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HomeMy WebLinkAboutSUB201600061 Plan - As-built 2023-03-17 (6)SHIMP ENGINEERING, P.C. Design Focused Engineering Glenmore K20I — Phase 3 Road & Utility As -Built Documentation Submission Packet July 18", 2022 912 E. High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com SHIMP ENGINEERING, P.C. Design Focused Engineering February 21, 2023 Mr. Frank Pohl, P.E. County Engineer Albemarle County Department of Community Development RE: Glenmore K2C-II Phase 3 —Road and Utility As -Built Submittal Packet Dear Mr. Pohl, Attached you will find the As -Built Submittal Packet for the completion of the Glenmore K2C-II Phase 3 subdivision and VSMP. Contents: o As -Built Certification Letter from Professional Engineer o Certification of Completion Form by Owner o CBR Test Reports o Compaction Test Reports o Stone Inspection Reports o Pavement Inspection Reports o Pond Embankment Compaction Report o Pipe Trench Certification Letter o Pipe Interior Video Report o Recorded Plats If you have any questions, please contact us by phone at 434-227-5140 ext 3 or via email at iustin(cilshimp- engineerino.com. Best Regards, Michael Chandler Shimp Engineering, P.C. As -Built Certification Letter from Professional Engineer Letter provided by Shimp Engineering, P.C. SHIMP ENGINEERING, P.C. Design focused Engineering February 24, 2023 David James Albemarle County Dept. of Community Development 401 McIntire Rd Charlottesville, VA 22902 Re: Engineer's Certification of Improvements Letter — Glenmore K2CII — Phase 3 SUB201600061 Dear Mr. James, I have reviewed the as -built surveys, inspections and conditions of the Glenmore K2CII Subdivision Phase 3 improvements. Based on these, I can confirm that the roadways were installed in accordance with the approved plans for the project, except as noted. Specifically, we have surveyed the following. Road A (Drumin Road): • The roadway horizontal and vertical geometry is per the plans. • The roadway base aggregate was installed per the plan. • The base coat of asphalt was installed per the plan. • The top coat of asphalt was installed per the plan. • The traffic and road signs were installed per the plan. • All stormwater conveyance channels are installed per the plan. • All stormwater grated inlets were installed per the plan. Road D (Burleigh Ct.): • The roadway horizontal and vertical geometry is per the plans. • The roadway base aggregate was installed per the plan. • The base coat of asphalt was installed per the plan. • The top coat of asphalt was installed per the plan. • The traffic and road signs were installed per the plan. • All stormwater conveyance channels are installed per the plan. • All stormwater grated inlets were installed per the plan. Best Regards, Justin Shimp, P.E. Shimp Engineering, P.C. ).45183 ITS SHIMP ENGINEERING, P.C. Design Focused Engineering February 21, 2023 Dan Ratzlaff Manager of Engineering Compliance Albemarle County Dept. of Community Development 401 McIntire Rd Charlottesville, VA 22902 Re: Engineer's Certification Letter — Glenmore K2CI1— Phase 3 — Pond C WP0201600059/W PO201600008 Dear Mr. Ratzlaff, I have reviewed the as -built surveys and conditions of the SWM Facilities (Pond C) at Glenmore K2CII Subdivision Phase 2, WP0201600059[WPO201600008. e 1 hereby certify that the SWM Facility Pond C is constructed in an acceptable manner that meets the intent of the approved plans dated 04-15-2016 with approval date 07-25-2016. While it is not constructed exactly as proposed in the approved plans, the SWM Facility appears to be functioning as designed. We report the following specifically. o The pond size and shape are not constructed exactly per the approved plan; however, they are constructed in a manner that meets the intent of the SWM Plan. This has been verified with routing calculations. o The pond side slopes are constructed per the approved plans. o The top of the dam is constructed 0.1-ft lower than the approved plan, while the bottom of the pond is constructed 0.22-ft higher at the lowest point. Theses elevations and areas have been verified to be adequate based on the routing calculations. o The emergency spillway is constructed 0.93-ft higher than the approved plan, however the elevations meet the intent of the SWM Plan. This has been verified with routing calculations. o The primary spillway location material & dimensions are per the approved plan. o The primary spillway rim was constructed 0.02-ft higher than the approved plans. The primary spillway invert was constructed 5.18-ft higher than the approved plans. The orifice was constructed at 6"x6" rather than the approved 5"x6" and the orifice invert is constructed 0.22-ft higher. However, the pond is constructed in a manner that meets the intent of the SWM Plan. The runoff is still released at rates compliant with the stormwater regulations. This has been verified with routing calculations. Appropriate trashracks have also been installed over each of the orifices. o The primary spillway culvert is installed with a slope of 13.48% rather than the approved 1.09%. However, the slope does not cause any adverse effects. The size and material used are per the approved plan and all discrepancies have been shown to be adequat ©p the intent of the SWM Plan per the as -built routing calculations. o There is adequate outlet protection at the culvert outfall.� Sincerely, SHIMP No. 45183 Justin Shimp, P.E. A Zi 14 wr, Shimp Engineering, P.C. �'p 2� 104V SHIMP ENGINEERING, P.C. Design Focused Engineering February 21, 2023 Dan Ratzlaff Manager of Engineering Compliance Albemarle County Dept. of Community Development 401 McIntire Rd Charlottesville, VA 22902 Re: Engineer's Certification Letter- Glenmore K2CII -Phase 3 -Pond D W PO201600059fW PO201600008 Dear Mr. Ratzlaff, I have reviewed the as -built surveys and conditions of the SWM Facilities (Pond D) at Glenmore K2CII Subdivision Phase 2, WPO201600059MPO201600008. I hereby certify that the SWM Facility Pond D is constructed in an acceptable manner that meets the intent of the approved plans dated 04-15-2016 with approval date 07-25-2016. While it is not constructed exactly as proposed in the approved plans, the SWM Facility appears to be functioning as designed. We report the following specifically. o The pond size and shape are not constructed exactly per the approved plan; however, they are constructed in a manner that meets the intent of the SWM Plan. This has been verified with routing calculations. o The pond side slopes are constructed per the approved plans. o The top of the dam is constructed 0.30-ft lower than the approved plan, while the bottom of the pond is constructed 0.03-ft higher than proposed. Theses elevations and areas have been verified to be adequate based on the routing calculations. o The emergency spillway is constructed 0.70-ft higher than the approved plan, however the elevations meet the intent of the SWM Plan. This has been verified with routing calculations. o The primary spillway location material & dimensions are per the approved plan. o The primary spillway rim was constructed per the approved plan, while the invert was constructed 0.04-ft higher than the approved plan. The orifice was constructed to be two TV" rather than the approved two 9" round orifices. The invert 0.03-ft higher than the approved plan, however they are constructed in a manner that meets the intent of the SWM Plan. The runoff is still released at rates compliant with the stormwater regulations. This has been verified with routing calculations. Appropriate trashracks have also been installed over each. o The primary spillway culvert is installed with a slope of 2.25% rather than the approved 1.48%. However, the slope does not cause any adverse effects. The material and size are per the approved plan and all discrepancies have been shown to be adequate and meet the intent of the SWM Plan per the as -built routing calculations. o There is adequate outlet protection at the culvert outfall. Sincerely, Justin Shimp, P.E. Shimp Engineering, P.C. Certification Form Completed by Owner To Be Provided Upon Completion by: Glenmore Partners Certificate of Completion This certifies that I/We, Glenmore Partners, LLC , developer(s) of Glenmore Highlands K2CII - Phase 3 Subdivision, have completed installation of all subdivision improvements and all construction conforms to the requirements of the Albemarle County Code and to plans as approved by the County of Albemarle, and any discrepancies have been documented and approved by the County. I/We also certify that that all of the construction costs for the improvements, including those for materials and labor, have been paid to the person constructing the improvements. By: ?2 16 %� (Signature) (bate) (Print Name) MAv,an..� (Print Title) State of ✓-r, " j "^ City/Countyof Se'�✓�Z Iq The foregoing instrument was subscribed and sworn before me this day of 202-) by Notary Public My Commission Expires: T �3� 12— 3 Registration #: 793 S6 7 fz V6=. �' 311WO9 SZEPHEN v CBR Test Reports Testing provided by Zannino Engineering, Inc. Page 2 of 2 ZANNINO ENGINEERING, INC. 9915 GREENWOOD ROAD GLEN ALLEN, VA 23060 P 804-262-0299 F 804-262-8479 DAILY FIELD REPORT WECT NAME: Glenmore K2C Phase III DATE OF WORK: Thursday, February 20, 2020 ENT NAME: Goodman Excavating, LLC ZEI REPRESENTATIVE: Clarke, Michael NTRACTOR: Goodman Excavating, LLC ZEI JOB NO.: 20-0037 ATHER: Sunny TEMPERATURE: 40 RIVAL TIME: 12:30 PM BUILDING PERMIT NO.: UNTY/CITY: Albemarle County, Virginia WORK PERFORMED: SAMPLE PICKUP NOTES ZEI arrived on site, as requested, to obtain CBR soil samples. ZEI obtained four CBR soil samples for laboratory testing at ZEI laboratory. Im ppplopppd-o Goodman Excavating, LLC 2978 Diggstown Rd Bumpass, Virginia 23024 O 540-894-3342 E goodmanexcavatingllc@gmail.com Attn. Mr. William Goodman RE: CBR Testing Roadway — ZEI Job # 20-0037 Glenmore K2C — Phase 3 Dear Mr. Goodman: Zannino Engineering, Inc. 9915 Greenwood Road Glen Allen, Virginia 23060 (804) 262-0299 Fax (804) 262-8479 www.ZanninoEngineering.com April 28, 2020 Per your request, Zannino Engineering, Inc. (ZEI) has completed CBR testing for four samples retrieved from the above reference project. A summary of our test results is tabulated below: Sample Station Classification Minus LL PI Maximum Optimum Soaked #200 Density Moisture CBR 20-049 Road "A" A-2-4 26.4 NV NP 120.4 14.7 6.7 Station 25+96 20-048 Road "D" A-1 22.2 NV NP 113.2 17.3 7.8 Station 10+00 20-047 Road "D" A-1 24.2 NV NP 114.8 17.0 12.5 Station 13+12 20-046 Road "A" A-4 36.6 NV NP 114.9 16.2 9.8 Station 23+25 Copies of the Grain Sieve Curve, Moisture Density (Proctor) Curves and CBR Penetration Curves for each soil sample are attached. We hope the enclosed information meets your needs. If we can be of any further assistance or if you have any questions, please do not hesitate to contact our office. Sincerely, ZANNINO ENGINEERING, Mark E. McLain, P.E. Senior Engineer INC. T1ti�n TH op, ARK EDWARD McLAIN v Lic. No. 032067 �SIONAL Et` David B. Sanders Construction Services Supervisor BEARING RATIO TEST REPORT VTM-8 (2013) 350 0.5 280 0.4 0 n u 21p 0.3 N N e � 3 O N 140 0.2 N N a 70 0.1 0 0 0 0.1 0.2 0.3 0.4 0.5 0 24 48 72 9 Penetration Depth (in.) Elapsed Time (hrs) Molded Soaked Linearit Surcharge Swell Density Percntof Moisture Density percent of Moisture 0.101n. . 0.20 in. correction (ibs.) (%) (pcQ Max. Dens. (%) (pcQ Max. Dens. 06) (In) 1 O 112.5 93.4 15.4 112.5 93.4 22.8 6.7 9.6 0.000 10 0 2 A 3❑ Material Description USCS Max. Dens. c Optimum Moisture LL PI SM 120.4 14.7 NV NP Red, silty, fine to coarse grained SAND with gravel Test Description/Remarks: Project No: 20-0037 Project: Glenmore K2C - Phase 3 Location: Road "A" station 25+96 Report Date 2128/20 Sample Number: 20-049 Depth: Subgrade Date Sampled: 2/21/20 Date Received: 2/21/20 Z Figure Tested By: Greg Cox Checked By: David B. Sanders 411 -1 LGIM-•- ■�■■�■ram._►. ■■■■■■■■■■ ■Ia■■■ram■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■\■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■\■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■\\■■■■■■■■■■■ = ■■NEE ■■■■■VEMMNIN■OEM, NOM■■■■■■ - ■■■■■■■■■■■■r.���w■\\■■■■■■■■■ '■■mom ■■■■■■1001a■M■■■MME► NONE Emom ■■■■■■■■■EM■■■■■■■■■E■ME■■■■■■ ■mom ■■■■�■■■■■■■■■■■■►■■�■■■■■ ■mom ■■■■■ OMEN ■■■■■■MEEK -■■►■ONE ■M■■■■■EEM■■■E■E■■■■N■■■■■��■■ '■■■N■■M ■ ■■ENEE■N■ME■EN■■■M■■M■■■■■■E■c.. ■■E■■N■■■■■■E■■■EM■ME■■■■■■EN■. NEON ■mom N■■■■■■E■ME■MEM■■ME■■■ r,ME■■■■■■■■■■■■■■M■EM■■M■M■■■■■ ���� WIT : O • .. r. .. . ,. gravel „ ... Remarks: :., Figure Tested By: Greg Cox Checked By: David B. Sanders IN 9( a( 7( e( 5C 4C 3( 2C 1( C Particle Size Distribution Report 111�1111111N■NIIII111■INIIIIIN■IIIIIIII■IIIIIIII■ I11■11111111■�I111111■I1111111■IIIIIIII■IIIIIIII■ III■111111II■ 1111111■11111IIN■11111111■IIIIIIII■ I11■1111111N■NIII��11■IN111111■IIIIIIII■IIIIIIII■ III■IINIIIIN■NIIII111-(IIIIIIII■IIIIIIII■IIIIIIII■ III■IINIf11N■NIIIIIIIi��alll�11■IINIIIII■IIIIIIII■ I11■11111111■N1111111■IIIII��N.N1111f111■111NINE 111■1111111N■NIIIIIII■11111111■�i�lllll■IIIIIIII■ I11■1111111N■N1111111■11111111■IIIIIIII■IIIIIIII■ III■IIIIf11N■NIIIIIII■11111111�11111111■IIIIIIII■ lUV iu i � GRAIN SIZE - mm. % Gravel % Sand Coarse Fine Coarse Medium Fine 11.5 15.6 ( 11.7 % Fines Material Description USCS AASHTO O Red, silty, fine to coarse grained SAND with gravel SM A- 2-4(0) Project No. 20-0037 Client: Goodman Excavating, LLC. Remarks: Project: Glenmore K2C - Phase 3 OReport Date 2/28/20 O Location: Road "A" station 25+96 Depth: Subgmde Sample Number: 20-049 Tested By: Greg Cox Checked By: David B. Sanders SEARING RATIO TEST REPORT VTM-8 (2013) 350 0.5 2so 0.4 N !1 u 210 0.3 c � ve N_ ar � o 3 N 140 0.2 N N a 70 0.1 0 0 0 0.1 0.2 0.3 0.4 0.5 0 24 48 72 9 Penetration Depth (in.) Elapsed Time (hrs) Molded Soaked CB R o Linearity Surcharge Max. Density Percent of Moisture Density Percent of Moisture 0.10In. 0.20 in. Correction (Ibs.) Swell (pen Max. Dens. (%) (Pen Max. Dens. (0/6)(In.) M) 1 0 109.4 96.6 18.7 109.4 96.6 22.3 6.1 7.8 0.000 10 0 2 A 3 D Material Description uscs Max. Dens. cf Optimum Moisture % LL PI SM 113.2 17.3 NV NP Red silty, fine to coarse grained SAND with gravel Project No: 20-0037 Test Description/Remarks: Project: Glenmore K2C - Phase 3 Location: Road "D" station 10+00 Sample Number: 20-048 Depth: Subgrade Report Date 2/28/20 Date Sampled: 2121/20 Date Received: 2/21/20 06 ZFigure Tested By: Greg Cox Checked By: David B. Sanders ■■■■■■�■■■■■■■■■■■■■■■■■■■■■■■ ■■■`�i��r��■�■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■tom\■■■■■■■■■■■ MMwnMMMMMM ME MENEM ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■;. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ MEN ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum... ::: Report Date 2127/20 Figure Tested By: Greg Cox Checked By: David B. Sanders DescriptionMaterial 0 Red silty, fme to coarse grained SAND with gravel P—roject No. tlGoodman . - ••-p. t III■IINIIIII■NIIIIIII■INIIIIII■IINIIIII■IIIIIIII■ III■IIIIIIII■IIIIIIII■INIIIIII®IIIIIIII■IIIIIIII■ III■IINIIIII■NIIIIIII■INIIIIII■IINIIIII■IIIIIIII■ III■IINIIIII■NIIIl�11■INIIIIII■IINIIIII■IIIIIIII■ III■IINIIIII■NI1111►1■INIIIIII■IINIIIII■IIIIIIII■ Tested By: Grea Cox Checked By: David B. Sanders BEARING RATIO TEST REPORT VTM-8 (2013) 350 280 m 6 u 210 C �l .y N C O 140 m a Q. 70 0 0 0.1 0.2 0.3 0.4 0.5 Penetration Depth (in.) Molded Soaked CB R % Linearity Surcharge Max. Density Percento( Moisture Density Percent of Moisture 0.10 In. 0.20 In . Correction (Ibs.) Swell (pef) Max. Dens. (OW(pcf) Max. Dens. �/,) (in.) M 1 0 106.0 92.3 20.9 106.0 92.4 23.6 10.1 12.5 0.000 10 0 2 A 3❑ Material Description uscs Max. Dens. c Optimum Moisture % LL PI GM 114.8 17.0 NV NP Red, silty GRAVEL with sand Project No: 20-0037 Test Description/Remarks: Project: Glenmore K2C - Phase 3 Location: Road "D" station 13+12 Report Date 2/28/20 Sample Number: 20-047 Depth: Subgrade Date Sampled: 2/21/20 Date Received: 2/21/20 16 Z Figure Tested By: Greg Cox Checked By: David B. Sanders •■■\■■■■■■■■■■■■■■■■ NEON ■■■■■■■ ■■\\E■■■■■■E■■■■NEE■■■■■■■■■■■ ■E■■\■■■■ENEE■■■■■■■■■■■NEE■■■ ■■■■E■■NEE■■\■■■■■E■■■■■E■■■■■ ■■■N■■■■■■■■■i■�E■■■■■■NEE■N■■ ■EEE■■■ENEE■NEE■■■■i'r\\■E■■■■■E ■■E■E■■E■■■■■N■E■■■EEE■■■■NEE\`• OMEN '• •'- / •" MATERIAL DESCRIPTION • •- : �� of ' Red, silty G&AVEL with sand 1 11 Report Date 2/27120 Figure Tested By: Greg Cox Checked By: David B. Sanders 100 90 80 70 W 60 Z LL Z 50 W K W 40 a 30 20 10 0 Particle Size Distribution Report III■IINII111■IIIIIIII■IIIIIIIN■IIIIIIII■IIIIIIII■ 111■11111111■111111■IIIIIIII■IIIIIIII■IIIIIIII■ 111■IIIIIIIN■11111111■IIIIIIII■III11111■11111111■ 111■IIIIIIIN■III�1�11■INIII111■IIIIIIII■IIIIIIII■ '111■IIIIIIIN■IIIIf�1.1■IIIIIIII■IIIIIIII■IIIIIIII■ I11■IIIII111■IIIIIII`■INIII111■IIIIIIII■IIII1111■ I11■IIIIIIIN■IIIIIIII■hu�111■IIIIIIII■IIIIIIII■ I11■IINII111■IIIIIIII■IIIIIIIN■Ilglllll■IIIIIIII■ III■IIIIIIII■IIIIIIII■IIIIIIII■IIIIIIII■IIIIIIII■ III■IIIIIIII■NIIII111■IIIIIIIN■IINIIIII■IIIIIIII■ lea lU 1 U.I V.V V.uV GRAIN SIZE - mm. +3„ %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay 11.9 13.1 9.1 24.2 101 NV I NP 1 1 5.0983 1 2.8464 1 0.2510 1 1 1 1_ Material Description USCS AASHTO O Red, silty GRAVEL with sand GM A-I-b Project No. 20-0037 Client: Goodman Excavating, LLC. Remarks: Project: Glenmom K2C - Phase 3 OReport Date 2/27120 O Location: Road "D" station 13+12 Depth: Subgrade Sample Number: 20-047 Figure Tested By: Greg Cox Checked By: David B. Sanders BEARING RATIO TEST REPORT VTM-8 (2013) 350 os 280 0.4 :y 2 U 210 0.3 N in o_ N D! 41 C O 00 140 0.2 - w v a 70 0.1 0 0 0 0.1 0.2 0.3 0.4 0.5 0 24 40 72 9 Penetration Depth (in.) Elapsed Time (hrs) Molded Soaked CBR % Linearity Surcharge Max. Density Percent of Moisture Density Percent of Moisture O.RO In. Correction Ilbs.) Swell (pcf) Max. Dens. M (pcf) Max. Dens. Ill.)O.t01n. (In.) M 1 O 110.8 96.4 15.7 110.8 96.5 20.2 8.7 9.8 0.000 10 0 2 A 3 ❑ Material Description IISCS Max. Dens. c Optimum Moisture h LL PI SM 114.9 16.2 NV NP Red, silty, fine to coarse grained SAND with gravel Project No: 20-0037 Test Description/Remarks: Project: Glenmore K2C - Phase 3 Location: Road "A" station 23+25 Report Date02/27/20 Sample Number:20-046 Depth: Subgrade Date Sampled: 2/27/20 Date Received: 2/21/20 Z Figure Tested By: Greg Cox Checked By: David B. Sanders ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■M■■■■■■■■■■■\■■■■■■■■■■■■■■No ■■ ■■■■■Cps« 1S■■\\■■■■■■■■■■■■■■■ ■■■■■■MMEMOR!■■■■■■■■■■■■■■■■■ ■■■■■■M►EMER MMME EM■■■E■■E■■■■ ■■ErWR000r.N.M■■M■OEM► MME■■■■M■■■■ mom ■■■■■■■■■■■■��■■■■■■■■■■■■■ mom ■■■■■■■■■■■■■��■■■■■■■■■■■■■ mom ■■■■■■■■■■■■■■�■■■■■■■■■■■■ '■■M■■■E■■M■■E■ 1111■■■■■■■■ „ '■OMEN ■■■■■M■■M■■■■■■■■■■■■■M■7■■■■E ■■E■■■■M■■■■■E■■M■OEM■■■■ME■E■ . MEMEME : ENE MOMMEMEMMEMEMEMEMEM ����ETIFW „ • Tested By: Greg Cox Checked By: David B. Sanders . - . . „ 0 037 Client: Goodman Excavating, LLC. .. ortD 0 Location: Road W' station 23+25 Depth: ,SampleNumber: III■IINIIIII■��il llll■INIIIIII■IINIIIII■IIIIIIII■ III®IINIIIII■NIII►111■INIIIIII®IINIIIII■IIIIIIII■ III■IINIIIII■NIIIIIII■INIIIIII■IINIIIII■IIIIIIII■ III■IINIIIII■Nlllllli�lINIIIIII■IINIIIII■IIIIIIII■ III■IINIIIII■NIIIIIII■I��IIIII■IINIIIII■IIIIIIII■ III■IINIIIII■NIIIIIII■INIIIIIu��Il� Nlllll■IIIIIIII■ III■IINIIIII■NIIIIIII■INIIIIII■ Tested By: Greg Cox Checked By: David B. Sanders Compaction Test Reports Testing provided by Zannino Engineering, Inc. ZANNINO ENGINEERING, INC. 9915 Greenwood Road Glen Allen, Virginia 23060 P - 804-262-0299 F - 804-262-8479 "Zannino, a name you can build on!" Project Name: Glenmore K2C Phase III Permit Number: Project Number: 20-0037 Client: Goodman Excavating, LLC Distribution: Field Reports (By Date): 02/20/20 Date: Pages 1 of 2 03/03/20 William Goodman Compressive Strength Reports (By Date Cast): 'The results relate only to the item inspected and/or test. The report should not be reproduced in full without the authorzation of Zannino Engineering, Inc. Notes / Deficiencies: tipLTEi OF UTHVM ,z Lic. No. 0 521 Reviewed By: David B. Sanders 4% 3-`y zL Construction Services Manager ��sc,�,... 4 c ZANNINO ENGINEERING, INC. 9915 Greenwood Road Glen Allen, Virginia 23060 P - 804-262-0299 F - 804-262-8479 Project Name: Permit Number: Project Number: Client: Distribution: "Zannino, a name you can build on!" Glenmore K2C Phase III 20-0037 Goodman Excavating, LLC Field Reports (By Date): 04/06/20 Date: Pages 1 of 4 04/24/20 William Goodman Compressive Strength Reports (By Date Cast): -The results relate only to the item inspected and / or lest. The report should not he reproduced in full without the authorzation of Zannino Engineering, Inc. Notes / Deficiencies: Reviewed By: David B. Sanders Construction Services Manager ��NLTH pF �e G OCC,/�/� (2�i v MARK EDWARD McLAIN 5 i 2067 Ao Z_ L��ZlI��47 S1ONAL ENG ZANNINO ENGINEERING, INC. 9915 GREENWOOD ROAD GLEN ALLEN, VA 23060 P 804-262-0299 F 804-262-8479 DAILY FIELD REPORT JECT NAME: Glenmore K2C Phase III DATE OF WORK: NT NAME: Goodman Excavating, LLC ZEI REPRESENTATIVE: TRACTOR: Goodman Excavating LLC ZEI JOB NO.: THEIR: Sunny TEMPERATURE: VAL TIME: 7:45 AM BUILDING PERMIT NO.: NTY/CITY: Albemarle County, Virginia PROOFROLL LOCATION: F SOIL AND ASPHALT TESTING Road A and Road D of Phase III EQUIPMENT: I LOADED OFF ROAD DUMP TRUCK WAS PUMPING AND RUTTING NOTED: NO, AREA IS FIRM AND STABLE REMEDIAL ACTION? I NONE REQUIRED COMPACTION TESTING LOCATION: Waterline along Road A and Road D of Phase III MATERIAL: COMP. STANDARD: REQUIRED COMPACTION: REQUIRED MOISTURE: MATERIAL PLACED WAS IN ACCORDANCE WITH (I.A.W.) PROJECT PLANS AND SPECS? YES NOTES 2020 ZEI arrived on site, as requested, to monitor backfill placement for the waterline along Roads A and D. ZEI performed field density testing by nuclear gauge method (ASTM D 2922) every 300' of pipe backfill and for every 500' of VDOT Roadway for the subgrade of Roads A and D. All tests on the pipe today met or exceeded the required 95% of the standard laboratory proctor (ASTM D 698). All tests on the subgrade today met the required 100% of the standard laboratory proctor (ASTM D 698). ZEI also monitored a proofroll with a loaded off road dump truck for the Roads A and D. This area observed to be firm and stable with soils yielding minor to none movement. ZEI found the area to be stable and ready for stone placement. Project Name: Glenmore K2C Phase III Project No.: 20-0037 Clients Name: Goodman Excavating, LLC Contractor Goodman Excavating, LLC GradinglUtility Contr. Goodman Excavating,>LLC Date: Monday, April 6, 2020 Technician/Insp.: Bailey, Mandy Time on Site: 7,45 AM Weather: 50's Material Placed SOIL Test No. Moisture (%) Dry Density (pcf) Proctor No. of Proctor Pass Fail * Test Depth [Depth Below Grade (ft.)] Location (Grid Coordinates, Roadway Station, Reference Plan, etc.) Spec. Actual 1 15.0 112.3 20-047 95.00 97.74 PASS -2.5 Road D Water Line Sta # 11+00 2 15.5 112.9 20-047 95.00 98.26 PASS -1.5 Road D Water Line Sta # 11+00 3 15.9 112.8 20-047 95.00 98.17 PASS -0.5 Road D Water Line Sts # 11+00 4 14.6 114.9 20-047 100.00 100.00 PASS Subgrade Road D Sta # 11+00 5 14.7 111.3 20-047 95.00 96.87 PASS -2.5 Road D Water Line Sta # 12+50 6 13.9 112.8 20-047 95.00 98.17 PASS -1.5 Road D Water Line Sta # 12+50 7 14.8 113.9 20-047 95.00 99.13 PASS -0.5 Road D Water Line Sta # 12+50 8 15.1 115.2 20-047 100.00 100.26 PASS Subgrade Road D Sta # 12+50 9 15.8 112.3 20-046 95.00 97.82 PASS -2.5 Road A Water Line Sta # 25+50 10 17.3 111.7 20-046 1 95.00 97.30 PASS -1.5 Road A Water Line Sta # 25+50 11 15.7 112.3 20-046 95.00 1 97.82 PASS -0.5 Road A Water Line Sta # 25+50 12 17.2 115.5 20-046 100.00 100.61 PASS Subgrade Road A Sta # 25+50 13 14.2 112.1 20-046 95.00 97.65 PASS -2.5 Road A Water Line Sta # 25+25 14 15.8 113.2 20-046 95.00 98.61 PASS -1.5 Road A Water Line Sta # 25+25 15 15.6 113.9 20-046 95.00 99.22 PASS -0.5 Road A Water Line Sta # 25+25 Compaction Equipment Used: Smooth Steel Drum x Sheepsfoot Brickfoot Rubber T¢rA ti Vibratory Plate _. Jumping Jack Walk Behind Steel Other (See Redr*k = 4 Proctor No. Max. Dry Density (pcf) Opt. Moisture (%) Std. Proctor Mod. Proctor * Codes: 20-048 113.2 17.3 x (AR) - Area Re -Rolled 20-047 114.9 17 x (ART) - Area Re -Rolled & Re -Tested 20-046 114.8 16.2 x (R-X) - Retested of Test No. X REMARKS: Project Name: Glenmore K2C Phase III Project No.: 20-0037 Clients Name: Goodman Excavating, LLC Contractor Goodman Excavating, LLC Grading/Utility Contr. Goodman Excavating, LLC Date: Monday, April 6, 2020 Technician/Insp.: Bailey, Mandy Time on Site: 7:45 AM Weather: 50's Material Placed SOIL Test No. (/°) Moisture ° Dry Density (pcf) Proctor No. of Proctor Pass Fail * Test Depth [Depth Below Grade (ft.)] Location (Grid Coordinates, Roadway Station, Reference Plan, etc.) Spec. Actual 16 15.9 115.3 20-046 100.00 100.44 PASS Subgrade Road A Sta # 25+25 Compaction Equipment Used: Smooth Steel Drum,= x Sheepsfoot Brick1'oot , Rulbber-Tined, Vibratory Plate Jumping Jack _ 'Vi AK'!3ehina,8tedl I !.Other (See Rehi'arksy * Codes: (AR) —Area Re -Rolled (ART) — Area Re -Rolled & Re -Tested (R-X) — Retested of Test No. X REMARKS: Stone Inspection Reports Testing provided by Zannino Engineering, Inc. ZANNINO ENGINEERING, INC. 9915 Greenwood Road Glen Allen, Virginia 23060 P - 804-262-0299 F - 804-262-8479 "Zannino, a name you can build on!" Project Name: Glenmore K2C Phase III Permit Number: Project Number: 20-0037 Client: Goodman Excavating, LLC Distribution: Field Reports (By Date): 04/28/20 Date: Pages 1 of 3 05/05/20 William Goodman Compressive Strength Reports (By Date Cast): 'The results relate only to the item inspected and / or test. The report should not be reproduced in full without the authorzation of Zannino Engineering, Inc. Notes / Deficiencies: s Reviewed By: David B. Sanders Construction Services Manager �vpLTFl OFF"■■ u MAF�AR� a Licc No.032067 p /�/ e5o2- � �� � �w O sS�0NAL V:'�G Page 2 of 3 ZANNINO,ENGINEERING, INC. 9915 GREENWOOD ROAD GLEN ALLEN, VA 23060 P 804-262-0299 F 804-262-8479 DAILY FIELD REPORT SOIL AND ASPHALT TESTING JECT NAME: Glenmore K2C Phase III DATE OF WORK: NT NAME: Goodman Excavating, LLC ZEI REPRESENTATIVE: TRACTOR: Goodman Excavating, LLC ZEI JOB NO.: THEIR: Sunny TEMPERATURE: VAL TIME: 1:15 PM BUILDING PERMIT NO.: NTY/CITY: Albemarle County, Virginia PROOFROLL LOCATION: EQUIPMENT: WAS PUMPING AND REMEDIAL ACTION? COMPACTION TESTING LOCATION: I Sta #2. MATERIAL: COMP. STANDARD: REQUIRED COMPACTION: REQUIRED MOISTURE: Sta #22+00 to Sta #24+00 J to Sta #26+00 on Roae STONE AND ST IZN7@I: A 28, 2020 V, and from Sta #10+00 to. Sta #13+00 on 'Road D" MATERIAL PLACED WAS IN ACCORDANCE WITH (I.A.W.) PROJECT PLANS AND SPECS? YES NOTES ZEI performed field density testing by nuclear gauge method (ASTM D 2922) every 500' of VDOT Roadway. All tests today met or exceeded the required 95% of the standard laboratory proctor (ASTM D 698). The specified moisture content of the material is +/-2% of the optimum moisture content. ZEI arrived on site, as requested, to monitor a proofroll with a partially filled water truck for the stone subgrade prior to placement of asphalt. This area observed to be firm and stable with soils yielding minor to no movement. ZEI found the area to be stable and ready for asphalt placement. ZEI also performed a stone depth check and noted that stone depth was in fact at least 6" in the following locations Sta #22+00 to Sta #26+00 on "Road A", and from Sta #10+00 to Sta #13+00 on "Road D". Project Name: Glenmore K2C Phase III Project No.: 20-0037 Clients Name: Goodman Excavating, LLC Contractor Goodman Excavating, LLC Grading/Utility Contr. Goodman Excavating; LLC Date: Tuesday, April 28, 2020 Technicianlinsp.: Samuel Cox Time on Site: 1:15 PM Weather: 70 Material Placed STONE BASE (#21-A STONE) Test No. Moisture (%) Dry Density (pcf) Proctor No. of Proctor Pass Fail Depth [Depth Below Grade (ft.)] LocationTest (Grid Coordinates, Roadway Station, Reference Plan, etc.) Spec. Actual 1 5.3 140.1 Quarry 95.00 97.43 PASS -025 Sta #22+00 2 5.6 137.4 Quarry 95.00 95.55 PASS -0.25 Sta #23+00 3 4.1 137.9 Quarry 95.00 95.90 PASS -0.25 Sta #24+50 4 5.7 136.7 Quarry 95.00 95.06 PASS -0.25 Ste #26+00 5 4.1 137.9 Quarry 95.00 95.90 PASS -0.25 Ste #10+50 6 5.9 136.9 Quarry 95.00 95.20 PASS -0.25 Sta #11+50 7 4.2 140.9 Quarry 95.00 97.98 PASS -0.25 Sta #13+00 8 3.9 138.7 Quarry 95.00 96.45 PASS -0.25 Sta #10+00 Compaction Equipment Used: Smooth Steel Drum X Sheepsfoot Brickfoot Rubber -Tired Vibratory. Plate Jumping Jack Walk Behind Steel Other (See Remarks) Test Locations Established ey: Grid Lines Control Points Estimation X Contractor Test Depth Established By: r Survey Grade Stakes Estimation X Contractor< Test Conducted On: Full Time Basis X Intermittent Basis ':. t g' Proctor No. Max. Dry Density (pcf) Opt. Moisture (%) Std. Proctor Mod. Proctor Quarry 143.8 5.5 X * Codes: (AR) - Area Re -Rolled (ART) - Area Re -Rolled & Re -Tested (R-X) - Retested of Test No. X REMARKS: N CD W O M W Pavement Inspection Reports Testing and Certification provided by S.L. Williamson Company, Inc. A" Z Goodman Excavating, LLC 2978 Diggstown Rd Bumpass, Virginia 23024 O 540-894-3342 E goodmanexcavatingllc@gmail.com Attn. Mr. William Goodman RE: Glenmore K2C — Phase 3 — ZEI Job # 20-0037 Dear Mr.Goodman: Zannino Engineering, Inc. 9915 Greenwood Road Glen Allen, Virginia 23060 (804) 262-0299 Fax (804) 262-8479 www.ZanninoEnaineering.com April 28, 2020 Per your request, Zannino Engineering, Inc. (ZEI) has completed the Pavement Design Guide for Subdivision (revised 2014) for Glenmore K2C Phase III. The subdivision has two roads: Road "A" and Road "D". The car count is estimated at 200 cars. Based on the weighted design CBR value, the design of 6" of VDOT #21A stone, 3" of BM 25.0 and 1.5" of SM 9.5A is acceptable for this subdivision. We hope the enclosed information meets your needs. If we can be of any further assistance or if you have any questions, please do not hesitate to contact our office. Sincerely, ZANNINO ENGINEERING, INC. n I I7 Mark E. McLain, P.E. Senior Engineer j u MARK EDWARD Mcl AN Lic�o. 032067 i_ r� W�G�ZO `� 11 SNNAL ViNGh �� David B. Sanders Construction Services Supervisor VDOT - Pavement Design Guide for Subdivision and Secondary Roads in Virginia (revised 2014) Appendix IV Flexible Pavement Design Worksheet for New Subdivision Streets This sheet is intended for use and submission in conjunction with VDOT-Secondary Street Acceptance Requirements County Alebemarle County Date: Aril 28 2020 Subdivision Glenmore K2C Phase III Street Name Road "A" and Road "Do Design Engineer Mark McLain Phone: 804-262-0299 AADT Projected traffic for the street segment considered, as defined in the Subdivision Street Requirements. CBR, Design CBR = Average of CBRT x 2/3 and modified only as discussed in the Pavement Design Guide. CBRT CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide DME VDOT District Materials Engineer EPT Equivalent projected traffic HCV Number of Heavy Commercial Vehicles (e.g. Rocks, buses, etc., with 2 or more axles and 6 or more tires). %HCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles. RF Resiliency Factor = Relative value of the subgrade soil's ability to withstand repeated loading. SSV Soil support value of subgrade (SSV = CBRn x RF) D, Thickness index of proposed pavement design computed by the Conventional Pavement Design Method Da Thickness index required, based on Design AADT and SSV, determined by Appendix 11. Step 1: Determine Design AADT Step 2:" Determine Design Values CBR, RF, and SSV AADT •• _ Sani )cNo. CBRT Resilient Factor (RF) %HCV = 100 (HCV / AADT) O1 EPT = 20 x HCV Note: For %HCV <_ 5%, use AADT 1 20-046 9.8 Source Value 2 20-047 12.5 Table 1 Note: For %HCV>5%, EPT>AADT 3 20-048 7.8 Appendix I 1.0 20-049 9.6 DME approved RF For preliminary designs, use the lowest RF value in the equation CBR, x RF SSV ( 6.6) x ( 1.0 ) 6.6 Design AADT Use greater of AADT or EPT 200 Step 3: Pavement Design (Check appropriate hox and show proposed pavement design below.) ❑ (A) Limited to Design AADT 400 - Show pavement material notations and thickness from Appendix rV Tables A and B. ---- __________________________________________________________________________________________ ___._____ ❑ (B) Show pavement section as developed in the Pavement Design Guide. Da = 9.0 (See Appendix In for material notations mid thickness equivalency values (a)). from Appendix H Description of Proposed Pavement Section Material Notation Thickness, h I a (a x h) Surface Surface Mix Asphalt 9.5A 1.5 2,25 3.38 Base Base Mix Asphalt BM25.0 3.0 2.25 6.75 Subbase VDOT #21 A Stone 6.0 0.6 3.60 Dp must equal or exceed the value of Da. 0 TL-39C (0417) Asphalt Concrete Density Quality Control (QC) Test Report - Plugs/Cores Project/Schedule Number: Glenmore Item Number: Route Number: County: From (Station, MP, hu., etc.): To (Station, MP. Int., etc.): Direction (e.g. NB, SB, etc.) Lane onside, Cenrer. Right, ek): QC Lot N: Application Rate (lbs/sy): Asphalt Min Type: BM-25AA Asphalt Job Min Number: Minimum Density (Table III-3): 92.2% 7017-2020-52 Control Strip Information: I. Control Strip Number and Date 2. Target Density from Control Strip 152.3 IWO 3. Target Bulk Specific Gravity from Control Strip (G mb) 4. Gmtp (Rice Value per VTM 22) 2.648 5. Minimum Density(98% Of Control Strip Target Density) 149.3 Iba/03(kg/m3) 6. Maximum Density (102% OfControl Strip Target Density) 155.3 Ibsla3 (kg/.3) QC Testing Results By Cores/Plugs: Location Density Bulk Specific Gravity Lot No. Distance Offset Ibs/fl'(kg/m') 1 1 154.9 2 2 1532 3 3 153.7 4 5 6 7 Average: 153.9 Does the QC Test Section: (circle one) Pass Fail Comments: Minimum density greater than 92.21/6ofGmm QC Technician: Brio Nancy Date: 4/2920 Observed By: S,L WILLIAMSON ,VDOT COMPANY, INC. CUSTOMER NAME: PROJECT NUMBER: 42920 Date: 4/29/20 Serial # 1065 ******************************** Station # 1 4/29/20 11:53 AM Standard cnts: 4004 1257 Count Time: 1 minute 0.Oft LEFT of center —line Thickness: 3.00 in. Marshall: 0.0 PCF Voidless Density: 0.0 PCF Density: 154.9 PCF VA: 0.00% 100-9d4A: 100. 00% %Voids: —0.01% Counts: 7110 1149 Notes: Station # 2 4/29/20 3:07 PM Standard cnts: 4004 1257 Count Time: 1 minute 0.Oft LEFT of center —line Thickness: 3.00 in. Marshall: 0.0 PCF Voidless Density: 0.0 PCF Density: 153.2 PCF %MA: 0.00% 100—%MA:100.0096 %Voids: —0.01% Counts: 7237 1205 Notes: Station # 3 4/29/20 3:17 PM Standard cnts: 4004 1257 Count Time: 1 minute 4.Oft LEFT of center —line Thickness: 3.00 in. Marshall: 0.0 PCF Voidless Density: 0.0 PCF Density: 153.7 PCF %MA: 0.00% 100—%MA:100.00% %Voids: —0.01% Counts: 7203 1199 Notes: S.L.WILLIAMSON COMPANY, INC. ASPHALT PAVING AND ROAD CONSTRUCTION leg Surface Weight Weight Weight Date Phase House # Dry Under SSD Volume Gmb Gmm % Gmm Oct-22 1 1 413 1 955 1 559.6 1 958.6 1 399 1 2.39 1 2.592 92.3 Oct-22 1 1 518 1 864.2 1 508 1 866.2 1 358.2 1 2.41 1 2.592 93.1 Oct-22 2 560 766.4 456.9 775.1 318.2 2.41 2.592 92.9 Oct-22 2 720 858.1 510.1 866.5 356.4 2.41 2.592 92.9 Oct-22 2 745 1187.1 698.4 1192.9 494.5 2.40 2.592 92.6 Oct-22 3 818 839.9 503.3 854.2 350.9 2.39 2.592 92.3 Base Weight Date Phase House # Dry Weight Weight Under SSD Volume w17, Z Average; 92.7 Gmm % Gmm Jun-17 1 1 1 413 1 1907.4 1 1150 1 1913.5 1 763.5 1 2.50 1 2.633 1 94.9 Jun-17 1 1 1 518 1 1829 1 1106.3 1 1832.1 1 725.8 1 2.52 1 2.633 1 95.7 May-19 2 560 2137.6 1301.4 2140.8 839.4 2.55 2.650 96.1 May-19 2 720 1565.3 938.9 1568.3 629.4 2.49 2.650 93.8 May-19 1 2 1 745 1 1757.8 1 1053.6 1 1765.3 1 711.7 1 2.47 1 2.650 93.2 Apr-22 1 3 1 818 1 1487.9 1 885.6 1 1498.2 1 612.6 1 2.43 1 2.648 91.7 Average! 94.2 TEL 434-295-6137 • 800-868-6137 • FAX 434-977-7852 I 1230 RIVER ROAD • CI-IARLOTTESVILLE, VIRGINIA 22901 www.slwilliamson.com i ``: UNIO ONVONrasla 3nHISNOD z 3sy HIM AD sumn--Z � rill I � ® ), L_ � __ / • \/`1 /,. �n d rM3 do SIM 'XI 31v \1 it 0 j 3)WOHMSM Jo SlImll WKOnsmw z 3SVHd K Z MyHd 'NM 01 SY 3Nn Awim i'm W W iV d333P9 N3jrll1 3HI 'INNIVINIVO 311M TV Z 53SVIld 810J 91146A4 IIV e ? IIJY iY 'I JSYHd Wd OWHVP) ONY 9111CV89 IIY jMIONJ N�IIIG I 3SVHd Pond Embankment Compaction Report Provided by: Stevenson Consulting Field Density Inspection Time of Arrival:11:00 AM Trip Charge*: *will be billed in accordance with contract Time of Departure: 3:00 PM Mileage*: 24 Total Time On Site: 4.00 Other: Travel Time*: 1 Total Time: 5.00 Prepared by Stevenson Consulting, Inc. • 2116 Berkmar Dr., Suite B, Charlottesville, VA 22901 • 540.552.1575 W WW.STEVENSONCONSULTING.NET This report constitutes a summary of observations and tests performed by our field representative and is subject to review and revision by our managers and engineers. The statements made herein do not constitute a certification. Approval of work for final acceptance can only be made by our managers and engineers. Interpretations based on this data are the responsibility of others. STEVENSON CONSULTING, INC. Project: Glenmore K2C11 Detention Ponds Permit #: Location: Albemarle County, VA Client Name:Red Dirt Developments Contractor: DAILY FIELD REPORT Day & Date:Wednesday,12/28/2022 Project #:7-1981 Representative:John Kessler Temp Range:34 Weather: Clear Description of Work: Location: Field Density Inspection Glenmore, K2C II A, B, C, D, & E POND EMBANKMENTS Tests Performed: 15 Problems/Non-Compliances/Failing Tests: No INSPECTION FINDINGS: A Stevenson Consulting, Inc. representative was requested to perform field density tests on compacted structural fill that had been previously placed.15 field density tests were performed today utilizing the nuclear test method ASTM D6938. The field density tests indicate relative compaction to at least 95 percent of the maximum dry density in accordance with Stanadard Proctor at the locations and elevations tested. The specification requirement for this project is 95 percent compaction according to the same standard. The field density test locations and elevations are based on data supplied by others; Stevenson Consulting cannot be responsible for structures located off of the observed engineered pad, misaligned utilities, stakeout errors causing uncontrolled fill to be placed within structural areas, or other concerns due to incorrect locations and elevations. Field density tests were referenced to test results performed in .our lab Field density test results were reported to the contractor. Please see the attached sketch for the approximate limits of fill placement and field density test locations. This testing was conducted on a spot-check basis since we were not present on site while filing and compaction was in progress. Thus, field density test results indicate relative compaction only at the location and grade tested. Spot density test results included in this report are intended to assist in evaluating whether the work is in general compliance. Spot testing on a periodic basis is not intended to provide adequate data to evaluate full compliance with earthwork compaction requirements The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions and report those opinions to the client. The presence and activities of the engineer's representative do not relieve the contractor's obligation to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequence of construction. We have performed our services in accordance with generally accepted geotechnical engineering practices. We make no warranty; either expressed or implied, as to the professional services provided. This report is the instrument of service of a professional engineer. Any conclusions drawn from this report should be discussed with the professional engineer involved. STEVENSON CONSULTING, INC. FIELD DENSITY TESTS Project Name Glenmore K2C11 Detention Ponds Project # 7-1981 Date December 28, 2022 Technician John Kessler Client Job # Weather Clear Client's Name Red Dirt Developments Permit Temp (r) 34 General Contractor TESTS Test# Test Depth Moisture (inches) % Dry Density Proctor # Excavator %of %of Proctor Proctor Spec. Actual Pass/Fall Elevation Below Finish Grade (Ft) Is This A Retest? Depth of Fill Placed (Inch) 0 Location: Grid Coordinates or Roadway Station 1 6 26.7 96.9 102 95 95.0 Pass 0 NO Glenmore K2C ll, POND EMBANKMENT A, A-01 2 6 25.1 100.8 102 95 98.8 Pass 0 NO Glenmore K2C ll, POND EMBANKMENT A, A-02 3 6 24.5 97.6 102 95 95.7 Pass 0 NO Glenmore K2C ll, POND EMBANKMENT A, A-03 4 6 25.6 98.5 102 95 96.6 Pass 0 NO Glenmore K2C ll, POND EMBANKMENT B, B-01 5 6 22.7 99.4 102 95 97.5 Pass 0 NO Glenmore K2C ll, POND EMBANKMENT B, B-02 6 6 22.6 97.1 102 95 95.2 Pass 0 NO Glenmore K2C ll, POND EMBANKMENT B, B-03 7 6 29.3 98.4 102 95 96.5 Pass 0 NO Glenmore K2B ll, POND EMBANKMENT B, B-04 8 6 22.4 99 102 95 97.1 Pass 0 NO Glenmore K2B ll, POND EMBANKMENT C, C-01 Test Location Established By: Contractor PROCTOR INO ' a Proctor # Depth of Elevation of Compaction Test Established by: Contractor Equipment Used: Visual Description Test Conducted Vibratory On Tests performed in: your Laboratory Maximum Density (PCF) # of Intermittent Basis Passes 6 ❑ Material Suppliers Laboratory Opt. Moisture (%) Proctor 89.4 Dark brown silt 89.4 29 Standard 102 Red shale 102 23 Standard REMARKS Reported To: FR015.LB-202103 STEVENSON CONSULTING, INC. FIELD DENSITY TESTS Project Name Glenmore K2C11 Detention Ponds Project # 7-1981 Date December 28, 2022 Technician John Kessler Client Job # Weather Clear Client's Name Red Dirt Developments Permit Temp (r) 34 General Contractor TESTS Test# Test Depth Moisture (inches) % Dry Density Proctor # Excavator %of %of Proctor Proctor Spec. Actual Pass/Fall Elevation Below Finish Grade (Ft) Is This A Retest? Depth of Fill Placed (Inch) 0 Location: Grid Coordinates or Roadway Station 9 6 25.6 98.8 102 95 96.9 Pass 0 NO Glenmore K2C ll, POND EMBANKMENT C, C-02 10 6 26.8 98.6 102 95 96.7 Pass 0 NO Glenmore K2C ll, POND EMBANKMENT C, C-03 11 6 18.5 85.7 89.4 95 95.9 Pass 0 NO Glenmore K2C ll, POND EMBANKMENT D, D-01 12 6 20.1 88.5 89.4 95 99.0 Pass 0 NO Glenmore K2C ll, POND EMBANKMENT D, D-02 13 6 23.4 86 89.4 95 96.2 Pass 0 NO Glenmore K2C ll, POND EMBANKMENT D, D-03 14 6 28.2 85.1 89.4 95 95.2 Pass 0 NO Glenmore K2C ll, POND EMBANKMENT E, E-01 15 6 32 85 89.4 95 95.1 Pass 0 NO Glenmore K2C ll, POND EMBANKMENT E, E-02 Test Location Established By: Contractor " PROCTOR O ' a Proctor # Depth of Elevation of Compaction Test Established by: Contractor Equipment Used: Visual Description Test Conducted Vibratory On Tests performed in: ® Our Laboratory Maximum Density (PCF) # of Intermittent Basis Passes 6 ❑ Material Suppliers Laboratory Opt. Moisture (%) Proctor 89.4 Dark brown silt 89.4 29 tandard 102 Red shale 102 23 tandard REMARKS Reported To: FR015.LB-202103 � Site Photos STEVENSON CONSULTING, INC. Pipe Trench Installation Certification Letter by Contractor — Phase 3 Letter provided by Goodman Excavating — Dino Goodman February 10, 2023 Mr. David James County of Albemarle Dept. of Community Development Re: Pipe Installation Certification Letter - Glenmore K2CII - Phase 3 SUB201600061 1 WPO201600059 Dear Mr. James, Please accept this letter as certification that all conveyance pipes and manhole structures on this site were installed according to the Virginia Department of Transportation (VDOT) standards. Specifically, the following methods and standards were implemented. • Excavation o All utilities on -site were located by Miss Utility to ensure there were no unknown conflicts before excavation. o Survey stake -outs were performed to locate the pipe install locations per the plan. o Excavation of trenches was performed with care to ensure no damage occurs to any existing utilities. Any existing utilities within the trench were physically located and extra care was taken to excavate material around utility to avoid damage. o Trenches were excavated with sloped sides andlor trench boxes were placed when depth of excavation required. o Trenches were excavated to appropriate depth to accommodate pipe bedding material and appropriate width to accommodate, backfill compaction beyond the extremity of the pipe. • Foundation o The trench foundation was physically verified to be adequate material before placement of the pipe bedding. o Pipe bedding was placed per the VDOT Road and Bridge Specifications Section 302 with 4"-8" of Class 1 #25 aggregate. o Pipe bedding was uniformly compacted across the trench bottom. Care was taken to ensure contact between the bedding material and the bottom of the entire length of pipe • Pipe Placement o The pipes were placed beginning at the downstream end. Pipe sections were aligned and firmly joined with leak -resistant methods. o Pipe invert elevations and pipe lengths were verified before placement of backfill. • Backfill o Class 1 #25 backfill material was knifed into the area along the bottom edge of the pipe. o Class 1 #25 backfill material was placed in 6" loose lifts and compacted along the sides of the pipe and 6"-12" above the pipe. o Regular onsite excavated material was placed above the Class I backfill in 6" loose lifts and compacted. o Backfill material was compacted using rolling and tampering equipment. Regards, - Dino Goodman / Goodman Excavating Z- /0-Z3 Pipe Interior Video Report Videos and Report Provided by: Tristate Utilities • PIPE LINING 6"- 96" Diameter ((IPi, • Pipe (leaning & Video Inspection • No Dig Point Repair Systems Iq top fut fM q.o A-.•C%.. V1 ' EXcovation - Sliplining -Grouting 757-366-9505 •Trenchless Repair of Pipe Leaks & Defeds wvw.tdstatcutilltl•s.a•m Project Information Surveyor Name christopher schmidt Certificate Number U-315-06023722 Owner ALBEMARLE Customer GOODMAN COUNTY EXCAVATING Drainage Area Job Number Pipe Segment Reference Date 5/11/2020 16:00 Street CARROLL CREEK B City KESWICK, VA Comments Manhole Upstream MH B2 Rim to Invert (U) 8.6 Grade to Invert (U) Rim to Grade (U) Downstream MH BI Rim to Invert (D) 0.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Polyethylene Lining Method Pipe Joint Length Tape Measured Length 33 Length Surveyed 31.6 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Jetting Date Cleaned 5/11/2020 16:00 Weather Dry Location Code Easement/Right of Way Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / Fractures Holes / Collapse 0 Number of Deposits 0 Truck Number Number of 0 Struct Grade Capped/Abd Taps OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 CLEAN &POST TV STORM Completed Yes Project: 22001 CLEAN & POST TV S 3RM Date: 5/11/2020 4:00:00 PM Pipe Segment Reference: Street: CARROLL CREEK B Upstream MH: B2 Length Surveyed: 31.6 Downstream MH: 131 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene (0.0) AMH - Manhole Remark: 62 (0.0) MWL - Water Level (31.6) AMH - Manhole Remark: 131 Total Distance: 31.6 Created with the ID Number: B2 0) ID Number 131 I R report generator Back • PIPE LINING 6"- 96" Diameter (CIF,%0 , • Pipe Cleaning & Video Inspedion • No Dig Point Repair Systems #]r 1111L Aw'<M k.,VA •E%cavalion-Sliplining-Grouling w.hlttale 757-366-9505 • Trenchless Repair of Pipe Leaks & Defects wwW i111Iot.<om Project Information Surveyor Name christopher schmidt Certificate Number U-315-06023722 Owner ALBEMARLE Customer GOODMAN COUNTY EXCAVATING Drainage Area Job Number Pipe Segment Reference Date 5/I 1/2020 15:54 Street CARROLL CREEK B City KESWICK, VA Comments Manhole Upstream MH B3 Rim to Invert (U) 4.7 Grade to Invert (U) Rim to Grade (U) Downstream MH B2 Rim to Invert (D) 8.6 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Polyethylene Lining Method Pipe Joint Length Tape Measured 34 Length Surveyed 34 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Jetting Date Cleaned 5/11/2020 15:54 Weather Dry Location Code Easement/Right of Way Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Truck Number Number of 0 Struct Grade Capped/Abd Taps OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 CLEAN &POST TV STORM Completed Yes Project: 22001 CLEAN & POST TV S" JRM Date: 5/11/2020 3:54:00 PM Pipe Segment Reference: Street: CARROLL CREEK B Upstream MH: B3 Length Surveyed: 34 Downstream MH: B2 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene 0) ID Number: B3 (0.0) AMH - Manhole Remark: B3 (0.0) MWL - Water Level (34.0) AMH - Manhole Remark B2 Total Distance: 34 (46) ID Number: B2 Created with the VPMSMII° report generator Back • PIPE LINING 6"• %" Diameter (CIF.-, • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems ,ttt:. �.� �. • Excavation - Sliplining - Grouting 757-366-9505 • Trenchless Repair o1 Pipe Leaks & Deleds wwv.tdstafcutilitics.com Project Information Surveyor Name christopher schmidt Certificate Number U-315-06023722 Owner ALBEMARLE Customer GOODMAN COUNTY EXCAVATING Drainage Area Job Number Pipe Segment Reference Date 5/11/2020 15:48 Street CARROLL CREEK B City KESWICK, VA Comments Manhole Upstream MH B4 Rim to Invert (U) 4.0 Grade to Invert (U) Rim to Grade (U) Downstream MH B3 Rim to Invert (D) 4.7 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Polyethylene Lining Method Pipe Joint Length Tape Measured Length 117 Length Surveyed 115.5 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Jetting Date Cleaned 5/11/2020 15:48 Weather Dry Location Code Easement/Right of Way Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / Fractures Holes / Collapse 0 Number of Deposits 0 Truck Number Number of 0 Struct Grade Capped/Abd Taps OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 CLEAN & POST TV STORM Completed Yes Project: 22002 CLEAN & POST TV S', JRM Date: 5/11/2020 3:48:00 PM Pipe Segment Reference: Street: CARROLL CREEK B Upstream MH: B4 Length Surveyed: 115.5 Downstream MH: B3 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene 0-') ID Number: B4 (0.0) AMH - Manhole Remark: B4 (0.0) MWL - Water Level (115.5) AMH - Manhole Remark: B3. Total Distance: 115.5 (a)' ID Number: B3 Created with the `W;30SM report generator Back -PIPE LINING 6"- 96" Diameter (CIPP) -Pipe Cleaning & Video Inspection -No Dig Point Repair Systems alll �In a».•a»w.ev., va -Excavation - Sliplining- Grouting 757-366-9505-Trenchless Repair of Pipe leaks & Defects awwddstoloNilBlos.wm Project Information Surveyor Name christopher schmidt Certificate Number U-315-06023722 Owner ALBEMARLE Customer GOODMAN COUNTY EXCAVATING Drainage Area Job Number Pipe Segment Date 5/11/2020 14:44 Reference Street CARROLL CREEK City KESWICK,VA Comments Manhole Upstream MH C7 Rim to Invert (U) 4.0 Grade to Invert (U) Rim to Grade (U) Downstream MH C6 Rim to Invert (D) 6.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Polyethylene Lining Method Pipe Joint Length Tape Measured 103 Length Surveyed 102.1 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Jetting Date Cleaned 5/11/2020 14:44 Weather Dry Location Code Easement/Right of Way Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Truck Number Number of 0 Struct Grade Capped/Abd Taps OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 CLEAN & POST TV STORM Completed Yes Project: 22002., CLEAN & POST TV S -, ARM Date: 5/11/2020 2:44:00 PM Pipe Segment Reference: Street: CARROLL CREEK Upstream MH: C7 Length Surveyed: 102.1 Downstream MH: C6 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene ID Number: C7 (0.0) AMH - Manhole Remark: C7 (0.0) MWL - Water Level (102.1) AMH - Manhole Remark: C6 Total Distance: 102.1 ((A-& ) ID Number: C6 Created with the rR report generator Back *PIPE LINING 6"- 96" Diameter (CIPPi • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems .111:~ . ,a _... •Excavolion- Sliplining- Grouting 757-766-9505 •Trenchless Repair of Pipe Leaks & Defects wwn.Irisfatemilltlea.<om Project Information Surveyor Name christopherschmidt Certificate Number U-315-06023722 Owner ALBEMARLE Customer GOODMAN COUNTY EXCAVATING Drainage Area Job Number Pipe Segment Reference Date 5/11/2020 14:50 Street CARROLL CREEK city KESWICK, VA Comments Manhole Upstream MH C6 Rim to Invert (U) 6.0 Grade to Invert (U) Rim to Grade (U) Downstream MH C5 Rim to Invert (D) 0.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Polyethylene Lining Method Pipe Joint Length Tape Measured Length 40 Length Surveyed 39.8 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Jetting Date Cleaned 5/11/2020 14:50 Weather Dry Location Code Easement/Right of Way Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / Fractures Holes / Collapse 0 Number of Deposits 0 Truck Number Number of 0 Struct Grade Capped/Abd Taps OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 CLEAN & POST TV STORM Completed Yes Project: 22001., CLEAN & POST TV S _ JRM Date: 5/11/2020 2:50:00 PM Pipe Segment Reference: Street: CARROLL CREEK Upstream MH: C6 Length Surveyed: 39.8 Downstream MH: C5 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene ID Number: C6 (0.0) AMH - Manhole Remark: C6 (0.0) MWL - Water Level (5.0) MWL - Water Level Remark: POND WATER LEVEL HIGH (39.8) AMH - Manhole Remark: C5 Total Distance: 39.8 f®l ID Number: C5 Created with the'q;WC3SM% report generator Back • PIPE LINING 6"- 96" Diameter (CIK-, • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems Q_fill L-FY Rw.•Ob,VR 'Excavation - Sliplining- Grouting 757-366-9505 •Trenchless Repair of Pipe Leaks & Defects www.tAafalvulililioa.com Project Information Surveyor Name christopher schmidt Certificate Number U-315-06023722 Owner ALBEMARLE Customer GOODMAN COUNTY EXCAVATING Drainage Area Job Number Pipe Segment Reference Date 5/11/2020 15:35 Street CARROLL CREEK B City KESWICK, VA Comments Manhole Upstream MH C4 Rim to Invert (U) 3.4 Grade to Invert (U) Rim to Grade (U) Downstream MH C3 Rim to Invert (D) 6.4 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Polyethylene Lining Method Pipe Joint Length Tape Measured 72 Length Surveyed 71.6 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Jetting Date Cleaned 5/11/2020 15:35 Weather Dry Location Code Easement/Right of Way Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Truck Number Number of Capped/Abd Taps 0 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 CLEAN &POST TV STORM Completed Yes Project: 22002 CLEAN & POST TV S'_ JRM Date: 5/11/2020 3:35:00 PM Pipe Segment Reference: Street: CARROLL CREEK B Upstream MH: C4 Length Surveyed: 71.6 Downstream MH: C3 Pacp Quick Overall Rating: 0000Direction of Survey: Upstream Height (Diameter): 15 Material: Polyethylene 0) ID Number: C4 (0.0) AMH - Manhole Remark: C3 ..... (0.0) MWL - Water Level (71.6) AMH - Manhole Remark: C4 Total Distance: 71.6 i,ti ID Number: C3 Created with the -%;W SMIII� report generator Back • PIPE LINING 6"- 96" Diameter ((IPF, • Pipe (leaning & Video Inspection • No Dig Point Repair Systems 21 1 1 • Excavation - Sliplining -Grouting 757-366-9505 •Trenchless Repair of Pipe Leaks & Defects vww.rdstarp W alNes.[om Project Information Surveyor Name christopher schmidt Certificate Number U-315-06023722 Owner ALBEMARLE Customer GOODMAN COUNTY EXCAVATING Drainage Area Job Number Pipe Segment Reference Date 5/11/2020 15:23 Street CARROLL CREEK B City KESWICK, VA Comments Manhole Upstream MH C3 Rim to Invert (U) 6.8 Grade to Invert (U) Rim to Grade (U) Downstream MH C2 Rim to Invert (D) 3.5 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Polyethylene Lining Method Pipe Joint Length Tape Measured 99 Length Surveyed 98.3 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Jetting Date Cleaned 5/11/2020 15:20 Weather Dry Location Code Easement/Right of Way Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Truck Number Number of 0 Struct Grade Capped/Abd Taps OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 CLEAN & POST TV STORM Completed Yes Project: 22002., CLEAN & POST TV S 3RM Date: 5/11/2020 3:23:00 PM Pipe Segment Reference: Street: CARROLL CREEK B Upstream MH: C3 Length Surveyed: 98.3 Downstream MH: C2 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene (0) ID Number: C3 (0.0) AMH - Manhole Remark: C3 (0.0) MWL - Water Level (98.3) AMH - Manhole Remark: C2-- Total Distance: 98.3 (�) ID Number: C2 Created with the I f report generator Back -PIPE LINING 6"- %" Diameter ((IP *Pipe (leaning $ Video Inspection No Dig Point Repair Systems .I,Ia� V. w-Excavation-Sliplining - Grouting 757-366-9505-Trenchless Repair of Pipe leaks 8 Defects ww. W stal-Yf illNoa.[om Project Information Surveyor Name christopher schmidt Certificate Number U-315-06023722 Owner ALBEMARLE Customer GOODMAN COUNTY EXCAVATING Drainage Area Job Number Pipe Segment Reference Date 5/11/2020 15:28 Street CARROLL CREEK B City KESWICK, VA Comments Manhole Upstream MH C2 Rim to Invert (U) 3.5 Grade to Invert (U) Rim to Grade (U) Downstream MH CI Rim to Invert (D) 0.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction Of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Polyethylene Lining Method Pipe Joint Length Tape Measured 40 Length Surveyed 37 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Jetting Date Cleaned 5/11/2020 15:28 Weather Dry Location Code Easement/Right of Way Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / Fractures Holes / Collapse 0 Number of Deposits 0 Truck Number Number of 0 Struct Grade Capped/Abd Taps OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) Tnle Pressure Value Work Order Project 220023 CLEAN & POST TV STORM Completed Yes Project: 22002 CLEAN & POST TV S )RM Date: 5/11/2020 3:28:00 PM Pipe Segment Reference: Street: CARROLL CREEK B Upstream MH: C2 Length Surveyed: 37 Downstream MH: C1 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene CO) ID Number: C2 (0.0) AMH - Manhole Remark: C2 (0.0) MWL - Water Level (37.0) AMH - Manhole Remark: C1 Total Distance: 37 () ID Number: C1 Created with the rR report generator Back r • PIPE LINING 6"- 96" Diameter (C4) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems 1111fM'IM1 Rw.VA 'Excavation - Sliplining- Grouling 757-366-9505 •Trenchless Repair of Pipe Leaks & Defeds www.Mstolcmillllcs.<om Project Information Surveyor Name christopher schmidt Certificate Number U-315-06023722 Owner ALBEMARLE Customer GOODMAN COUNTY EXCAVATING Drainage Area Job Number Pipe Segment Date 5/11/2020 14:26 Reference Street CARROLLCREEK City KESWICK, VA Comments Manhole Upstream MH D2 Rim to Invert (U) 4.0 Grade to Invert (U) Rim to Grade (U) Downstream MH D1 Rim to Invert (D) 0.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Polyethylene Lining Method Pipe Joint Length Tape Measured 33 Length Surveyed 33.1 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Jetting Date Cleaned 5/11/2020 14:26 Weather Dry Location Code Easement/Right of Way Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Truck Number Number of 0 Struct Grade Capped/Abd Taps OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 CLEAN & POST TV STORM Completed Yes Project: 22002„ CLEAN & POST TV S )RM Date: 5/11/2020 2:26:00 PM Pipe Segment Reference: Street: CARROLL CREEK Upstream MH: D2 Length Surveyed: 33.1 Downstream MH: D1 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene (0.0) AMH - Manhole Remark: D2 (0.0) MWL - Water Level (33.1) AMH - Manhole Remark: D1 Total Distance: 33.1 ID Number: D2 ID Number: D1 Created with the qtIW report generator Back • PIPE LINING 6"- %" Diameter ((IP1 i • Pipe (leaning & Video Inspection • No Dig Point Repair Systems f 11'f�A­ VA •Excavation-Sliplining-Grouting 757-3,66.9505 •Trenchless Repairof Pipe Leaks & Defects wwI IMytWWHIV01.mm Project Information Surveyor Name christopher schmidt Certificate Number U-315-06023722 Owner ALBEMARLE Customer GOODMAN COUNTY EXCAVATING Drainage Area Job Number Pipe Segment Reference Date 5/11/2020 14:19 Street CARROLL CREEK City KESWICK, VA Comments Manhole Upstream MH D3 Rim to Invert (U) 9.8 Grade to Invert (U) Rim to Grade (U) Downstream MH D2 Rim to Invert (D) 4.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Polyethylene Lining Method Pipe Joint Length Tape Measured 56 Length Surveyed 54.5 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Jetting Date Cleaned 5/11/2020 14:19 Weather Dry Location Code Easement/Right of Way Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / Fractures Holes / Collapse 0 Number of Deposits 0 Truck Number Number of 0 Struct Grade Capped/Abd Taps OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 CLEAN & POST TV STORM Completed Yes Project: 22001.. CLEAN & POST TV S JRM severity Date: 5/11/2020 2:19:00 PM Pipe Segment Reference: bqhl Street: CARROLL CREEK Upstream MH: D3 Moderate Length Surveyed: 54.5 Downstream MH: D2 Average Heavy Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Severe (0.0) AMH - Manhole Remark: D3 (0.0) MWL - Water Level (54.5) AMH - Manhole Remark: D2 Total Distance: 54.5 Created with the C ID Number: D3 ID Number: D2 rR report generator Back • PIPE LINING 6"- 96" Diameter ((I Pt, • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems 3111 �F Aw.•MwyroY., VA •Excavation - Sliplining- Grouting 757-366-9505 •Trenchless Repair of Pipe Leaks & Defects www.Mstatm+til%I.3.t•m Project Information Surveyor Name christopher schmidt Certificate Number U-315-06023722 Owner ALBEMARLE Customer GOODMAN COUNTY EXCAVATING Drainage Area Job Number Pipe Segment Reference Date 5/1 I/2020 14:11 Street CARROLL CREEK City KESWICK, VA Comments Manhole Upstream MH D3 Rim to Invert (U) 9.8 Grade to Invert (U) Rim to Grade (U) Downstream MH 133A Rim to Invert (D) 10.5 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Polyethylene Lining Method Pipe Joint Length Tape Measured 73 Length Surveyed 72.2 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Jetting Date Cleaned 5/11/2020 14:12 Weather Dry Location Code Easement/Right of Way Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Truck Number Number of 0 Struct Grade Capped/Abd Taps OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 CLEAN &POST TV STORM Completed Yes Project: 22002., CLEAN & POST TV S`. JRM Date: 5/11/2020 2:11:00 PM Pipe Segment Reference: Street: CARROLL CREEK Upstream MH: D3 Length Surveyed: 72.2 Downstream MH: D3A Pacp Quick Overall Rating: 0000Direction of Survey: Upstream Height (Diameter): 15 Material: Polyethylene 0)) ID Number: D3 (0.0) AMH - Manhole Remark: D3A (0.0) MWL - Water Level Total Distance: 72.2 (0) ID Number: D3A Created with the (r� report generator Back -PIPE LINING 6"- 96" Diameter (CIPrr -Pipe Cleaning & Video Inspection -No Dig Point Repair Systems elll».­,w»e... �p- Excavalion- Sliplining- Grouting 757-366.9505-Trenchless Repair of Pipe leaks & Defects w Arlstal¢Willtles.mm Project Information Surveyor Name christopher schmidt Certificate Number U-315-06023722 Owner ALBEMARLE Customer GOODMAN COUNTY EXCAVATING Drainage Area Job Number Pipe Segment Reference Date 5/I 1/2020 13:48 Street CARROLL CREEK City KESWICK, VA Comments Manhole Upstream MH D4 Rim to Invert (U) 3.4 Grade to Invert (U) Rim to Grade (U) Downstream MH D3 Rim to Invert (D) 9.8 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Polyethylene Lining Method Pipe Joint Length Tape Measured Length 117 Length Surveyed 116.6 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Jetting Date Cleaned 5/11/2020 13:48 Weather Dry Location Code Easement/Right of Way Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Truck Number Number of Capped/Abd Taps 0 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 CLEAN & POST TV STORM Completed Yes Project: 2200� , CLEAN & POST TV S JRM Date: 5/11/2020 1:48:00 PM Pipe Segment Reference: Street: CARROLL CREEK Upstream MH: D4 Length Surveyed: 116.6 Downstream MH: D3 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene ID Number: D4 (0.0) AMH - Manhole Remark: D4 (0.0) MWL - Water Level (116.6) AMH - Manhole Remark: D3 Total Distance: 116.6 (rAb) ID Number: D3 Created with the V;WDSM11� report generator Back Pipe Interior Video Report Videos and Report Provided by: Tristate Utilities • Pond C Outlet Pipe • Pond 8 Outlet Pipe • 81-82 • 85-86 • C6-05 Surveyor Name r=i Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Pipe Use Height (Diameter) Shape Lining Method Total Length Year Constructed Flow Control Purpose Pre -Cleaning Weather Additional Info Custom 1 Custom 3 Custom 5 Custom 7 Custom 9 DAN1EL HUTCHINSON GLENMORE HIGHLANDS BURLEIGH CT POND C OUTFALL C Stormwater Certificate Number U-0321-70401206 Customer RED DIRT DEVELOPMENT PO Number 221046 Date 9/8/2022 11:06 City SHADWELL Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Sun 15 Width Circular Material Pipe Joint Length Length Surveyed Year Renewed Not Controlled Media Label Post Rehabilitation Survey Consequence of Failure Light Cleaning Date Cleaned Dry -No Precipitation Location Code During Survey Location Details Custom 2 Custom 4 Custom 6 Custom 8 Custom 10 0 0 Polyethylene 42.5 ME 9/8/2022 11:08 Local rural streets with light traffic, town and city back streets, estate streets and curbside parking areas. Reverse Setup ID Imperial Units (US) Truc Work Order Coatina Method Sheet (Group) Number Pressure Value Project 221046 POST -TV GELNNIORE HIGHLANDS Yes CCTV No Laser No Sidewall No Sonar No Zoom No Other No Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Roots 0 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Structure Peak 3 Structure Peak 2 Score Grade Structure Mean 01 Structure Mean Score Grade 1 Service Peak Score 0 Service Peak Grade 1 Service Mean Score 0 Service Mean Grade 1 Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 11:06:00 AM Pipe Segment Reference: Street: BURLEIGH CT Upstream MH: POND C Length Surveyed: 42.5 Downstream MH: OUTFALL C Run Number: Direction of Survey: Upstream Height (Diameter): 15 Material: Polyethylene ObservationDistance Fault 0 Access Point End of Pipe 00:00:48 0.0 Severity: None 00:00:48 Remarks: OUTFALL C r Miscellaneous Water Level 00:00:57 0.0 Severity: None 00:00:57 Percent:0 r Miscellaneous General Observation 00:02:17 0.0 Severity: None 00:02:17 Remarks: EGG SHAPED Deformed Flexible Bulging Round Position: 5 To 7 00:02:59 2.0 Severity: None 00:02:59 Percent: 5 Struct Weight: 3 Miscellaneous Material Change 00:05:28 41.7 Severity: None 00:05:28 Remarks: PE TO MC Joint Offset Medium 41.7 Severity: None 00:05:47 Struct Weight: 3 00:05:47 ObservationFault Access Point Catch Basin 00:06:29 42.5 Severity: None Remarks: POND C 00:06:29 O POSM Logo Registered Trademark Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 11:06:00 AM Pipe Segment Reference: Street: BURLEIGH CT Upstream MH: POND C Length Surveyed: 42.5 Downstream MH: OUTFALL C Run Number: Direction of Survey: Upstream Height (Diameter): 15 Material: Polyethylene Severity ID Number: POND C (0.0) AEP - Access Point End of Pipe Remark: OUTFALL C (0.0) MWL - Miscellaneous Water Level (0.0) MGO - Miscellaneous General Observation Remark: EGG SHAPED (2.0) DFBR - Deformed Flexible Bulging Round - Position: 5 To 7 (41.7) MMC - Miscellaneous Material Change Remark: PE TO MC (41.7) JOM - Joint Offset Medium (42.5) ACB - Access Point Catch Basin Remark: POND C Total Distance: 42.5 ID Number: OUTFALL C f I POSM Logo Registered Trademark Created with the report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 6 0 6 2 0 0 0 1 0 0 0 Overall 6 0 6 Number of Defects 2 0 2 Pipe Rating 3200 0000 3200 Pipe Ratings Index 3 0 3 Nassco C.C.T.V. Defect Code Information Circumferential Value Video Cont Location Distance Code Joint Ref Defect Dimension At / % To 1st 2nd From 00:00:4 0 AEP - Access Point End of Pipe OUTFALL C 00:00:5 MWL - Miscellaneous Water 0 0 57 Level 00:02:1 MGO - Miscellaneous General 0 137 Observation EGG SHAPED 00:02:5 DFBR - Deformed Flexible 2 5 5 7 179 Bulging Round 00: 05:28 MMC -Miscellaneous Material 41.7 328 Change ETOMC 003474 41.7 JOM - Joint Offset Medium 00:06:2 ACB -Access Point Catch 42.5 389 Basin POND C fl POSM Logo Registered Trademark Created with the report generator Surveyor Name r=i Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Pipe Use Height (Diameter) Shape Lining Method Total Length Year Constructed Flow Control Purpose Pre -Cleaning Weather Additional Info Custom 1 Custom 3 Custom 5 Custom 7 Custom 9 DAN1EL HUTCHINSON GLENMORE HIGHLANDS BOTHWELL LN POND D D OUTFALL Stormwater Certificate Number U-0321-70401206 Customer RED DIRT DEVELOPMENT PO Number 221046 Date 9/8/2022 13:44 City SHADWELL Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Sun 18 Width Circular Material Pipe Joint Length Length Surveyed Year Renewed Not Controlled Media Label Post Rehabilitation Survey Consequence of Failure NoPre-Cleaning Date Cleaned Dry -No Precipitation Location Code During Survey Location Details Custom 2 Custom 4 Custom 6 Custom 8 Custom 10 0 0 Polyethylene 42.9 ME 9/8/2022 13:47 Local rural streets with light traffic, town and city back streets, estate streets and curbside parking areas. Reverse Setup ID Imperial Units (US) Truc Work Order Coatina Method Sheet (Group) Number Pressure Value Project 221046 POST -TV GELNNIORE HIGHLANDS Yes CCTV No Laser No Sidewall No Sonar No Zoom No Other No Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Roots 0 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Structure Peak 0 Structure Peak Score Grade Structure Mean 0 Structure Mean Score Grade Service Peak Score 0 Service Peak Grade Service Mean Score 0 Service Mean Grade 1 Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 1:44:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: POND D Length Surveyed: 42.9 Downstream MH: D OUTFALL Run Number: Direction of Survey: Upstream Height (Diameter): 18 Material: Polyethylene ObservationDistance Fault Access Point End of Pipe 00:00:33 0.0 Severity: None 00:00:33 Remarks: D OUTFALL r Miscellaneous Water Level 00:00:43 0.0 Severity: None 00:00:43 Percent:0 r Miscellaneous Material Change 00:02:47 41.3 Severity: None 00:02:47 Remarks: PE TO MCP ObservationFault Access Point Catch Basin 00:03:33 42.9 Severity: None Remarks: POND D 00:03:33 O POSM Logo Registered Trademark Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 1:44:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: POND D Length Surveyed: 42.9 Downstream MH: D OUTFALL Run Number: Direction of Survey: Upstream Height (Diameter): 18 Material: Polyethylene U ID Number: POND D (0.0) AEP - Access Point End of Pipe Remark: D OUTFALL (0.0) MWL - Miscellaneous Water Level e (41.3) MMC - Miscellaneous Material Change Remark: PE TO MCP (42.9) ACB - Access Point Catch Basin Remark: POND D Total Distance: 42.9 ID Number: D OUTFALL Q POSM Logo Registered Trademark Created with the report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information Circumferential Value Video Cont Location Distance Code Joint Ref Defect Dimension At / % To 1st 2nd From 00:00:3 0 AEP - Access Point End of Pipe OUTFALL 00:00:43 MWL -Miscellaneous Water 0 0 43 Level 00: 02:47 MMC -Miscellaneous Material 41.3 167 Change E TO MCP 00:03.33 ACB -Access Point Catch 42.9 213 1 Basin POND D I IT POSM Logo Registered Trademark Created with the report generator Surveyor Name r=i Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Pipe Use Height (Diameter) Shape Lining Method Total Length Year Constructed Flow Control Purpose Pre -Cleaning Weather Additional Info Custom 1 Custom 3 Custom 5 Custom 7 Custom 9 DAN1EL HUTCHINSON GLENMORE HIGHLANDS BOTHWELL LN B1 B2 Stormwater Pipe Certificate Number U-0321-70401206 Customer RED DIRT DEVELOPMENT PO Number 221046 Date 9/8/2022 16:48 City SHADWELL Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Sur% 15 Width Circular Material Pipe Joint Length Length Surveyed Year Renewed Not Controlled Media Label Post Rehabilitation Survey Consequence of Failure Light Cleaning Date Cleaned Dry -No Precipitation Location Code During Survey Location Details Custom 2 Custom 4 Custom 6 Custom 8 Custom 10 8.5 0 Downstream Polyethylene 30.2 9/8/2022 16:48 Local rural streets with light traffic, town and city back streets, estate streets and curbside parking areas. Reverse Setup ID Imperial Units (US) Truc Work Order Coatina Method Sheet (Group) Number Pressure Value Project 221046 POST -TV GELNNIORE HIGHLANDS Yes CCTV No Laser No Sidewall No Sonar No Zoom No Other No Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Roots 0 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Structure Peak 0 Structure Peak Score Grade Structure Mean 0 Structure Mean Score Grade Service Peak Score 0 Service Peak Grade Service Mean Score 0 Service Mean Grade 1 Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 4:48:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: B1 Length Surveyed: 30.2 Downstream MH: B2 Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Distance Fault Observation Time Picture Access Point Manhole 00:00:33 0.0 Severity: None 00:00:33 Remarks: 61 r Miscellaneous Water Level 00:00:42 0.0 Severity: None 00:00:42 Percent:0 r Access Point End of Pipe 00:05:06 30.2 Severity: None 00:05:06 Remarks: B2 POSM Logo Registered Trademark Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 4:48:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: 131 Length Surveyed: 30.2 Downstream MH: B2 Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene ID Number: B1 (0.0) AMH - Access Point Manhole Remark: 131 (0.0) MWL - Miscellaneous Water Level T1 (30.2) AEP - Access Point End f of Pipe Remark: B2 Total Distance: 30.2 ! 1 ID Number: B2 f I POSM Logo Registered Trademark Created with the i — report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information Circumferential Value Cont Location DistanceVideo Code Joint Ref Defect Dimension At / % To 1st 2nd From 00:00:33 0 AMH - Access Point Manhole 1 00:00:4 MWL -Miscellaneous Water 0 42 Level 0 00:05: 30.2 AEP - Access Point End of Pipe 306 t POSM Logo Registered Trademark Created with the report generator Surveyor Name r=i Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Pipe Use Height (Diameter) Shape Lining Method Total Length Year Constructed Flow Control Purpose Pre -Cleaning Weather Additional Info Custom 1 Custom 3 Custom 5 Custom 7 Custom 9 DAN1EL HUTCHINSON GLENMORE HIGHLANDS BOTHWELL LN B6 B5 Stormwater Pipe Certificate Number U-0321-70401206 Customer RED DIRT DEVELOPMENT PO Number 221046 Date 9/8/2022 16:47 City SHADWELL Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Sun 15 Width Circular Material Pipe Joint Length Length Surveyed Year Renewed Not Controlled Media Label Post Rehabilitation Survey Consequence of Failure Light Cleaning Date Cleaned Dry -No Precipitation Location Code During Survey Location Details Custom 2 Custom 4 Custom 6 Custom 8 Custom 10 0 0 Polyethylene 33.4 ME 9/8/2022 16:48 Local rural streets with light traffic, town and city back streets, estate streets and curbside parking areas. Reverse Setup ID Imperial Units (US) Truc Work Order Coatina Method Sheet (Group) Number Pressure Value Project 221046 POST -TV GELNNIORE HIGHLANDS Yes CCTV No Laser No Sidewall No Sonar No Zoom No Other No Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Roots 0 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Structure Peak 0 Structure Peak Score Grade Structure Mean 0 Structure Mean Score Grade Service Peak Score 0 Service Peak Grade Service Mean Score 0 Service Mean Grade 1 Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 4:47:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: B6 Length Surveyed: 33.4 Downstream MH: B5 Run Number: Direction of Survey: Upstream Height (Diameter): 15 Material: Polyethylene Distance Fault Observation Time Picture 0 Access Point End of Pipe 00:01:01 0.0 Severity: None 00:01:01 Remarks: B5 r Miscellaneous Water Level 00:1:10 0.0 Severity: None 00:1:10 Percent:0 r Access Point Catch Basin 00:03:29 33.4 Severity: None 00:03:29 Remarks: B6 POSM Logo Registered Trademark Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 4:47:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: B6 Length Surveyed: 33.4 Downstream MH: B5 Run Number: Direction of Survey: Upstream Height (Diameter): 15 Material: Polyethylene U ID Number: B6 (0.0) AEP - Access Point End of Pipe Remark: B5 (0.0) MWL - Miscellaneous Water Level (33.4) ACB - Access Point Catch Basin Remark: B6 Total Distance: 33.4 ® ID Number: B5 f I POSM Logo Registered Trademark Created with the i — report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information Circumferential Value Cont Location DistanceVideo Code Joint Ref Defect Dimension At / % To 1st 2nd From 0 00:001:01 AEP - Access Point End of Pipe 61 00:1:10 MWL -Miscellaneous Water 0 70 Level 0 00:03:2 ACB -Access Point Catch 33.4 209 Basin 6 t POSM Logo Registered Trademark Created with the report generator Surveyor Name r=i Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Pipe Use Height (Diameter) Shape Lining Method Total Length Year Constructed Flow Control Purpose Pre -Cleaning Weather Additional Info Custom 1 Custom 3 Custom 5 Custom 7 Custom 9 DAN1EL HUTCHINSON GLENMORE HIGHLANDS BURLEIGH CT C6 C5 Stormwater Pipe Certificate Number U-0321-70401206 Customer RED DIRT DEVELOPMENT PO Number 221046 Date 9/8/2022 10:47 City SHADWELL Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Sur% 15 Width Circular Material Pipe Joint Length Length Surveyed Year Renewed Not Controlled Media Label Post Rehabilitation Survey Consequence of Failure Heavy Cleaning Date Cleaned Dry -No Precipitation Location Code During Survey Location Details Custom 2 Custom 4 Custom 6 Custom 8 Custom 10 5.8 0 Downstream Polyethylene 37 9/7/2022 16:51 Local rural streets with light traffic, town and city back streets, estate streets and curbside parking areas. Reverse Setup ID Imperial Units (US) Truc Work Order Coatina Method Sheet (Group) Number Pressure Value Project 221046 POST -TV GELNNIORE HIGHLANDS Yes CCTV No Laser No Sidewall No Sonar No Zoom No Other No Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Roots 0 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Structure Peak 0 Structure Peak Score Grade Structure Mean 0 Structure Mean Score Grade Service Peak Score 0 Service Peak Grade Service Mean Score 0 Service Mean Grade 1 Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 10:47:00 AM Pipe Segment Reference: Street: BURLEIGH CT Upstream MH: C6 Length Surveyed: 37 Downstream MH: C5 Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Distance Fault Observation Time Picture 0 Access Point Manhole 00:00:27 0.0 Severity: None 00:00:27 Remarks: C6 r Miscellaneous Water Level 00:00:35 0.0 Severity: None 00:00:35 Percent:0 r Access Point End of Pipe 00:05:31 37.0 Severity: None 00:05:31 Remarks: C5 POSM Logo Registered Trademark Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 10:47:00 AM Pipe Segment Reference: Street: BURLEIGH CT Upstream MH: C6 Length Surveyed: 37 Downstream MH: C5 Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene ID Number: C6 (0.0) AMH - Access Point Manhole Remark: C6 (0.0) MWL - Miscellaneous Water Level (37.0) AEP - Access Point End of Pipe Remark: C5 Total Distance: 37 ® ID Number: C5 f I POSM Logo Registered Trademark Created with the i — report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information Circumferential Value Cont Location DistanceVideo Code Joint Ref Defect Dimension At / % To 1st 2nd From 00:00072 0 AMH - Access Point Manhole C6 00:00:3 MWL -Miscellaneous Water 0 35 Level 0 37 00:0 :31 AEP - Access Point End of Pipe 331 C5 t POSM Logo Registered Trademark Created with the report generator Recorded Plats Plats prepared by: Roudabush, Gale & Associates, Inc. 202200003040.001 VIRGINIA LAND RECORD COVER SHEET Commomreallh of Virginia VA. CODE §§17.1-223,-227.1,-2a9 FORMA —COVER SHEET CONTENT Instrument Date:._314�2022 Instrument Type: n&s.......................................................... Number of Parcels: ...... z....... Number of Pages: ....... 1....... [ ] City [X] County ALBEMARLE ................................................... CIRCUITCOURT Tax Exempt? VIRGINIA)FEDERAL CODE SECTION [ ] Grantor: [ ] Grantee: Business/Name ........1...... X Grantor: GLENMORE. PARTNERS LLC ................................... ._............. Grantor: ... ... .._.................................................... ........ 1...... X Grantee: CRAIG .ENTERPRISES, INC. ......................................... Grantee: Grantee Address Name: CRAIG _ENTERPRISES, INC. .......................................... Address: . PO BOX 6156 .........................._............................. City: CALOTTESVILL6State:.....VA ................................................................... Consideration: 5330, 000: oo Existing Debt: Sa; o0 PRIOR INSTRUMEAT UNDER § 58.1-803(D): Original Principal: _$0 :00 ............. Fair Marker Value Increase: . RECORDEDIN ALBEMARLE COUNTY, VA JON R. ZUG _CLERK OF -IR IT O RT FILED Mar 10, 2022 AT 03:29 pm BOOK START PAGE END PAGE INST # 202200003040 TOTAL NUM PAGES S MES (Area Above Reeerved For Deed Slunrp Only) Zip Code: .zz9o5 ............................... Actual Value)Assumed: $o; 00 00 Original Book No.: ........................................ Original Page No.:........................................ Original Instrument No.:............................................ Prior Recording At: City Count Percentage In This Jurisdiction: ,_loot Book Number: .......................... . Page Number:......................... Instrument Number:.......................................... Parcel Identification Number/Tax Map Number: o93A5_..K2C2-o2eoo .................................................................................................................. Short Property Description: LOT 28, SECTION K2C-II, PHASE 3, GLENMORE ............................................................................................._....................................._............................................._.................._...... HIGHLANDS SUBDIVISION ............................................................................................................................................................................................................... CurrentProperty Address: ................................................................................................... City:.' ............. ...... ............ _._................ _................... State:.....!A...... Zip Code: Instrument Prepared By: sRIAN. s: aoHNSON .... Recording Paid By: FLORA. FETTIx .... Pe. ........................................................ Recording Returned To: eLoRr.. PETeIT Pc ..................... Address: _530 .EAST. MAIN STREET ............................................ City: C.HAR[AIT...ESVI ............ LLE..................................... State:.......°A.... zip Code:22 ._902............................... ........... 1111 FORM CC-1570(MASfER-PAGE OVE OF TWO )lo/19 O Copyright 20M Ofrice orrhe Eveamive Seeraary. $upremc Coun of \Srginia. All nghis mscn'ed. Cover Sheet A 202200003040.002 VIRGINIA LAND RECORD COVER SHEET Commonwealth of Virginia VA. CODE §§ 17.1-223,-227.1. -249 FORM C— ADDITIONAL PARCELS Instrument Date: ....................... 3/4/2022 ............................. Instrument Type: .............................. DEE ............................ Number of Parcels:......?....... Number of Pages:...... 3 [ ] City [X] County .........................ALBEMARLE .................................... CIRCUITCOURT Parcels Identification/Tax Map Prior Recording At: [ ] City [ ] County ........................................... Percentage In This Jurisdiction: .._10D1.... Book Number: ............ . .............. Page Number: (Area Above Reserved For Deed Stamp Onl1") Instrument Number: .................................................. Parcel Identification Number (PIN)/fax Map Number:.o93A5-x2-C2-o4000 Short Property Description: . LOT 40, SECTION R2C-II, PHASE 2, GLENMORE ................................_................................................................................ HIGHLANDS SUBDIVISION .................................................................................................................... Current Property Address: . ................... ............ . ............. ............................. .............. .................... City:.*............................... ............. ................................................. State: ...... °A..... Zip Code: Prior Recording At: [ )City [ )County ..................................... Book Number: ............................ Page Number: Parcel Identification Number/fax Map Number: Short Property Description: ...... ............ - ......... -.-......... Current Property Address: ................................. . ............. ...................... City: ............ ................................................. ..... . ............................... State: ............. Percentage In This Jurisdiction: Instrument Number: ............................................... Zip Code: F01UMCC-1570(MAMR. PAGE WO OF TWO )Iml9 OCepysigh,2miOffice ofthe wesenaary.semen Ca„ ofVirFudx.All rFhurr.rd. Cover Sheet C 202200003040.003 PREPARED BY BRIAN S. JOHNSON VSB #74484 WOODS ROGERS PLC TAX MAPS: 093A5-K2-C2-02800 and 093A5-K2-C2-04000 TITLE UNDERWRITER: Old Republic National Title Insurance Company ASSESSED VALUE: 5330,000.00 CONSIDERATION: 5330.000.00 / THIS DEED made and entered into this 4th day of March; 2022, by and between GLENMORE PARTNERS LLC, a Virginia limited liability company, the Grantor, and CRAIG ENTERPRISES, INC., a Virginia corporation, the Grantee, whose address is P.O. Box 6156, Charlottesville, Virginia 22906, WITNESSETH: THAT FOR AND IN CONSIDERATION of the sum of THREE HUNDRED THIRTY THOUSAND AND N0/100 DOLLARS (5330,000.00), the receipt of which is hereby acknowledged, the Grantor does hereby GRANT, BARGAIN, SELL and CONVEY with GENERAL WARRANTY and ENGLISH COVENANTS OF TITLE unto the Grantee, the following described real estate: SEE ATTACHED SCHEDULE A This conveyance is subject to all easements, reservations, restrictions, conditions and other encumbrances contained in duly recorded deeds, plats and other instruments constituting constructive notice in the chain of title to the above -described property .which have not expired by a time limitation contained therein or have not otherwise become ineffective. 202200003040.004 WITNESS the following signature and seal: GLENMORE PARTNERS LLC BY: RED DIRT DEVELOPMENTS, LLC, its manager /�� BY: Jobs XV. Achenbach, Manager COMMONWEALTH OF VIRGINIA CITY/C6� OF C4,yl Zen, b -?/r- ; to -wit: The foregoing Deed was acknowledged before me by JESS W. ACHENBACH, Mar as er of RED DIRT DEVELOPMENTS, LLC, Manager of GLENMORE PARTNERS LLC, this �! - day of M4,ed 2022. My commission expires: a Z�Z3 PROpsT.,,, :'NPUa c ••.• Q; rotary Public aAo"�9 ID No. M111WI p1RES : 7 202200003040.005 SCHEDULE A Parcel One: All that certain lot or parcel of land, with improvements thereon and appurtenances thereto, situated in the County of Albemarle, Virginia, containing 8,135 square feet, more or less, shown as Lot 28, Section K2C-11, Phase 3, of Glermore Highlands Subdivision, on a plat by Roudabush, Gale & Associates, Inc., entitled "Subdivision and Easement Plat Section K2C-Il, Phase 3, Glenmore Subdivision, Scottsville District, Albemarle County, Virginia". dated March 9, 2020 and recorded in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 5351, beginning at page 306; BEING a portion of the land conveyed to Glenmore Partners, LLC, a Virginia limited liability company, by deed of Piedmont Neighborhoods LP, a Virginia limited partnership, dated November 20, 2015, recorded November 24, 2015, in the Clerk's Office of the Circuit Court of the County of Albemarle, Virginia, in Deed Book 4698, page 476. Parcel Two: All that certain lot or parcel of land, with improvements thereon and appurtenances thereto, situated in the County of Albemarle, Virginia, containing 9.119 square feet, more or less, shown as Lot 40, Section K2C-II, Phase 2, of Glenmore Highlands Subdivision, on a plat by Roudabush, Gale & Associates, Inc., entitled "Subdivision Plat Section K2C-II, Phase 2 Glenmore Subdivision Scottsville District Albemarle County, Virginia), dated August 30, 2018, revised February 6, 2019, and recorded in the Clerk's Office of the Circuit Court of the County of Albemarle, Virginia, in Deed Book 5136, beginning at page 581; BEING a portion of the land conveyed to Glenmore Partners, LLC, a Virginia limited liability company, by deed of Piedmont Neighborhoods LP, a Virginia limited partnership, dated November 20, 2015, recorded November 24, 2015, in the Clerk's Office of the Circuit Court of the County of Albemarle, Virginia, in Deed Book 4698, page 476. INSTRUMENT # 2022000030" RECORDED ALBEMARLE CO CIRCUIT COURT CLERICS OFFICE Mar 10, 2022 AT 03:29 pm .ION R. ZUG. CLERK by MEB S330.00 GRANTOR TAX WAS PAID AS REQUIRED By SEC 58-102 OF THE VA. CODE STATE: $165.00 LOCAL: $165.00 202000008979.001 VIRGINIA LAND RECORD COVER SHEET Commonwealth of Virginia VA. CODE §§ 17.1-223,-227.1, -249 FORM A — COVER SHEET CONTENT Instrument Date: _P1_3/2020 ............................................. Instrument Type:.D.F..C.R.L............................................... Number of Parcels: ...... 1 ....... Number of Pages: ...... 12 ...... [ ] City [X] County ALBEMARLE ................................................................. CIRCUrr COURT Tax Exempt? VIRGINIAIFEDERAL CODE SECTION [ ] Grantor: ...................................................................................... ] Grantee: ...................................................................................... Busmess/Name �.......... X Grantor: .GLENMORE. PARTNERS LLC,,.,„ ................. Grantor:............................................................................. ..... 1.......... X Grantee: GLENMORE_PARTNERS_PLC..... Grantee: RECORDED IN ALBEMARLE COUNTY, VA JON R. ZUG cotc�RCL11T GOURT FILED Jul 16, 2020 AT 11:04 am BOOK 05351 START PAGE 0300 END PAGE 0313 INST #! 202000008979 TOTAL NUM PAGES 0014 MEE (Area Above Reserved For Deed Stamp Only) Grantee Address Name: .GLENMORE, PARTNERS,PLC...................................................................................................................................................................... Address: P.O._60X_645 City:.CHARLOTTESVILLE ................. State:..._MA.... Zip Code: .................. Consideration:.$0.0P........................ Existing Debt:$0.P0............................. Actual Value/Assumed: IMP .......................... PRIOR INSTRUMENT UNDERe§ 58.I-803(D): . Original Principal:.'I.0•00........................... Fair Market Value Increase:.Y0.00............................. Original Book No-: ... .................................... Original Page No.:........................................ Original Instrumeat No.:.......................... Prior Recording At: [ ] City [X] County ALBEMARLE ......................... Percentage In This Jurisdiction: .I00%........ " Book Number:. _4..946............... Page Number:... 11 ................ Instrument Number:................ Parcel Identification Number/Tax Map Number:.993A5-R1...................................................... I...... . .......................................................... Short,Property Description: SECTION_IC2C-11,_PHASE_III, GLENMORE,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, SUBDIVISION CurrentProperty Address: ...................................................................................................................................... 6 .......................................................... City:_KESNICK.................................................... State:...VA.... Zip Code:................22.947............ Instrument Prepared By: BRIAN_S._JOHNSON,,,,,,,,,,,,,,,,,,,,,,,,,, Recording Paid By: WOODS ROGERS PLC .................................................... Recording Returned To: WOODS,ROGERS_PLC.(BSJ).............. ....................... Address: _123_EAST_MAIN_STREET,.._STH FLOOR ........................................................................................................................................................ City:!;"RLOT.rESVILLE ............................ State: ..... VA...:. Zip Code: ................. 2290............. .F064CC-1570(MASTER,PAGEONEOF ONE 0 Copyright 2014 Office of the Executive Secretary, Sul Cover Sheet A 202000008979.002 PREPARED BY BRIAN S. JOHNSON, VSB 474484 WOODS ROGERS PLC 123 East Main Street, 5 h Floor Charlottesville, Virginia 22902 TAX MAP: 093A5-RI (Residue III) GLENMORE HIGHLANDS SECOND SUPPLEMENT TO THE DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS This Second Supplement to the Declaration of Covenants, Conditions and Restrictions for Glenmore Highlands is made as of this I3th day of July, 2020, by GLENMORE PARTNERS, LLC, a Virginia limited liability company, hereinafter referred to as the "Declarant", RECITALS: WHEREAS, the declaration of Covenants, Conditions and Restrictions for Glenmore Highlands, Section K2C-II Phase 1 Glenmore Subdivision, Scottsville District, Albemarle County, Virginia (the "Declaration") is recorded in the Clerk's Office of the Circuit Court of Albemarle County, Virginia (the "Clerk's Office) in Deed Book 4946 page 11; and WHEREAS, a First Supplement to the Declaration is recorded in Deed Book 5136 page 573 in the Clerk's Office in order to impose the easements, covenants, conditions and restrictions of the Declaration on those lots shown on a plat of Roudabush, Gale & Associates, Inc., dated August 30, 2018 and last revised February 6, 2019, entitled Subdivision Plat, Section K2C-II, Phase 2, Glenmore Subdivision, Scottsville District, Albemarle County, Virginia; and WHEREAS, it is the desire of the Declarant to impose the Declaration's easements, covenants, conditions and restrictions on that certain parcel or parcels (the "Additional Property") shown on a plat of Roudabush, Gale & Associates, Inc.., dated March 9,.2020 and last revised June 4, 2020, entitled Subdivision and Easement Plat, Section K2C-II, Phase 3, Glenmore Subdivision, 202000008979.003 Scottsville District, Albemarle County, Virginia (the "Phase 3 Plat")! said Phase 3 Plat being i attached hereto, recorded along with, and made a part hereof; and that the Additional Property shall be held, conveyed, acquired and encumbered by the easements shown on me Phase 3 Plat; and WHEREAS, it is further the desire of the Declarant to reserve for itself and its successors and assigns the easements described in this Second Supplement to the Declaration; and WHEREAS, pursuant to Article VIII, General Provisions Section 8.05 of the Declaration, the Declarant has the power to annex additional real property into the Property on or before June 26,2022. NOW .THEREFORE, the Declarant hereby declares that all of ;the Additional Property is and shall be held, occupied, encumbered and conveyed subject to the easements, covenants, conditions and restrictions set forth in said Declaration of record in the said Clerk's Office in Deed Book 4946, page I I, as said Declaration was amended by the First Supplement to the Declaration recorded in Deed Book 5136 page 573, and. FURTHER, Declarant does hereby grant and convey to itself and its successors and assigns the following easements as described in the Site Plan and as shown oni the Phase 3 Plat: (1) the Extension of Drumin Road 50' Private Access Easement and the New Burleigh Court 50' Private Access Easement (said private access easements to be established, utilized and maintained pursuant to the, terms of Section 9.10,of the Declaration); and (2) the Variable Width Storm Sewer Easement (said .easement to be' established and maintained pursuant to the temts of Section 9.05 of the Declaration). 4 202000008979.004 IN WITNESS WHEREOF Glenmore Partners, LLC has caused as of the date first written above. GLENMORE PARTNERS, LLC name to be signed hereto By: Red Dirt Developments, LLC, its manager By: Name: Je W. Achenbach Title: anager COMMONWEALTH OF VIRGINIA AT LARGE CITY/6AbtP]TY OF ,�`lGi /lo%f is ✓i �(Uo-wit: The foregoing instrument was acknowledged before me by JESS W. ACHENIJACH, Manager of Red Dirt Developments, LLC, Manager of Glenmore Partners, LLC, this /G Lday of July, 2020. My commission expires ..PR.oS �: NOTAR.• Y PUBLIC n REG. #101449. Q O : MY CO EXW. PIRESION: Z 15, JUNE ' AL VA Notary Public ID No. Id / `-Iqf 202000008979.005 UNION SERVICE CORPORATION, Trustee By: �Q�4 tP.< J az44'--" Name: Laeg_ W Title: //iee- iPS" o COMMONWEALTH OF VIRGINIA CITY/COUNTY OF Q Z bj a o c_ to -wit: Th` oin instruction was acknowledged befor me this Sday of July, 2020, by of Union Service Corporation, on behalf of the. corporation. My commission expires 3/ h a-3 7REREfiRA MSRENNA _ Nsttry RuCIIs CommanwesRh of Virginia 3fi6611 My Commissiai Exptrn OBy31/Zfi27 Notary Public IDNo.: k,--3,ee0(P4/ 202000008979.006 ACKNOWLEDGEMENT AND CONSENT OF LIEN HOLDER The undersigned hereby acknowledge and consent to the recordation of the foregoing Second Supplement to the Declaration of Covenants, Conditions, Restrictions and Easements for GLENMORE HIGHLANDS (the "Declaration") and to the imposition of the covenants, conditions and restrictions set forth ,therein upon the Property and expressly acknowledge and agree that the lien, operation and effect of the deed of trust recorded for the benefit of each of the undersigned is hereby made subordinate to this Declaration and any supplements. The undersigned have joined herein solely for the purposes set forth above and for no other or further purposes whatsoever. The undersigned expressly disclaim any liability or obligation whatsoever with regard to the preparation, drafting, substance or content of this Declaration. ATLANTIC UNION BANK By: Wj Name: I U 4 T Lt1, Say Title: Sr, ce PrPsrdP"f COMMONWEALTH OF VIRGINIA CITY/COUNTY OF aL ky to -wit: The foregoing instrument was acknowledged befo me this day of July, 2020, by �Ir e-xy_5 of ATLANTIC UNION BANK, on behalf of U Bank. My commission expires: THERESA A, MCKENNA Notary Public xmmVFaat Cammonuroalth o1Virginia ID No.:C 7/0 () b C/ 360611 My Commission Expires 08131/2023 202000008979.014 iy INSTRUMENT # 202000008979 RECORDED ALBEMARLE CO CIRCUIT COURT CLERICS C Jul 16, 2020 AT 11:04 am JON R. ZUG, CLERK by MEB BOOK 05351 PAGE 0300 - 00313