Stormwater Management Report 4898 2292 85031

DRILL HOLE LOG BORING NO.: B-8 PROJECT: Proposed 1-story retail building CLIENT: Gomes Management LOCATION: 525 Northfield Avenue, West Orange, NJ DRILLER: JESUS, David & A. SHAH DRILL RIG: ACKER XLS PROJECT NO.: ANV-6549 DATE: 8-19-2024 ELEVATION: N/A LOGGED BY: Krunal Parmar DEPTH TO WATER> INITIAL =: 8-9" AT COMPLETION © : ELEVATION/ | WELL | SOIL SYMBOLS, STANDARD PENETRATION TEST SAMPLERS — | USCS Description nm | DD CURVE DEPTH _| DETAIL] AND TEST DATA DEPTH N — |_10 0. ° 3- | FILL | Asphalt-9". 0-2" 16] 8- Fill material containing dark gray, r 5 greenish gray clayey silt, trace f/c ecekesel |_...._|. Sand, trace fine gravel, trace fragments} if (i = ISM/GM| \ of asphalt, moist, medium stiff. 2-4 25 > isla) 18 @ 10": Reddish brown silty f/c sand, r? a if - some f/c gravel, moist, slightly r ‘| ty u ‘compact. a ee r i ‘| 4- {|SM/GM| Reddish brown silty f/c sand, trace f/c 6 5 L ri = gravel, moist, medium dense. é ad 2 Reddish brown silty f/c sand, some f/e i" i i gravel, moist, very loose. ré = ny 2. |SMIGM] Dark gray, reddish brown, yellow silty ero | 5 ;* s| 3. fic sand, some f/c gravel, slightly wet, r i : f 40/ very loose. a f h 3 Spoon Refusal @ 7'-9" Hy : ‘ E| Augured down to 9 feet, ! a ;° Be = ISM/GM| Brown silty f/m sand, trace f/c gravel, 11" 6 He a 4 2- wet, loose. i : ° \ tte _ _ ¥ & |SP/GP| Dark brown f/c sand and fc gravel, 11-413) 19 Lae 13 trace silt, saturated, medium dense. \ 23 (* 25" ISM/GM) Reddish brown silty fic sand, some f/c 18-17" 44 gravel, wet, dense. 21- 15 Augured down. Augur Refusal @ 19-2". j- 18 [ “| Bnd ofboring 7 a. This information pertains only to this boring and should not be interpreted as being indicitive of the site. Fiaure PAGF 1 of 1 ANS CONSULTANTS. INC.

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KEY TO SYMBOLS Symbol Description Strata s ols Fill Silty sand and gravel Poorly graded sand and gravel Poorly graded sand with silt Blank Misc. S: ols a Water table during drilling Notes: 1. Exploratory borings were drilled on 8-19-2024 using a 4-inch diameter continuous flight power auger. 2. No free water was encountered at the time of drilling or when re-checked the following day. 3. Boring locations were taped from existing features and elevations extrapolated from the final design schematic plan. 4. These logs are subject to the limitations, conclusions, and recommendations in this report. 5. Results of tests conducted on samples recovered are reported on the logs.

10 SPT N-VALUE 20 30 40 50. 60 Key to Borings e B-1 = B-2/B-2A a B3 y B4 + B-5/B-5A + B6 Water Content, % 20 0.50 60 70 30 10. o Ba ANS CONSULTANTS, INC. Proposed 1-story retail building Vertical Scale: 1to 3 | Figure:

SPT N-VALUE 30 40 50 60 24 I Water Content, % 1030 5 70_80 90 Key to Borings e B-8 ANS CONSULTANTS, INC. Proposed 1-story retail building Vertical Scale: 1 to 3 | Figure:

CE ASCE Hazards Report CAN SOE OF CML ENGINEERS Address: Standard: ASCE/SEI 7-22 Latitude: 40.770448 525 Northfield Ave Risk Category: !! Longitude: -74.277032 West Orange, New Jersey Soi Class: C- VeryDense_—_ Elevation: 391.14172377309643 ft 07052 Soil and Soft Rock (NAVD 88) nae _ ‘ = Nad Evzabeah Ean y / https://ascehazardtool.org/ Page 1 of 4 Tue Aug 27 2024

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: C - Very Dense Soil and Soft Rock Results: PGA w: 0.17 Tu § 6 Sus : 0.27 Ss: 0.27 Sui: 0.064 Si: 0.05 Sos : 0.18 Vsxo 530 Sor : 0.043 Seismic Design Category: B Multi-Period MCEr Spectrum Multi-Period Design Spectrum Sa(g) vs T(s) MCER Vertical Response Spectrum Vertical ground motion data has not yet been made available by USGS. https://ascehazardtool.org/ Page 2 of 4 2 4 Sa(g) vs T(s) Two-Period Design Spectrum 2 3 Sa(g) vs T(s) Design Vertical Response Spectrum Vertical ground motion data has not yet been made available by USGS. Tue Aug 27 2024

AMERICAN SOCIETY OF CVI. ENGINEERS Data Accessed: Tue Aug 27 2024 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-22 and ASCE/SEI 7-22 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-22 Ch. 21 are available from USGS. hitps://ascehazardtool.org/ Page 3 of 4 Tue Aug 27 2024

ANIERICAN SOCIETY OF CII. ENGINEERS The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is’ and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. hilps:/ascehazardtool.ora/ Page 4 of 4 Tue Aug 27 2024

A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. C YT ¢ Hazards by Location Search Information Address: 525 Northfield Ave, West Orange, NJ 07052, USA Coordinates: 40.7705012, -74.2774591 Elevation: 385 ft Timestamp: 2024-08-27T17:48:58.307Z Hazard Type: Seismic Reference Document: ASCE7-16 Risk Category: " Site Class: c MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 0.30 0.20 oa 0.15 0.10 mae 0.05 0.00 0.00 0.0 10 20 30 40 50 60 7.0 Period(s) 00 10 20 30 40 50 60 7.0 Period (s) Basic Parameters Name Value Description Ss 0.282 MCE ground motion (period=0.2s) Sy 0.059 MCE ground motion (period=1.0s) Sus 0.367 Site-modified spectral acceleration value Sui 0.089 Site-modified spectral acceleration value Sps 0.245 Numeric seismic design value at 0.28 SA Sor 0.059 Numeric seismic design value at 1.0s SA ~Additional Information Name Value Description spc B Seismic design category Fy 1.3 ‘Site amplification factor at 0.2s Fy 15 ‘Site amplification factor at 1.0s CRs 0.935 Coefficient of risk (0.2s) CR, 0.944 Coefficient of risk (1.0s) PGA 0.173 MCEg peak ground acceleration