Document Byo4gjwgnmr42K8BB33KZpQ6k

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 12:47 PM Start Date April 22, 2025 Time Out 2:37 PM 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 Site Address* City* Milton Town of Marlborough - Highway Department Ms. Natalie Browne (bye-mail) New York Department of Environmental Conservation 1650 Route 9W (Tax ID: 103.3-3-67) and 7 Woodcrest Lane (Tax ID: 103.3-3-66.100) 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* PO Box 305 City* Milton County* Ulster State* NY Zip Code* 12547 Latitude* 41.63684 Longitude* -73.96195 Estimated Size of Site (acres) 2.77 ac + 3.94 ac = 6.71 ac Is there a home on the site? Inspector Signature Supervisor Signature Digitally signed by STEPHANIE ANDREESCU Date: 2025.05.12 12:28:29 -04'00' Digitally signed by MARCO FINOCCHIARO Date: 2025.05.12 15:25:13 -04'00' Yes No Date 5/12/25 Date 5/12/25 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 Town of Marlborough - Highway Department 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 John Alonge, highway superintendent Opening Conference Name of person authorizing access if applicable EPA scheduled the inspection through Mike Nowicki, environmental consultant for the Town of Marlborough, and Scott Corcoran, Supervisor for the Town of Marlborough. Notes from Opening Conference EPA provided some background on its interest in the Site 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: Town of Marlborough; Site operator: Town of Marlborough Highway Department, 845-795-2272 Additional Persons Present at Inspection See attached sign-in sheet General Site Characteristics (layout of property, etc.) The Site is comprised of two parcels, identified by Ulster County records as Tax ID: 103.3-3-67, a 2.77-acre parcel located at 1650 Route 9W, Milton, NY and 103.3-3-66.100, a 3.94-acre parcel located at 7 Woodcrest Lane, Milton, NY. Both parcels are generally rectangular in shape, with 103.3-3-67 located directly north of 103.3-3-66.100. The Site is bordered by Route 9W on the west, Woodcrest Lane on the south, and privately owned parcels on the north and west. Parcel 103.3-3-67 includes the Highway Department Building, its parking lot, and various appurtenant structures. Two ponds with small wetland fringes are located along its northern boundary. Access to the parcel is off of Route 9W. Parcel 103.3-3-66.100 consists mostly of parking and storage areas. Piles of roadwork materials are located on the parcel. Wetlands are located near the eastern and southern boundaries of the parcel. The piped stream daylights on the parcel and flows east, off-site. Access to the parcel is is off of Woodcrest Lane or through Parcel 103.3-3-67. A United States Geologic Survey (USGS)-mapped stream enters 103.3-3-67 at its southwest corner and flows southeast through a pipe to 103.3-3-66.100 and then off-site, eventually draining to the Hudson River. The USGS classifies the stream as "perennial". The stream is also identified by the NYSDEC as "Class C" (best usage for fisheries and non-contact activities). 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 Town of Marlborough - Highway Department Start Date April 22, 2025 End Date April 22, 2025 The two ponds are mapped by the National Wetlands Inventory (NWI) as PUBHx freshwater ponds that measure 0.24 and 0.38 acre. Much of the southern portion of the Site is mapped by the NWI as a 1.46 acre PSS1C freshwater forested/shrub wetland. The stream corridors are mapped by the NWI as R3UBH Riverine Purpose and Need for Discharge of Dredged and/or Fill Material It appears that fill material was discharged to provide a storage space for roadwork materials. 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 as well as upstream and downstream of the stream piping. 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 Town of Marlborough - Highway Department Environmental Conditions (e.g., wind, rain, smoke, dust, temperature, snow) mostly clear/partly cloudy; low 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. EPA started the inspection by observing the stream on the southern portion of the Site. The stream, which had a defined bed and banks, was flowing and had been piped into a 48" corrugated plastic culvert. Fill material consisting of boulder, dirt, gravel, and wood chips had been discharged to sides of the stream and measured nearly 19 feet on its left descending bank and nearly 13 feet on its right descending bank. The stream channel measured between 6.5 and 8 feet wide. The stream channel was covered in a brown algae and had an unpleasant smell. Macroinvertebrates were not observed in the heavily disturbed stream. EPA walked along the limit of disturbance where fill material had been placed. Wetland vegetation including skunk cabbage and common reed was observed beyond the fill edge. Fill material including dirt, rock, asphalt, boulder, wood chips, asphalt tailings, gravel, ceramic, wood, black plastic bags, brick, and cinder block had been graded flat to create an elevated storage area. EPA observed piles of gravel, dirt, and wood chips on top of the fill area. Some fill appeared to be newly placed. EPA dug a soil sampling pit just east of the fill edge and south of the stream, and observed the presence of hydrophytic vegetation, hydric soils, and indicators of wetland hydrology (see attached data sheets). Based on this information, EPA determined that the soil pit was located in a wetland. EPA walked to the upstream end of the 48" culvert and observed where the stream entered the Site from under Route 9W before being piped under the southern portion of the Site. EPA also observed the western of two ponds located along the northern Site boundary. 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 Town of Marlborough - Highway Department 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 Town of Marlborough Highway Dept 1650 Route 9W & 7 Woodcrest Lane Milton, NY April 22, 2025 1 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 1:23 PM S. Andreescu 1 - P4220799 Description: Downstream end of 48" corrugated plastic culvert under filled portion of property 2 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 1:33 PM S. Andreescu 2 - P4220800 Description: Right descending bank of stream; downstream of culvert 3 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 1:34 PM S. Andreescu 3 - P4220801 Description: Left descending bank of stream; downstream of culvert 4 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: Description: SS1 soil profile 4/22/2025 1:45 PM S. Andreescu 4 - P4220802 5 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 1:45 PM S. Andreescu 5 - P4220803 Description: SS1 soil pit water table at 11" below ground surface 6 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 1:55 PM S. Andreescu 6 - P4220804 Description: Redoximorphic features in soil profile of SS1 soil sample 7 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:07 PM S. Andreescu 7 - P4220805 Description: SS1 soil pit water table at 7" below ground surface. Water table had risen over time. 8 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:20 PM S. Andreescu 8 - P4220806 Description: Wetland adjacent to fill material 9 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:20 PM S. Andreescu 9 - P4220807 Description: (1/6) Panorama of fill material adjacent to wetland 10 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:20 PM S. Andreescu 10 - P4220808 Description: (2/6) Panorama of fill material adjacent to wetland 11 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:20 PM S. Andreescu 11 - P4220809 Description: (3/6) Panorama of fill material adjacent to wetland 12 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:20 PM S. Andreescu 12 - P4220810 Description: (4/6) Panorama of fill material adjacent to wetland 13 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:20 PM S. Andreescu 13 - P4220811 Description: (5/6) Panorama of fill material adjacent to wetland 14 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:21 PM S. Andreescu 14 - P4220812 Description: (6/6) Panorama of fill material adjacent to wetland 15 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:28 PM S. Andreescu 15 - P4220813 Description: Fill material - pipe, ceramic, cinderblock, cement, gravel, wood chips, dirt, rock, asphalt 16 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:31 PM S. Andreescu 16 - P4220814 Description: (1/5) Panorama of fill piles on site 17 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:31 PM S. Andreescu 17 - P4220815 Description: (2/5) Panorama of fill piles on site 18 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:31 PM S. Andreescu 18 - P4220816 Description: (3/5) Panorama of fill piles on site 19 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:31 PM S. Andreescu 19 - P4220817 Description: (4/5) Panorama of fill piles on site 20 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:31 PM S. Andreescu 20 - P4220818 Description: (5/5) Panorama of fill piles on site 21 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:33 PM S. Andreescu 21 - P4220819 Description: Looking downstream from above downstream end of culvert 22 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:35 PM S. Andreescu 22 - P4220820 Description: Upstream end of corregated plastic culvert piping stream under site; culvert conveying stream flow under NY State Route 9W 23 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:36 PM S. Andreescu 23 - P4220821 Description: On-site pond located on northern portion of property 24 Marlborough Highway Department, Milton, NY Date: Time: Photographer: Photo ID: 4/22/2025 2:37 PM S. Andreescu 24 - P4220822 Description: On-site pond located on northern portion of property 25 Site Visit Sign-in Sheet Name '3n=..~ N\(;" R-NPRE.E-S:U V-:e 5r{j ~~ ".tvrro .e-h f ~owrc ~~''11'-- ~\""'tVk- \.0 Site: fII\~1.8Q;:nlM H t6HWAl.I Q2Pr Ibsa flo..ll:e '9UJ..... ., u..:t:x::<:RST.l.!ANE Agency/Org/ Affiliation Phone , M u.'.\.ON EPA RB::;ION 2- f-pft KQj\~ ;). ('2\2") fo3=I -3818 ~1;;2.-. {31 -'3775 Nl..\ Date: .it 1':22\ '.2n25 Email !'-NDR SCU .'S'TEt='~ofT-N\E @rn ,<SOY -:frf5J{y. Av5fhe t;fe-...!fV ~() y:- ri)f-\ ~ \\ (( /1 ~L/ 50. '29, 00 G I /1 I, 4z~() \D ',C' 1/ )-)90-96<63 So l -'1-1~5 20 s , (0 - '1 y.f b 8{(t ~L- L \ L~ c..~1-'" i{(}L{ ~ 3o.\on .V~ fv]5Ca.-Ivra> e Mar}/'61V U ~ 'I 1..{5' ~Lt(sO(e~(.~ ~\~-\4' ~e l./"iJ*"'-'- 0(0.. 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: Town of Marlborough - Highway Department City/County: Milton / Ulster Applicant/Owner: Town of Marlborough State: NY Investigator(s): S. Andreescu & A. Jepsky Section, Township, Range: Landform (hillside, terrace, etc.): Local relief (concave, convex, none): Subregion (LRR or MLRA): LRR R Lat: 41.63649 Long: -73.96120 Soil Map Unit Name: Volusia gravelly silt loam, 3-8% slopes (VoB) NWI classification: Sampling Date: 4/22/2025 Sampling Point: SS1 Slope %: Datum: PSS1C Are climatic / hydrologic conditions on the site typical for this time of year? Are Vegetation , Soil , or Hydrology significantly disturbed? Yes No X (If no, explain in Remarks.) Are "Normal Circumstances" present? Yes X 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 X No Yes X No Yes X No Is the Sampled Area within a Wetland? Yes X No If yes, optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) The Antecedent Precipitation Tool (APT) shows Site to be in "moderate drought" at the time of the inspection. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one is required; check all that apply) Surface Water (A1) Water-Stained Leaves (B9) X High Water Table (A2) Aquatic Fauna (B13) X Saturation (A3) Marl Deposits (B15) Water Marks (B1) Hydrogen Sulfide Odor (C1) Sediment Deposits (B2) X 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) X FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes X No Depth (inches): 7 Saturation Present? Yes X No Depth (inches): 0 Wetland Hydrology Present? (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Yes X No Remarks: ENG FORM 6116-8, FEB 2024 Northcentral and Northeast - Version 2.0 VEGETATION - Use scientific names of plants. Sampling Point: SS1 Tree Stratum (Plot size: Absolute Dominant Indicator ) % Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW, or FAC: 1 (A) 3. Total Number of Dominant 4. Species Across All Strata: 1 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 100.0% (A/B) 7. Prevalence Index worksheet: =Total Cover Total % Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: ) OBL species 75 x 1 = 75 1. FACW species 15 x 2 = 30 2. FAC species 0 x 3 = 0 3. FACU species 0 x 4 = 0 4. UPL species 0 x 5 = 0 5. Column Totals: 90 (A) 105 (B) 6. Prevalence Index = B/A = 1.17 7. Hydrophytic Vegetation Indicators: =Total Cover 1 - Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) 1. Symplocarpus foetidus 2. Phragmites australis 3. 4. X 2 - Dominance Test is >50% 75 Yes OBL X 3 - Prevalence Index is 3.01 15 No FACW 4 - Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) 5. 1Indicators of hydric soil and wetland hydrology must be 6. present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree - Woody plants 3 in. (7.6 cm) or more in diameter 9. at breast height (DBH), regardless of height. 10. Sapling/shrub - Woody plants less than 3 in. DBH and 11. greater than or equal to 3.28 ft (1 m) tall. 12. Herb - All herbaceous (non-woody) plants, regardless 90 =Total Cover of size, and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: ) 1. Woody vines - All woody vines greater than 3.28 ft in height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Lonicera morrowii shrubs were observed in the area beyond documented hydrophytic herbaceous vegetation 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 0-2 10YR 3/1 Loamy/Clayey Taillings mixed in 2-7 10YR 3/2 50 5YR 4/4 50 C PL/M Loamy/Clayey Prominent redox concentrations; some tailings mixed in 7-10 2.5Y 2.5/1 80 5YR 3/4 20 C M Loamy/Clayey Prominent redox concentrations; some tailings mixed in 10-14 5Y 3/2 90 5YR 3/4 10 C M Loamy/Clayey Prominent redox concentrations; some tailings mixed in 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: 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 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 Coordinates41.6368380177107, -73.961947628 Observation Date 2025-04-22 Elevation (ft) 252.977 Drought Index (PDSI) Moderate drought (2025-03) WebWIMP H2O Balance 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) 4.214 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 100.09 16.076 78.084 216.207 98.097 125.984 122.047 30.84 260.171 166.995 Weighted 2.318 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