (LRR or MLRA): LRR R Lat: 41.66985 Soil Map Unit Name: Canandaigua silt loam, till substratum (Cd) Long: -73.96303 NWI classification: Datum: PFO1E Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks.) Are Vegetation X , Soil X , or Hydrology X significantly disturbed? Are "Normal Circumstances" present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Hydric Soil Present? Wetland Hydrology Present? Yes No Yes X No Yes No Is the Sampled Area within a Wetland? Yes No If yes, optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Site located in area experiencing "moderate drought" at time of inspection HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one is required; check all that apply) Surface Water (A1) Water-Stained Leaves (B9) High Water Table (A2) Aquatic Fauna (B13) Saturation (A3) Marl Deposits (B15) Water Marks (B1) Hydrogen Sulfide Odor (C1) Sediment Deposits (B2) Oxidized Rhizospheres on Living Roots (C3) Drift Deposits (B3) Presence of Reduced Iron (C4) Algal Mat or Crust (B4) Recent Iron Reduction in Tilled Soils (C6) Iron Deposits (B5) Thin Muck Surface (C7) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Sparsely Vegetated Concave Surface (B8) Secondary Indicators (minimum of two required) Surface Soil Cracks (B6) Drainage Patterns (B10) Moss Trim Lines (B16) Dry-Season Water Table (C2) Crayfish Burrows (C8) Saturation Visible on Aerial Imagery (C9) Stunted or Stressed Plants (D1) Geomorphic Position (D2) Shallow Aquitard (D3) Microtopographic Relief (D4) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes No Depth (inches): Saturation Present? Yes No Depth (inches): Wetland Hydrology Present? (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Yes No Remarks: Stream/watercourse appears to have been rerouted on Site. ENG FORM 6116-8, FEB 2024 Northcentral and Northeast - Version 2.0 VEGETATION - Use scientific names of plants. Absolute Tree Stratum (Plot size: ) % Cover Dominant Species? 1. 2. 3. 4. 5. 6. 7. =Total Cover Sapling/Shrub Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. =Total Cover Herb Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. =Total Cover Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Vegetation in and around sampling location has been impacted by fill material. Indicator Status Sampling Point: SS1 Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: (A) Total Number of Dominant Species Across All Strata: (B) Percent of Dominant Species That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% 3 - Prevalence Index is 3.01 4 - Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Vegetation Strata: Tree - Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/shrub - Woody plants less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Herb - All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vines - All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? Yes No ENG FORM 6116-8, FEB 2024 Northcentral and Northeast - Version 2.0 SOIL Sampling Point SS1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth (inches) Matrix Color (moist) % Redox Features Color (moist) % Type1 Loc2 Texture Remarks 0-5 10YR 3/2 95 10YR 4/6 5 C PL Loamy/Clayey 5-8 5Y 3/2 85 10YR 4/6 15 C PL Loamy/Clayey 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. Hydric Soil Indicators: Histosol (A1) Dark Surface (S7) Histic Epipedon (A2) Polyvalue Below Surface (S8) (LRR R, Black Histic (A3) MLRA 149B) Hydrogen Sulfide (A4) Thin Dark Surface (S9) (LRR R, MLRA 149B) Stratified Layers (A5) High Chroma Sands (S11) (LRR K, L) Depleted Below Dark Surface (A11) Loamy Mucky Mineral (F1) (LRR K, L) Thick Dark Surface (A12) Loamy Gleyed Matrix (F2) Mesic Spodic (A17) Depleted Matrix (F3) (MLRA 144A, 145, 149B) X Redox Dark Surface (F6) Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) Sandy Gleyed Matrix (S4) Redox Depressions (F8) Sandy Redox (S5) Marl (F10) (LRR K, L) Stripped Matrix (S6) Red Parent Material (F21) (MLRA 145) Restrictive Layer (if observed): Type: 2Location: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soils3: 2 cm Muck (A10) (LRR K, L, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Polyvalue Below Surface (S8) (LRR K, L) Thin Dark Surface (S9) (LRR K, L) Iron-Manganese Masses (F12) (LRR K, L, R) Piedmont Floodplain Soils (F19) (MLRA 149B) Red Parent Material (F21) (outside MLRA 145) Very Shallow Dark Surface (F22) Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Depth (inches): Hydric Soil Present? Yes X No Remarks: Shovel refusal @ 8" depth ENG FORM 6116-8, FEB 2024 Northcentral and Northeast - Version 2.0 VEGETATION Continued - Use scientific names of plants. Absolute Dominant Tree Stratum % Cover Species? 8. 9. 10. 11. 12. 13. 14. =Total Cover Sapling/Shrub Stratum 8. 9. 10. 11. 12. 13. 14. =Total Cover Herb Stratum 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. =Total Cover Woody Vine Stratum 5. 6. 7. 8. =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Indicator Status Sampling Point: SS1 Definitions of Vegetation Strata: Tree - Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/shrub - Woody plants less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Herb - All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vines - All woody vines greater than 3.28 ft in height. ENG FORM 6116-8, FEB 2024 Northcentral and Northeast - Version 2.0 AGENCY DISCLOSURE NOTIFICATION The public reporting burden for this collection of information, OMB Control Number 0710-0024, is estimated to average 30 minutes per response, including the timefor reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or burden reduction suggestions to the Department of Defense, Washington Headquarters Services,at whs.mc-alex.esd.mbx.dd-dod-information-collections@mail.mil. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. PLEASE DO NOT RETURN YOUR REQUEST TO THE ABOVE EMAIL. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. System of Record Notice (SORN). The information received is entered into our permit tracking database and a SORN has been completed (SORN #A1145b) and may be accessed at the following website: http://dpcld.defense.gov/Privacy/SORNsIndex/DOD-wide-SORN-ArticleView/Article/570115/a1145b-ce.aspx Site Visit Sign-in Sheet Name 'S-i-EPHANIE ~(\JDQf:sCU Av'f + ,'vj --" J e f5Vt<j I }~(i~~\{",~. ~ )<\:C \r1Jhqnne )e Site: "IW\N ~D 2co:t- R)LHe NJe.R.I=R\Ses 9w MllJO\) t0l.{ Agency/Org/ Affiliation Phone ~ R6lcYV 2. t:f A ~Dj~" ~ (2.12) <0'3=1- -38\8 ) {bl-63r-- 3"P15 f'JR()- a...OJ'\~ 'L 17 J /t Y')n c (e f-J ,s, } 2\2-(,,31 4~ 64\~6'Cr?C1C Date: .Lf(2212D2.5 Email e ANDRESCU 5TEPH~N\ @ E.M. 60V ~ ~s fry, .,1-0> f,/; P-:M. G-c V ~ IM.~"V~ r, dYlS*-.o-Q ilD-,q{J.. 1 v v (-Jct. { ( f' f-C1 () (..( s(CP 5'\ 0 i: C (\\..-1. J ( <, .- Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 6 30-Day Rolling Total 30-Year Normal Range 5 Rainfall (Inches) 4 3 2025-04-22 2025-02-21 2025-03-23 2 1 0 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 2024 2024 2024 2025 2025 2025 2025 2025 2025 2025 2025 2025 Coordinates Observation Date Elevation (ft) Drought Index (PDSI) WebWIMP H2O Balance 41.67037, -73.96260 2025-04-22 188.473 Moderate drought (2025-03) Wet Season 30 Days Ending 2025-04-22 2025-03-23 2025-02-21 Result 30th %ile (in) 2.607087 1.807087 1.728347 Weather Station Name POUGHKEEPSIE AP POUGHKEEPSIE 5.3 S WAPPINGERS FALLS 1.6 ESE POUGHKEEPSIE 4.7 ESE POUGHKEEPSIE HOPEWELL JUNCTION 2.4 SSE GLENHAM ROSENDALE 2 E MILLBROOK 3 W W PT 70th %ile (in) 3.627165 3.727953 2.761811 Observed (in) 2.437008 1.751969 2.188976 Wetness Condition Dry Dry Normal Coordinates 41.6258, -73.8817 41.6195, -73.9131 41.588, -73.8922 41.6634, -73.8419 41.7269, -73.9203 41.5535, -73.7863 41.5167, -73.9333 41.8481, -74.0472 41.7858, -73.7422 41.3906, -73.9608 Elevation (ft) 152.887 168.963 230.971 369.094 250.984 278.871 274.934 122.047 413.058 319.882 Distance (mi) 5.189 1.679 2.667 3.312 7.264 7.018 7.996 17.571 13.191 16.758 Condition Value Month Weight 1 3 1 2 2 1 Product 3 2 2 Drier than Normal - 7 Elevation 35.586 16.076 78.084 216.207 98.097 125.984 122.047 30.84 260.171 166.995 Weighted 2.52 0.783 1.408 2.206 3.981 4.042 4.574 8.449 9.368 10.34 Days Normal 8817 3 1 1 2303 1 102 117 1 7 Days Antecedent 90 0 0 0 0 0 0 0 0 0