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HomeMy WebLinkAboutSUB201700090 Material Inspection Reports 2020-10-27NT PROJECT PLANNING SHIMP LAND ENGINEERINGa C� Sparrow Hill PH1 - PH-2 SUB 201700090 - WPO 201700058 As -Built Plan Revised 10/27/2020 Material Inspection Reports CBR Reports Field Report 4-13-18 Sample PU M Report Date: 6/5/2018 Various Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet, VA 22932 Adelaide Cville LLC 71 WO015 Phone: 434-823-5154 250 W Main St Sparrow Hill Fax: 434-823-4764 Charlottesville, VA 22902 5400 Rockfish Gap Turnpike Charlottesville, VA 22903 Date: 04/13/2018 Location: Jobsite Category: Soils/Earthwork Location Details: cut areas, to be used as fill Coverage: Sample Retrieval Type: Observation Frequency: Periodic Weather: Sunny Air Temp. (deg. F): 80 F&R Personnel: Butler, Jason , Senior Technician Description of Work Completed Nork Completed: The F&R representative arrived onsite, as requested, to obtain a soil sample for testing. 7etermination: As Specified Page 1 of 1 � � 4 GEO-TERRAIN ORGANIZATION, INC. "YOUR GOALS FOUNDED ON OUR INFORMATION" April 19, 2019 Adelaide Cville, LLC Attn: Kyle Redinger 250 West Main Street Suite 201 Charlottesville, Virginia 22902 RE: California Bearing Ratio Test Results Sparrow Hill Subdivision COT Albemarle County, Virginia GTO Project No.:19G-282-062 Dear Mr. Redinger: As requested, Geo-Terrain Organization, Inc. (GTO) has obtained representative samples of pavement subgrade soils at locations estimated using the civil engineering consultant produced plans for the Sparrow Hill subdivision at the above referenced project. Samples were obtained where feasible based upon previous investigation and California Bearing Ratio (CBR) tests were performed to verify the required pavement design thicknesses for the proposed development. The testing includes the subdivision roads known as Road A and Road B. all. Design parameters were established based upon the traffic count provided by the civil engineering consultant and laboratory testing performed on samples of proposed subgrade soils. The following results were obtained by performing CBR testing in general accordance with Virginia Test Method (VTM) 8. > The soils on site generally classify as sandy silts, with traces to little gravel and rock fragments, and mica. As tested, these materials have an average soil support values, confirmed by an average CBR value of 6.6. > In paved areas, the soil up to six (6) inches below planned subgrade elevationsfor controlled fills should be compacted to ninety five percent (95%) of its maximum dry density as determined by VTM-1 (AASHTO T-99) Specifications. The final six (6) inches up to subgrade should be compacted to at least one hundred percent (100%) of its maximum dry density. Moisture contents of the subgrade should conform tothe moisture specifications set in the VDOT Road and Bridge Specification manual. > Any sidewalk, curb and gutter, and driveway areas should also be treated as above. > The following recommended pavement section is based on the VDOTVaswani design method for 1 ❑O-A INTERSTATE BUSINESS PARK FREDERICKSBURG, VA 22405 •OFFICE: 54O.366-57Z40 FAX: 540•3aa•5725 Adelaide Cville, LLC Re: California Bearing Ratio Test Results Sparrow Hill Subdivision COT April 19. 2019 Page 2 Secondary Road Pavement, using the above mentioned average CBR value of 6.6. This value should be representative of the soils that may be encountered at pavement subgrades. The resiliency factor for the soil, given by the site location in Albemarle County and soil classifications, is 1.5, and the thickness equivalency factor used is 1.67. The design traffic volume is estimated to be 350 vehicles per day, one direction, for Road A, and 100 vehicle per day, one direction, for Road B. This traffic volume was assumed to contain five (5) percent heavy truck traffic. If plans indicate heavier the pavement sections than the ones listed below, the plan pavement sections should be utilized. Pavement Sections for Road A: Asphaltic Concrete Surface Course, VDOT SM-9.5 3.0 inches Aggregate Subbase Course, VDOT 21A or B 8.0 inches Pavement Sections for Road B: Asphaltic Concrete Surface Course, VDOT SM-9.5 2.0 inches Aggregate Subbase Course, VDOT 21A or B 6.0 inches > Subgrades that have been exposed to weather changes or disturbances should be scarified approximately six (6) inches and recompacted to 100% of Maximum Dry Density immediately prior to the placement of the aggregate base course. The roadway subgrade is also subject to proofroll utilizing a fully loaded tandem axle dump truck or similar pneumatic tire equipment to verify stability prior to the placement of the aggregate base course. Thank you for the opportunity to assist you in this capacity. If you have any questions regarding this letter, please do not hesitate to contact our office. v Geotechnical Engineer Q/GTO Documents/GTO Geotechnical 2019/19G-282-062/Sparrow Hill CBR Letter 4-19.19.coc VINIDklIA . Mnoo 21WI 3g,V .wl.cramrvwmaw�v 6 3a 77IHA�10?I?I6'dS .�d`Y%Yft'S '+ 1 gb �� s M9/AXZIONOIS/A�09/I5 uoa eiw-ro rvouoneuervoo �rw � ° J - ..... ..r.-. ....dy .�,... ................. _J IS fill 1 1 1-'1-%'.YI: k\\%j I U,e Fell-Mmawlials w E r Ln LLI aLu Virginia Department of Transportation - Pavement Design Guide C 1996 (rev2000) Appendix IV Flexible Pavement Design Worksheet for New Subdivision Streets This sheet is intended for use and submission in conjunction with VDOT's Subdivision Street Subdivision Street Name Developer �E Phone: Y.? '- Yet ,1,J ADT Projected traffic for the street segment considered, as defined in the Subdivision Street Requirements. CBRD 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 VDOTDistrict Materials Engineer EPT Equivalent projected traffic HCV Number of Heavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more tires). %HCV Percentage ofthe 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 = CBRD x RF) DP Thickness index of proposed pavement design computed by the Conventional Pavement Design Method Da Thickness index required, based on Design ADT and SSV, determined by Appendix It. S.teP.a etetvun�estgnADTi Step,3 " uDetertnlne Design Values BR; RF grid SSV A,>_. ADT �50 Camnl. nno _ -- %HCV=100xHCVxADn _ ♦ S ^+ 2 r•1 F' Source Value or /p Table 1 20 x HCV Note: For # 3 / Appendix I Note: For %HCV ❑ 5%, use ADT %HCV>.%, EPDADT `% DNS a roved RF /• $ For preliminary deaigns, use the lowest RF #R value in the equation Design ADT Use greater ofADTorEPT 3S CBRD x RF. x Step 3fPavement Design (Check appropriate box and show proposed pavement design below.) ❑ (A) Limited to Design ADT S 400 . Show Pavement material notations and thickness from Appendix IL' Tablcs A zrd B. -••------------- ......................................... ........ ❑ (B) Show pavement section as developed in the Pavement Design Guide. (See Appendix III for mate ial notationsand thickness equivalency values (a)). Gon ADDendix B I_ Description of Proposed Pavement Section -Material Notation Thickness, h s a x h) Surface 41AFtCk 6ASf�f 9 3•0 / S p1 Base 2G. Z(/} $ U /•t) $•v Subbase I_ Dp must equal or exceed the value of DR. Dp = z(a x h) _ /3.0 26 Virginia Department of Transportation - Pavement Design Guide C 1996 (rcv2000) Appendix IV Flezible Pavement Design Worksheet for New Subdivision Streets This sheet is intended for use and submission in conjunction with VDOT's Subdivision Street Recuiremenre County Date:. / If b/ Subdivision Street Name i2s,a,! Developer c s < v� C Phone: Yf - _ (9' ADT Projected traffic for the street segment considered, as defined in the Subdivision Street Requirements. CBRo Design CBR = Average of CBRT x 2/3 and modified only as discussed in the Pavement Design &aide. 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. trucks, 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. SS V Soil support value of subgrade (SS V = CBRn x RF) DP Thickness index of proposed pavement design computed by the Conventional Pavement Design Method Dec Thickness index required, based on Design ADT and SSV, determined by Appendix II. rrRT"u �T to °' Step 2,"Determine Design Values eterm rim, estgrt - -•�.- � f c r'� :- CBR,�'RF�arid SSV '"'S' ADT IO0 sample I DER, Factor 41 —Resiliency -7. t Source Value %HCV = 100 x HCV x ADT) 2 6 Table 1 / or 20 x HCV Note: For # 3 Appendix I /. 0 # ` , 7 DME roved RF a Note: For %HCV ❑ 5%, use ADT %HCV>S%, EP�ADT # For preliminary designs, fie the lowest RF value in the equation Design ADT Use greater of ADT or EPT lbo CBRT x RF - Step3`.`Pavement'Design (Check appropriate box and show proposed pavement design. bel3w.) ^---�t- 4.i (A) Limited t0 Design ADT 5 400 -Show pavement material notatiors and thickness from Appendix IV Tabies A and B. _______________________------------------------------------------------------- .--- ............................................. ❑ (B) Show pavement section as developed in the Pavement Design Guide. Da = 4.6 (See Appendix III for material notation and thickness equivalency values (a)). from Appendix B Description of Proposed Pavement Section -Material Notation Thielanee°, h a (a z h) Surface I t "r4k 1.67 ?i. iily Base 2!A 6.0 (.o (•U Subbase Dp must equal or exceed the value of DR. Dp = E(a x h) = 9 3 f 26 BEARING RATIO TEST REPORT VTM-008 (2005) oz 501 c of 0 1 0.8 ).6 1.4 z 0 Penetration Depth (in.) Elapsed Time (hrs) - Molded -- - ---------- ---- Density Poreont of Moisture (Pan Max. Dew. (%) Soaked Density Pereentof Mobture (pe) Max. Dens. (%) _ CBR (%) - -- 0.10 In. 0.20 In. Lbws Correction (in.) ureharae (Ies4 Max. Swell (%) 1 7.9 100 16.2 107.0 99.2 23.3 7.1 7.0 0.000 10 0.9 t0I 3- - - -- -- ---- - - - --- - --- - - ----- Material Brown sandy Silt, trace mica and gravel Project No: 19G-282-062 Project: Sparrow Hill Subdivision COT Source of Sample: Intersection of Road A and US 250 Sample Number: I Depth: subgrade Date: 4-19-19 BEARING RATIO TEST REPORT Geo-Terrain Organization USCS Dena. Moisture ILL PI inert% ML 107.9 16.2 0 0 Test Description/Remarks: Standard Proctor Compaction Figure Moisture -Density Relationship Test 115 110 -- � 105 0 ----- - -- o — - ------ -- C 0 100 95 90 --- —---------- -- — ----- ZAV for Sp.G. _ 2.65 — — — —. ----- ------ ------ - - ----- ---- — -- 3 8 13 18 23 28 33 Water content, % —f-- Rock Corrected —o-- Uncorrected Test specification: ASTM D 698-91 Procedure A Standard ASTM D4718-15 Oversize Corr. Applied to Each Test Point Elevl Depth Classification Nat. Moist Sp.G. LL PI %> #4 %< No.200 USCS AASHTO subgrade NIL A-4(0) 16.6 2.65 0 0 3.7 62.8 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 107.9 pcf 106.4 pcf Optimum moisture = 16.2 % 16.8 % Brown sand;Silt, trace mica and gravel Project No. 19G-282- Client: Adelaide Cville, LLC Project: Sparrow Hill Subdivision COT e Source: Intersection of Road A and US 250 Sample No.: 1 Remarks: Figure Geo-Terrain Organization 1 Particle Size Distribution Report :Ali � aN o�l� I� YAI ��uu■ 911�11.q��fl�l■I�j '�y�I N■I�I�Y�Y�1■■Y ■ ,III In��NNA�I�I■ ,�vl� Ndl IA�IB�Y��I■NI II■ �111�1 �II�IIId■I 1■ �I�IN�IY�I��I�1■IIYI� _Coarse Flna Coarse Medium Fine I Silt Clav SIEVE SIZE PERCENT FINER SPEC.' PERCENT PASS? (X=NO) .375 100.0 #4 96.3 #10 92.1 #40 76.9 #200 62.8 15.2 14.1 Material Description Brown sandy Silt, trace mica and gravel Atterberg Limits PL= 0 LL= 0 PI= 0 Coefficients D90= 1.5092 D85= 0.9034 D60= D50= D30= D15= D10= CU= Cc= Classification USCS= ML AASHTO= A-4(0) Remarks - (no specification provided) Source of Sample: Intersection of Road A and US 250 Depth: subgrade Sample Number: I Date: 4-19-19 Client: Adelaide Cville, LLC Geo-Terrain Organization Project: Sparrow Hill Subdivision COT BEARING RATIO TEST REPORT VTM-008 (2005) 200 2 160 1.6 a u 120 1.2 C In In ll' N O i:. A 80 0.8 d d a 40 0.4 0 0 0 0.1 0.2 0.3 0.4 0.5 0 24 48 72 96 Penetration Depth (in.) Elapsed Time (hrs) Molded F�lpztty Soaked _ _ _ CBR (%) Linear tlY Surcharge Max. Percent of Moisture Densky Percent of Moisture 0.101n. 0.201n. Correctlon (Ibs.) Swell Max. Dane. (%) (pen Max. Done. (%) (in.) M) 1 O 106.2 99.8 15.1 105.0 98.7 23.1 6.4 6.3 0.000 10 1.2 2 0 3 ❑ Material Description USCS Max. Dens. Optimum Moisture i LL PI Brown sandy Silt, trace gravel, mica, and clay ML 106.4 15.0 39 3 Project No: 19G-282-062 Test Description/Remarks: Project: Sparrow Hill Subdivision COT Standard Proctor Compaction Source of Sample: in front of Lots 30 and 31 on Road A Sample Number: 2 Depth: subgrade Date: 4-19-19 BEARING RATIO TEST REPORT Geo-Terrain Organization Figure Moisture -Density Relationship Test 115 110 105 d 0 100 95 90 � ZAV for Sp.G. _ 2.65 _ -- 2 7 12 17 22 27 32 Water content, % f - Rock Corrected —p— - Uncorrected Test Specification: ASTM D 698-91 Procedure A Standard ASTM D4718-15 Oversize Corr. Applied to Each Test Point Elev/ Depth Classification Nat Moist. Sp.G. LL PI %> #4 %< No.200 USCS AASHTO subgrade ML A-4(3) 17.9 2.65 39 3 1.1 70.1 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 106.4 pcf Optimum moisture = 15.0 % 105.9 pcf 15.2 % Brown sandy Silt. trace gravel, mica, and clay Project No. 19G-282- Client: Adelaide Cville, LLC Project: Sparrow Hill Subdivision COT o Source: In front of Lots 30 and 31 on Road A Sample No.: 2 Remarks: Figure Geo-Terrain Organization 10( 9C 8C 7C 60 50 40 30 20 10 0 Particle Size Distribution Report I I � I� Vnll I�IIII�N� ��� ■I� l��YI�II�II� 1�1�11� I�IYII� ICI �I��fl6�IN III�II�IN Ifl��l�l�I�A III■■ GRAIN SIZE - mm Vo+3. I Coe eG��IFine �Coane Med um nA Fine - slit %Flnee Clay —� 0.0 0.0 1.1 7.6 6.7 % 14.5 70.1 SIEVE ! PERCENT SIZE FINER 1 SPEC.* PERCENT ' PASS? (X=NO) .375 100.0 #4 98.9 #10 91.3 #40 84.6 #200 70.1 Material Description Brown sandy Silt, trace gravel, mica, and clay Atterberg Limits PL= 36 LL= 39 PI= 3 Coefficients D90= 1.6783 D85= 0.4642 D60= D50= DgO= D152 D10= Cu= Cc= Classification USCS= ML AASHTO= A-4(3) Remarks - (no specification provided) Source of Sample: In front of Lots 30 and 31 on Road A Depth: subgrade Sample Number. 2 Date: 4-19-19 Client: Adelaide Cville. LLC Geo-Terrain Organization project: Sparrow Hill Subdivision COT BEARING RATIO TEST REPORT VTM-008 (2005) 200 f 180 o.a 120 0.8 e N C O N 80 0.4 m c s 40 0.2 0 0 0 0.1 0.2 0.3 0.4 0.5 0 24 48 72 96 Penetration Depth (in.) Elapsed Time (hrs) Molded F7W(P�"01)ty Soaked -- CBR (°/6) _ _ LinearityMax. surchage fMoistue- Parasnt of Molaturo Denshy Pax.Dos. M D.10 in. 0.20 in. Correction Ilbs.l Swell Max. Dens. (%) (pcf) Max. Dens. (•4) M) (in.) (,6) 1 0 110.8 100.1 15.5 109.9 99.2 21.2 8.1 7.6 0.000 10 0.9 20 -- --- ---- --- ---- - ---- - - - - - - - - 3 0 Material Description USCS Maz. Dana. Optimum Molatum LL PI Gray and Brown silty fine to coarse grained Sand, trace gravel, mica, and % clay SM 110.7 15.4 33 6 Project No: 19G-282-062 Test Description/Remarks: Project: Sparrow Hill Subdivision COT Standard Proctor Compaction Source of Sample: Intersection of Road A and Road B Sample Number: 3 Depth: subgrade Date: 4-19-19 BEARING RATIO TEST REPORT Geo-Terrain Or anization Figure Moisture -Density Relationship Test 118 113 108 0 n T C (D 103 - _. ._____-_ - _.-- _.-_-_ �. ---------- ______�_,_ 98 93 ---- — -- -------- - ZAV for Sp.G. _ 2.65 3 8 13 18 23 28 33 Water content, % f - Rock Corrected --0— - Uncorrected Test specification: ASTM D 698-91 Procedure A Standard ASTM D4718-15 Oversize Corr. Applied to Each Test Point Elev/ Depth Classification Nat. Moist. Sp.G. LL PI %> #4 %< No.200 USCS AASHTO subgrade SM A-4(1) Il:? 2.65 33 6 4.9 49.6 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 110.7 pcf Optimum moisture = 15.4 % 108.8 pcf 16.0 % Gray and Brown silt) fine to coarse grained Sand, trace gravel, mica, and clay Project No. 19G-282- Client: Adelaide Cville. LLC Project: Sparrow Hill Subdivision COT o Source: Intersection of Road A and Road B Sample No.: 3 Remarks: Figure Geo-Terrain Organization Particle Size Distribution Report 90 80 70 60 50 40 30 20 10 0 GRAIN SIZE - mm %+3" %Gravel%Sand %Fines Comma Fine Coarse Medium Fine _ silt Clay 0.0 1 0.0 4.9 � 6.3 6.2 33.0 1 49.6 SIEVE SIZE PERCENT FINER SPEC.* PASS? PERCENT (X=NO) .375 100.0 #4 95.1 #10 88.8 #40 82.6 #200 49.6 Material Description Grey and Brown silty tine to coarse grained Sand, trace gravel, mica, and clay Atterberg Umits PL= 27 LL= 33 Pl= 6 Coefficients D90= 2.4529 D85= 0.5872 D60= 0.1172 D50= 0.0763 D30= D15= D10= Cu= CC= Ciassification USCS= SM AASHTO= A4(1) Remarks (no specification provided) Source of Sample: Intersection of Road A and Road B Depth: subgrade Sample Number: 3 Client: Adelaide Cville, LLC Geo-Terrain Organization Project: Sparrow Hill Subdivision COT Date: 4-19-19 BEARING RATIO TEST REPORT VTM-008 (2005) 200 2 160 6 y 6 v 120 1.2 c O rn Y V 80 0.8 m a ao 0.4 0 0 0 0.1 0.2 0.3 0.4 0 24 48 72 96 0:5 Penetration Depth (in.) Elapsed Time (hrs) ked - CBR (%) Linearity Surcharge Density Percenolded t of Moisture Density Percent of Moisture 0.10 In. 0.20 In. Correction (lbs.) Swell (Pcf) Max. Dens. I%) (pefl Max. Dens. (%) (in.) 1%) 1 O 95.3 100.3 22.4 93.8 98.8 28.3 4.7 4.5 0.000 10 1.6 2 � -- - - - --- - -- -... - -- --- - -- - - - ---- Material Description uses Max. Dens. Optimum Moisture LL PI MH 95.0 22.3 54 10 Reddish Brown sandy elastic Silt, trace gavel Project No: 19G-282-062 Test Description/Remarks: Project: Sparrow Hill Subdivision COT Standard Proctor Compaction Source of Sample: Near Cul-de-Sac of Road B Sample Number: 4 Depth: subgrade Date: 4-19-19 BEARING RATIO TEST REPORT Geo-Terrain Organization Figure Moisture -Density Relationship Test 103 98 i 93 I I I n c a 88 - --- - - - -- - ... - - ZAV for Sp.G. _ 2.65 --- — - - - ---- i 83 78 i -------------- 5 10 15 20 25 30 35 Water content, % ---0-- Rock Corrected -0- Uncorrected Test specification: ASTM D 698-91 Procedure A Standard ASTM D4718-16 Oversize Corr. Applied to Each Test Point Elev/ Depth Classification Nat Moist Sp.G. LL PI %> #4 %< No.200 USCS AASHTO subgrade MH A-5(15) 23.2 2.65 54 10 0.5 90.0 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 95.0 pcf Optimum moisture = 22.3 % 94.8 pcf 22.4 % Redd sh Brown sandy elastic Silt, trace gravel Project No. 19G-282- Client: Adelaide Cville. LLC Project: Sparrow Hill Subdivision COT o Source of Sample: Near Cul-de-sac of Road B Sample Number: 4 Remarks: Figure Geo-Terrain Organization to( 9C 8C 7C w 6C Z LL Z 5C w U I 4C 3C 2C 10 9 Particle Size Distribution Report _E au mn■ �i ��i�■ qua %+3" %Gravel _ %Sand %Fines Coarse Fine Coarse Medium Fine Slit C 0.0 0.0 0.5 0.6 0.8 8.1 90.0 SIEVE SIZE PERCENT FINER SPEC.' PERCENT PASS? (X=NO) .375 100.0 #4 99.5 #10 98.9 #40 98.1 4200 90.0 Material Description Reddish Brown sand) elastic Silt. trace gravel Atterberg Limits PL= 44 LL= 54 PI= 10 Coefficients D90= D85= D60= 050= D30= D15= D10= Cu= CC= Classification USCS= MH AASHTO= A-5(15) Remarks - (no specification provided) Source of Sample: Near Cul-de-Sac of Road B Depth: subgrade Sample Number: 4 Cllent: Adelaide Cville. LLC Geo-Terrain Organization , ProjeCt: Sparrow Hill Subdivision COT Date: 4-19-19 Subgrade Base Compaction Test Reports t A 4 GEO-TERRAIN ORGANIZATION, INC. "YOUR GOALS FOUNDED ON OUR INFORMATION" April 1, 2019 Adelaide Cvllle, LLC Attn: Kyle Redinger 250 West Main Street Suite 201 Charlottesville, Virginia 22902 RE: Roadway Soil Subgrade Testing Sparrow Hill Subdivision COT Albemarle County, Virginia GTO Project No.: 19G-282-062 Dear Mr. Redinger: As requested, an engineering representative of Geo-Terrain Organization, Inc. (GTO) has visited the above referenced project site on several occasions to check the soil subgrade conditions and backfill in the cul-de-sac area of Road 'S'. Observations included the stability of the proposed subgrade under dynamic loading (proofroll) for the entire length of Road 'B', as well as compaction testing in general accordance with Virginia Department of Transportation requirements. Our staff has exercised the degree of care normally associated with a project of this type. All inspections were performed in general accordance with 2012 IBC Section 1704 requirements for special inspections. A fully -loaded, pneumatic -tired tandem axle dump truck was observed on -site at proposed subgrade elevations and stone base elevations to proofroll the proposed roadway. Minimal deflection and rutting within this cut to grade subgrade section of the proposed roadway was observed. This observation indicates an acceptable condition for the roadway subgrade. GTO personnel checked the in -place density of the soil subgrade. The subgrade soils were checked by our laboratory for maximum dry density. In addition, field density testing using nuclear methods (ASTM D2922) were performed to check backfill placement. Test results Indicate soil subgrade as of March 291", 2019 appears to conform to project specifications with regards to in -place density. Please see the field test results listed below and the attached laboratory data sheets enclosed for additional Information. Summary of Soil Subgrade Density - Road 'B' Location Elevation. Dry De Moisture Maximum Density Percent (°�) Compaction Station 15+50 -2' 103.9 17.8 107,6 96.6 100-A INTERSTATE BUSINESS PARK FREDERICKSBURG, VA 22405 0 OFFICE: 540.368.5724 • FAX: 540-368.5725 Adelaide Cville, LLC Re: Roadway Soil Subgrade Testing Sparrow Hill Subdivision COT April 1, 2019 Page 2 Station 15+25 1, 105.5 17.0 107.6 98.0 Station 15+50 0 107.5 16.9 107.6 99.9 Based upon the laboratory test results (107.6 pcf maximum dry density, 16.1 percent optimum moisture), and field test results, it appears the soil subgrade for Road 'B' has been prepared to a satisfactory condition with regards to soil density and moisture. Thank you for the opportunity to assist you in this capacity. If you have any questions regarding this letter, please do not hesitate to contact our office. Respectfuhsu ed, Yeeotec ica�ngineer CATO Document Folder/GTO Geotechnical 2019/19G-281 66"2/Road B Backfill Letter 41-19.doc - IN1 11 10 1M U F, 87 Moisture -Density Relationship Test :AV for Sp.G. _ 2.65 10 15 20 25 30 35 Water content, % --9— - Rock Corrected -o- - Uncorrected Test specification: ASTM D 698-91 Procedure A Standard ASTM D4718-15 Oversize Corr. Applied to Each Test Point Elev/ Classification Nat. %> off, Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 -3, 16.7 2.65 7.58 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 107.6 pcf 104.5 pcf Brown sandy Silt. trace gravel and mica Optimum moisture = 16.1 % 17.3 % Project No. 19G482- Client: Adelaide Cville, LLC Remarks: Project: Sparrow Hill Subdivision COT c Source of Sample: Backfill for Road'B' Sample Number: A Geo-Terrain Organization Figure 2 ----------------- r --- --- --- - --- ---------- -- 5 Stone Depth Compaction Reports A * A GEO-TERRAIN ORGANIZATION, INC. "YOUR GOALS FOUNDED ON OUR INFORMATION" May 24, 2019 Adelaide Cville, LLC Attn: Kyle Redinger 250 West Main Street Suite 201 Charlottesville, Virginia 22902 RE: Stone Subbase Depth and Compaction - Road 'B' Sparrow Hill Subdivision COT Albemarle County, Virginia GTO Project No.: 19G-282-062 Dear Mr. Redinger: As requested, an engineering representative of Geo-Terrain Organization, Inc. (GTO) has visited the above referenced project site on various occasions to check the Virginia 21A stone base conditions for the new Road 'B' subdivision street. Our staff has exercised the degree of care normally associated with a project of this type. On May 21st, 2019, GTO personnel observed the stone base already placed. The stone subbase area was proofrolled using the available fully loaded, tandem axle on -road dump trucks delivering stone to the site and observed by GTO personnel. In addition, thickness was checked at the proposed compaction test locations and was found to be in excess of eight inches at every location. The area appeared to be stable and sufficiently prepared to test for in -place density. GTO personnel checked the stone base placement. The Virginia 21A stone was tested for maximum dry density using the one -point proctor method (VTM-12), resulting in a weight of 146.0 pounds per cubic foot at an optimum moisture of 7.8 percent. In addition, field density testing using nuclear methods (ASTM D2922) were performed to check backfill placement. Test results indicate stone base as of September 31a, 2019 appears to conform to project specifications with regards to in -place density. Please see the field test results listed below for additional information. Summary of Stone Base Density - Road 'B' Elevation Dry Location Below Density Moisture Maximum Percent Station Base Elev. (pcf) (%) Density Compaction (ft) (pcf) 10+75 0 140.2 7.0 1 146.0 96.0 12+25 0 145.6 7.4 146.0 99.7 13+75 0 141.5 6.4 146.0 96 9 i 00-A INTERSTATE BUSINESS PARK FREDERICKSBURG, VA 22405. OFFICE: 540-368.57240 FAX: 540.368.572; Adelaide Cville, LLC Re: Stone Subbase Depth and Compaction - Road 'B' Sparrow Hill Subdivision COT May 24, 2019 15+25 4-0 0 143.7 6.5 146.0 98.4 16+75 144.4 6.1 146.0E97.1 9 17+25 0 141.8 6.5 146.0 Based upon the test results, it appears the stone subbase for the new development area has been prepared to a satisfactory condition with regards to soil density and moisture. Thank you for the opportunity to assist you in this capacity. If you have a ons regarding this letter, please do not hesitate to contact our office. ira, P.E. I Engineer C:/GTO Document Folder/GTO Geotechnical 2019/194G-282-062/Road B Stone Letter 5.24-19.doc Pavement Base Thickness Inspection Reports GEO-TERRAIN ORGANIZATION, INC. "YOUR GOALS FOUNDED ON OUR INFORMATION" June 5, 2019 Adelaide Wile, LLC Attn: Kyle Redinger 250 West Main Street Suite 201 Charlottesville, Virginia 22902 RE: Asphalt Testing Sparrow Hill Subdivision COT Albemarle County, Virginia GTO Project No.: 19G-282-062 Dear Mr. Redinger: As requested, an engineering representative of Geo-Terrain Organization, Inc. (GTO) has visited the above referenced project site to check asphalt compaction on the base course on the entire length of Road 'B'. Testing was performed in general accordance with Virginia Department of Transportation requirements. Our staff has exercised the degree of care normally associated with a project of this type. The fresh hot mix asphalt was checked for temperature and was measured to be 285 degrees Fahrenheit. A short roller pattern established at the outset of the project indicated six passes of the smooth drum roller is satisfactory for compaction of the BM-25.0 base course. A control strip was performed using the recommended six passes of the roller to establish the maximum in -place asphalt density of 151.1 pounds per cubic foot (pcf), requiring a minimum passing test to be 143.5 pcf. Tests were performed every 150 lineal feet of roadway for Road 'B'. Based upon observed results, it appears the surface asphalt was placed and compacted in general accordance with VDOT requirements. Please see the field test results listed below for additional information. > Station 10+50, density 146.8 pcf v Station 12+00. density 148.9 pcf > Station 13+50, density 150.2 pcf > Station 15+00, density 149.1 pcf > Station 16+50. density 148.7 pcf > Station 17+25, density 150.5 pcf 100-A INTERSTATE BUSINE55 PARK FREDERICKSBURG, VA 224050DFFICE: 540-36a-57240FAX: 540-36a-5725 Adelaide Cville, LLC Re: Asphalt Testing Sparrow Hill Subdivision COT June 5, 2019 Page 2 Thank you for the opportunity to assist you in this capacity. If you have any questions regarding this letter, please do not hesitate to contact our office. Geo- Engineer C:/GTO Document Folder/GTO Geotechnicai 2018/18G-012-156/Paynes Asphalt Compaction Letter 8-1-19.00c Concrete Sidewalk &Curb Slump/Air/Temp Cylinder Break Test Reports Project Name: Sparrow Hill Subdivision COT Project Location: Albemarle Co.. VA Clients Name: Adelaide Cville, LLC GTO Job #: Attention: Kyle Redinger 19G-282-062 Log Book #: SPAR1 Set # 1 of 5 cylinders Date Sampled: 5/7/19 Storage Location: Curing Box I. Weather: _ ptly cloudy Temp. (°F) Placement Location: Curb Other (specify): on site protected 73 Sampled By: PJF Time: 1:30pm Design Strength of Delivered Mix (psi. @ 28 days): 3000 Mix Designation #: VDOT A-3 Water added on -site (gal.): Air Content (%): 5.5 Slump (in.): 3.50 Supplier: Allied Concrete Concrete Temp. (OF): 68 Truck #: 374 Ticket#: 10922451 Concrete sampling in accordance with ASTM C-172. Cylinder molding and laboratory curing ASTM C-31, compressive strength testing ASTM C-39. Slump testing ASTM C-143, temperature testing ASTM C-1064, unbonded caps use ASTM C-1231, unless noted, and air content testing ASTM C-231, unless noted. Cylinders 6" diameter x 12", unless noted. Lab # Log Book # Date Tested Type of Fracture Max Load (Ibs) Dia. (in) Area (in') Compressive Strength (psi) Age (days) Curing Code (L) Lab (F) Field 1 SPAR1 5/14/19 C 35140 4.00 12.57 2796 7 L 2 SPAR1 5/14/19 A 34720 4.00 12.57 2762 7 L 3 SPP R1 6/4/19 B 47950 4.00 12.57 3815 28 L 4 SPAR1 6/4/19 B 49550 400 12.57 3942 28 L 4.00 12.57 0 L ft0 ment: 300028 L Test Results: X Comply Do Not Reviewed By: Strength ressive Strength X x 9 Cone Cone Cone & Shear Columnar (A) & Split Shear (D) (E) (B) (C) Types of Fractures •..`` ,.-:5 eecc¢s2a2eso-m2-M con+ Pavement Top Coat Thickness Inspection Reports Provided by SL Williamson TLC (,.Was) VIRGINIA DEPARTMENT OF TRANSPORTATION ASPHALT NUCLEAR DENSITY � WORKSHEET XYDOT ROLLER PATTERN/SAWN PLUGS & CONTROL STRIP TARGET DENSITY ,, Test Section No/Location : Sparrow Hill Schedule Sparow 11111 Item No. Route Lane Direction Mix Type SM-12.5A Lot No. Mix Producer SLWCO Mix ID 7017-2020-32 From Date 10/26/20 To Lane Application Rate 220 Ibsl 119.3 (kghW) Width of Application Lot Length ft (m) Plant Location Shadwell A B C D E F Weightin SSD Bulk Sawed Sawed Spec. Weightin Weightin Water Basket Tare SSD Specimen Number Air(g) (Trial g) Weight(g) Wht�lg) Weight In Air(g) Volume E-D Specific Gravity ss Thickneln. B-C A. F mnn 1 977.8 576.9 576.9 985.6 408.7 2.39 2 2 10134.8 638.4 638.4 1092.6 454.2 2.39 21/5 3 1011.5 593.8 593.8 1016.9 423.1 2.39 18/9 4 1099.3 650.8 650.8 1104.3 453.5 2.42 21/4 5 6 Max Specific Gravity (Gmm) 2.590 A. Sawed Specimen Average % Density B. Minimum Design Density Average 2.40 (sun of C3) 92.6% (avg. SSD Bulk Sp. Gr_ /GMM) 92.5 % *(A must equal or exceed B, but not exceed 98%) Scale Serial Calibration Model EX24001 Number B342884890 Date 10/5/20 Comments: Testing Performed by : DavC&Wyavlt Observed S- L. WILLIAMSON COMPANY, INC. Storm Pipe Video Inspection Report • PIPE LINING 6"• 96" Diam:(CIPP)•Pipe (leaning & Video Insp•No Dig Point Repair SystemL1717-3;6ido ••OnMaN. Y, • Excavation - Sfiplining - G-9505 •henchless Repair of Pipe L ritteleulilNies.tem Report ProjectLink • View - 21930 ROAD A Session: SPARROW 10/9/2019 14:55 (SPARROW 02 To 01 37.2 61.9 1 HILL HILL) MB View - 21930 ROAD A Session: SPARROW HILL 10/9/2019 14:27 (SPARROW HILL) 02A To 02 35.6 121 MB 2 View - 21930 ROAD A Session: SPARROW HILL 10/9/2019 14:39 (SPARROW HILL) 02A1 To 02 122.7 1515 5 MB 8 View 21930 Session: SPARROW HILL 10/9/201915:12 (SPARROW HILL) 02A2 To 02A2A 9 45.9 MB 4 View - 21930 ROAD A Session: SPARROW HILL 10/9/2019 10:04 (SPARROW HILL) 05 To 04 37.3 110 MB 6 View - 21930 ROAD A Session: SPARROW HILL 10/9/2019 09:42 (SPARROW HILL) 05A To 05 44.8 1515 9 MB 6 View - 21930 ROAD A Session: SPARROW HILL 10/9/2019 09:25 (SPARROW HILL) 06 To 05 34.1 84.4 MB 7 View - 21930 ROAD A Session: SPARROW HILL 10/9/2019 08:54 (SPARROW HILL) 07 To 06 122.5 226 26 MB 8 View - 21930 ROCKFISH GAP 145 Session: SPARROW 10/9/2019 15:17 TURNPIKE A To B 97 MB 9 HILL View - 21930 ROAD A Session: SPARROW HILL 10/8/2019 13:45 (SPARROW HILL) A10 To A9 58.8 94.5 MB 10 View - 21930 ROAD A Session: SPARROW HILL 10/8/2019 13:29 (SPARROW HILL) A11 To A10 118.8 1616 7 MB 11 View - 21930 Session: SPARROW 10/8/2019 08:50 (MCOKANLEY) Al2 To A11 99.5 MB 12 HILL View - 21930 io SPARROW 10/8/2019 08:34 (MCK NDLEY) A13 To Al2 65.9 MB 18 HILL View - 21930 1/8/2019 08:00 ROAD B A14 To All 58.1 157 Session: SPARROW (MCKINLEY) MB 14 HILL View - 21930 ROAD A Session: SPARROW 10/9/2019 08:14 (SPARROW A2 To Al 16.1 111 j5 HILL HILL) MB View - 21930 ROAD A Session: SPARROW 10/9/2019 07:45 (SPARROW A3 To A2 64.8 1010 2 16 HILL HILL) MB View - 21930 ROAD A Session: SPARROW 10/9/2019 07:31 (SPARROW A4 To A3 46.5 4 l4 14 iz HILL HILL) MB View - 21930 ROAD A Session: SPARROW HILL 10/9/2019 07:17 (SPARROW HILL) A5 To A4 32.3 110 MB 18 View - 21930 ROAD A Session: SPARROW HILL 10/8/2019 15:53 (SPARROW HILL) A6 To A5 50.8 73.1 MB 12 View - 21930 ROAD A Session: SPARROW HILL 10/8/2019 15:47 (SPARROW HILL) A7 To A6 62.2 74.7 MB 20 V10A - 21930 ROAD A Session: SPARROW 10/8/2019 15:39 (SPARROW A8 To A7 37 61.1. 5 21 HILL HILL) ms View - 21930 ROAD A Session: SPARROW HILL 10/8/2019 14:55 (SPARROW HILL) A8A To A8 156.9 248 MB 22 View - 21930 ROAD A Session: SPARROW 10/8/2019 15:18 (SPARROW AM To A8A 54.4 80.0. 5 2a I HILL HILL) MB View - 21930 ROAD A Session: SPARROW HILL 10/8/2019 14:15 (SPARROW HILL) A9 To A8 64.2 1010 3 MB 24 View - 21930 ROAD A Session: SPARROW HILL 10/9/2019 13:59 (SPARROW HILL) BATo BMPA 7.5 3. MB 25 View - 21930 ROAD A Session: SPARROW HILL 10/9/2019 12:51 (SPARROW HILL) B2 To B1 95.8 1313 5 MB 26 View - 21930 ROAD A Session: SPARROW 10/9/2019 12:43 (SPARROW B3 To B2 21.4 47.7. 7 E7 HILL HILL) MB View - 21930 ROAD A Session: SPARROW HILL 10/9/2019 12:36 (SPARROW HILL) B4 To B3 32 70.3 MB 28 V.iem - 21930 ROAD A Session: SPARROW HILL 10/9/2019 12:22 (SPARROW HILL) B5 To B4 50.1 132 MB a I View - 21930 ROAD A Session: SPARROW HILL 10/9/2019 12:12 (SPARROW HILL) B6 To B5 52.2 1313 4 MB 30 Ye - 21930 10/8/2019 11:46 ROAD A Cl To 180.4 293 Session: SPARROW (SPARROW SWMC MB 31 HILL HILL) View - 21930 ROAD A Session: SPARROW HILL 10/9/2019 10:23 (SPARROW HILL) C1A To C 10.3 48.5 MB 32 View - 21930 ROAD A Session: SPARROW 10/8/2019 11:00 (SPARROW C2 To C1 126.9 171 22 HILL HILL) MB View - 21930 ROAD A Session: SPARROW HILL 10/8/2019 10:24 (SPARROW HILL) C3 To C2 24.2 98.8 MB 34 View - 21930 Session: SPARROW 10/7/2019 15:18 (MCOKANLEY) C3A To C3 183.4 MB 35 HILL View - 21930 ROAD B 92.0 Session: SPARROW 10/7/2019 14:34 (MCKINLEY) C3B To MA 31.1 Mg 36 HILL View - 21930 ROAD A Session: SPARROW HILL 10/8/2019 09:42 (SPARROW HILL) C4 To C3 31.8 84.1 MB 37 View - 21930 ROAD A Session: SPARROW HILL 10/8/2019 09:27 (SPARROW HILL) C5 To C4 135.3 217 MB 38 View - 21930 ROAD A D1 To 71.8 Session: SPARROW 10/9/2019 10:57 (SPARROW 1 $,Q HILL HILL) BMPD MB Total: 2509.9 5.00 GB -PIPE LINING 6"- %" Diameter (CIPP) WP*Pipe Cleaning & Video Inspedion • No Dig Point Repair Systems pill f R.-Cb op. YC •Excavation - Sliplining -Grouting 757-366-9505 •Trenchless Repair of Pipe Leaks P• Defects w.rw.trlstol•N�Ilties.cem Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Reference Date 10/9/2019 14:55 Street ROAD A (SPARROW city ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH 02 Rim to Invert (U) 9.7 Grade to Invert (U) Rim to Grade (U) Downstream MH 01 Rim to Invert (D) 0.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 24 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length Length Surveyed 37.2 Year Laid Year Renewed i!ii�i3• Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/9/2019 14:55 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 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order CS Project 21930 SPARROWHILL Completed Yes Created with the *aaSrv' * report generator Back Proj, -;t: 21930 SPARROW F, _L severi Date: 10/9/2019 2:55:00 PM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: 02 Length Surveyed: 37.2 Downstream MH: 01 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 24 Material: Polyethylene Street: ROAD A (SPARROW HILL) ID Number: 02 (0.0) AMH - Manhole Remark: 01 (0.0) MWL - Water Level (37.2) ADP - Discharge Point Remark: 01 Total Distance: 37.2 (�'l ID Number: 01 Created with the Qiu report generator Back d QI)• PIPE LINING C- %" Diameter (CIPP) • Pipe Cleaning $ Video Inspection • No Dig Point Repair Systems .» • Excavation - Sliplining - Grouting 757-366•9e05 •Trenchiess Repair of Pipe Leaks 8 Defects Mww.tA•Iafw11a1Ns.som Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Total Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks / Fractures Number of Deposits Custom? OM Grade Reverse Setup ID Project Information NATHAN BROWN Certificate Number U0218-070300770 VDOT Customer KYLE REDINGER PO Number Date ROAD A (SPARROW City HILL) 02A 02 Sanitary 24 Circular Not Controlled Pre -Acceptance Jetting Dry UPSTREAM STRUCTUREIN FENCED AREA BEHIND HOUSE C III C Imperial Units (US) True Work Order C5 Manhole Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Survey Pipe Width Material Pipe Joint Length Length Surveyed Year Renewed Misc Media Label Sewer Category Date Cleaned Location Code Location Details Custom Number of Roots Number of Broken / Holes / Collapse Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value Project Completed 10/9/2019 14:27 ALBEMARLE COUNTY, VA 0.0 9.7 Upstream Polyethylene 35.6 DVD SW 10/9/2019 14:28 Easement/Right of Way 1 21930 SPARROW HILL Yes Created with the "0IJ report generator Back Proj. A: 21930 SPARROW H _L severi Date: 10/9/2019 2:27:00 PM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: 02A Length Surveyed: 35.6 Downstream MH: 02 Averatrie Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream HeaNry Height (Diameter): 24 Material: Polyethylene Street: ROAD A (SPARROW HILL) (0.0) AMH -Manhole Remark: 02 (0.0) MWL - Water Level (35.6) AMH - Manhole Remark: 02A Total Distance: 35.6 Created with the qp—L� 06) ID Number: 02 O) ID Number: 02A "�l!I report generator Back • PIPE LINING 6"• 96" Diameter (CiPP) •Pipe Cleaning & Yideo Inspection • No Dig Point Repair Systems }111f Rw ..VA •Excavolion-cis plining-Grouting 757-366.9505 •Trenchless Repair of Pipe Leaks & Defects ` viww.triflpf•WIIIf10f.com Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Total Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks / Fractures Number of Deposits Custom7 OM Grade Reverse Setup ID Project Information NATHAN BROWN Certificate Number U0218-070300770 VDOT Customer KYLE REDINGER PO Number Date ROAD A (SPARROW City HILL) 02A1 02 Sanitary 24 Circular Not Controlled Pre -Acceptance Jetting Dry x x C Imperial Units (US) True Work Order C5 Manhole Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Survey Pipe Width Material Pipe Joint Length Length Surveyed Year Renewed Misc Media Label Sewer Category Date Cleaned Location Code Location Details Custom Number of Roots Number of Broken I Holes I Collapse Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value Project Completed 10/9/2019 14:39 ALBEMARLE COUNTY, VA 11.0 9.7 Upstream Polyethylene 122.7 DVD SW 10/9/2019 14:43 Easement/Right of Way x x 21930 SPARROW HILL Yes Created with the I w report generator Back PrOjL,t: 21930 SPARROW H. _L severi ty Date: 10/9/2019 2:39:00 PM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: 02A1 Length Surveyed: 122.7 Downstream MH: 02 Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Height (Diameter): 24 Material: Polyethylene Street: ROAD A (SPARROW HILL) ID Number: 02 (0.0) AMH - Manhole Remark: 02 (0.0) MWL - Water Level (122.7) AMH - Manhole Remark: 02A1 Total Distance: 122.7 �0; ID Number: 02A1 Created with the R report generator Back 9 -PIPE LINING b"- W Diameter (CIPP) NOMP"Pipe Cleaning & Video Inspection • No Dig Point Repair Systems 2111 f A. -GwO� ". •Excavation - 5liplining -Grouting 757-S66-g505 •Uenchless Repair of Pipe Leaks & Defects vn�w.triifole�Ml(t1•a.tom Project Information Surveyor Name NAT1AN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Date 10/9/2019 15:12 Reference Street ROAD A (SPARROW City ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH 02A2 Rim to Invert (U) 5.0 Grade to Invert (U) Rim to Grade (U) Downstream MH 02A2A Rim to Invert (D) 0.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length Length Surveyed 9 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/9/2019 15:12 Weather Dry Location Code Easement/Right of Way Additional Info NO ACCESS DOWNSTREAM Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / Fractures Holes I Collapse 0 Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C5 Project 21930 SPARROWHILL Completed Yes Created with the QtW report generator Back Proj, A: 21930 SPARROW I-. _L severi Date: 10/9/2019 3:12:00 PM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: 02A2 Length Surveyed: 9 Downstream MH: 02A2A �. Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) C) ID Number: 02A2 (0.0) ACB - Catch Basin Remark. 02A2 (0.0) MWL - Water Level (9.0) AOC - Special Chamber Remark: 02A2A Total Distance: 9 (00) ID Number: 02A2A Created with the QW report generator Back J • PIPE LINING 6"- 96" Diameter (CIPP) N060• Pipe Cleaning R Video Inspedion • No Dig Point Repair Systems •o•EtiSliliiGti 211,�•R. •• xcavaon- pnng- rou ng 757-366.9505 • Trenchless Repair of Pipe Leaks 9 Defects www.l"s1o7•ufiliN•/.t•m Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Reference Date 10/9/2019 10:04 Street ROAD A (SPARROW city ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH 05 Rim to Invert (U) 9.0 Grade to Invert (U) Rim to Grade (U) Downstream MH 04 Rim to Invert (D) 0.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 24 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 40 Length Surveyed 37.3 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning No Pre -Cleaning Date Cleaned 10/9/2019 10:04 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 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C6 Project 21930 SPARROWHILL Completed Yes Created with the V report generator ±ack Proj. A: 21930 SPARROW F. _L severi Date: 10/9/2019 10:04:00 AM Pipe Segment Reference: Street: ROAD A (SPARROW HILL)Upstream MH: 05 Length Surveyed: 37.3 Downstream MH: 04 Ave a�j_ Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy Height (Diameter): 24 Material: Polyethylene Street: ROAD A (SPARROW HILL) ID Number: 05 (0.0) AMH - Manhole Remark: 05 (0.0) MWL - Water Level (37.3) ADP - Discharge Point Remark: 04 Total Distance: 37.3 (Q) ID Number: 04 Created with the [tv report generator Back • PIPE LINING r- 96" Diameter (CIPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems % 060 •• •Excavation - Sliplining - Grouting 7$7-866-9505 • Trenchless Repair of Pipe Leaks & Defects rww.lds/•IeuNNlim.tom Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Reference Date 10/9/2019 09:42 Street ROAD A (SPARROW city ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH 05A Rim to Invert (U) 0.0 Grade to Invert (U) Rim to Grade (U) Downstream MH 05 Rim to Invert (D) 9.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Upstream Pipe Height (Diameter) 24 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length Length Surveyed 44.8 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning No Pre -Cleaning Date Cleaned 10/9/2019 09:44 Weather Dry Location Code Easement/Right of Way Additional Info NO ACCESS UPSTREAM Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes I Collapse Number of Deposits 0 Customs Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C6 Project 21930 SPARROWHILL Completed Yes Created with the I report generator Back Proj`jt: 21930 SPARROW h._L severi Date: 10/9/2019 9:42:00 AM Pipe Segment Reference: Light Street: ROAD A (SPARROW HILL) Upstream MH: 05A Length Surveyed: 44.8 Downstream MH: 05 Avorago Pacp Quick Overall Rating: 1100 Direction of Survey: Upstream Heavy Height (Diameter): 24 Material: Polyethylene Street: ROAD A (SPARROW HILL) a) ID Number: 05 (0.0) AMH - Manhole Remark: 05 (0.0) MWL - Water Level (39.9) JAM - Joint Angular Medium Remark: 2.039 (44.8) AMH - Manhole Remark: 05A Total Distance 44.8 CQ1 ID Number: 05A Created with the wlLl report generator Back • PIPE LINING 6"- 96" Diameter (CIPP) 0. Pipe Cleaning & Video Inspection • No Dig Point Repair Systems f11WAV •� r• •Excavation - Sliplining •Grouting 757-366-9505 •Trenchless Repair of Pipe Leaks & Defects nrw.lrisblcuN1111•ss•m Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Total Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks / Fractures Number of Deposits Custom7 OM Grade Reverse Setup ID Project Information NATHAN BROWN Certificate Number U0218-070300770 VDOT Customer KYLE REDINGER PO Number Date ROAD A (SPARROW City HILL) 06 05 Sanitary 15 Circular 34 Manhole Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Survey Pope Width Material Pipe Joint Length Length Surveyed Year Renewed Misc Not Controlled Media Label Pre -Acceptance Sewer Category No Pre -Cleaning Date Cleaned Dry Location Code DOWNSTREAM MH DEPTH = 9.OFT 1 01 Imperial Units (US) True Work Order C6 Location Details Custom Number of Roots Number of Broken / Holes / Collapse Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value Project Completed 10/9/2019 09:25 ALBEMARLE COUNTY, VA 9.0 4.0 Downstream Polyethylene 34.1 DVD SW 10/9/2019 09:27 Easement/Right of Way 0 N 21930 SPARROW HILL Yes Created with the `' report generator Back Proj..t: 21930 SPARROW K _L seven Date: 10/9/2019 9:25:00 AM Pipe Segment Reference: bghl Street: ROAD A (SPARROW HILL)Upstream MH: 06 Length Surveyed: 34.1 Downstream MH: 05 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) (011 , ID Number: 06 (0.0) AMH - Manhole Remark: 06 (0.0) MWL - Water Level (34.1) AMH - Manhole Remark: 05 Total Distance: 34.1 ID Number: 05 Created with the "w report generator Back f • PIPE LINING V- W Diameter ((IPP) • Pipe Cleaning &Video Inspection • No Dig Point Repair Systems tilt .�. • .. Y• • Excavation - Sliplining -Grouting 757-366.9505 •Trenchless Repair of Pipe leaks & Defects www.trytoteufllltl<s.mm Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Reference Date 10/9/2019 08:54 Street ROAD A (SPARROW CitY ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH 07 Rim to Invert (U) 7.0 Grade to Invert (U) Rim to Grade (U) Downstream MH 06 Rim to Invert (D) 9.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Upstream Pipe Height (Diameter) 15 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 120 Length Surveyed 122.5 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning No Pre -Cleaning Date Cleaned 10/9/2019 08:55 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 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C6 Project 21930 SPARROW HILL Completed Yes Created with the 0LI report generator Back Proj., A: 21930 SPARROW H _L Sever' Date: 10/9/2019 8:54:00 AM Pipe Segment Reference: Light Street: ROAD A (SPARROW HILL)Upstream MH: 07 Length Surveyed: 122.5 Downstream MH: 06 Average Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Heavy Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) i ID Number: 06 (0.0) AMH - Manhole Remark: 06 (0.0) MWL - Water Level (122.5) AMH - Manhole Remark: 07 Total Distance: 122.5 (00) ID Number: 07 Created with the ZIWI report generator Back -PIPE LINING 6"- %" Diameter (CIPP) W00• Pipe Cleaning & Video Inspection • No Dig Point Repair Systems 211$ �A» .Ch�op�- VP • Excovalion - ell plining -Grouting 757-3"-95055 • Trenchless Repair of Pipe Leaks & Detects Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Total Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks / Fractures Number of Deposits Custom? OM Grade Reverse Setup ID Project Information NATHAN BROWN Certificate Number U0218-070300770 VDOT Customer KYLE REDINGER PO Number ROCKFISH GAP TURNPIKE A B Sanitary 15 Circular Not Controlled Pre -Acceptance Jetting Dry U M C Imperial Units (US) True Work Order C5 Created with the Date 10/9/2019 15:17 City ALBEMARLE COUNTY,VA Manhole Rim to Invert (U) 7.3 Rim to Grade (U) Rim to Invert (D) 0.0 Rim to Grade (D) Direction of Survey Downstream Pipe Width Material Polyethylene Pipe Joint Length Length Surveyed 97 Year Renewed Misc Media Label DVD Sewer Category SW Date Cleaned 10/9/2019 15:17 Location Code Light Highway Location Details Custom Number of Roots 0 Number of Broken I Holes / Collapse 0 Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value Project 21930 SPARROW HILL Completed Yes rR report generator Back Proj, A: 21930 SPARROW H -L Date: 10/9/2019 3:17:00 PM Pipe Segment Reference: Street: ROCKFISH GAP TURNPIKE Upstream MH: A Length Surveyed: 97 Downstream MH: B Pacp Quick Overall Rating: 2100 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Street: ROCKFISH GAP TURNPIKE cw; ID Number A (0.0) ACB - Catch Basin Remark: A (0.0) MWL - Water Level (30.0) MWLS - Water Level Sag (97.0) ADP - Discharge Point Remark: B Total Distance. 97 (0'J ID Number. B .i Created with the ltw report generator Back i -PIPE LINING 6"- 96" Diameter (CiPP) 0 • Pipe Cleaning $ Tideo Inspection • No Dig Point Repair Systems t��� A..*�• YR • EKcavatlon - 5liplining -Grouting 757-366.9505 • Trenchless Repair of Pipe Leaks 8 Defects www.t�IstafsuHllll•a.•em Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Total Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks / Fractures Number of Deposits Custom? OM Grade Reverse Setup ID Project Information NATHAN BROWN Certificate Number U0218-070300770 VDOT Customer KYLE REDINGER PO Number Date ROAD A (SPARROW City HILL) LiFri T, A10 Rim to Invert (U) Rim to Grade (U) A9 Rim to Invert (D) Rim to Grade (D) Sanitary Direction of Survey Pipe 15 Width Circular Material Pipe Joint Length Length Surveyed Year Renewed Misc Not Controlled Media Label Pre -Acceptance Sewer Category Jetting Date Cleaned Dry Location Code UPSTREAM STRUCTURE NOT Location Details LOCATED C1 L 1111 Imperial Units (US) True Work Order C7 Custom Number of Roots Number of Broken I Holes / Collapse Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value Project 10/8/2019 13:45 ALBEMARLE COUNTY, VA 0.0 4.6 Downstream Polyethylene 58.8 DVD SW 10/8/2019 13:53 Easement/Right of Way C 0 21930 SPARROW HILL Completed Yes Proj A: 21930 SPARROW F, _L Date: 10/8/2019 1:45:00 PM Pipe Segment Reference: Sever" Street: ROAD A (SPARROW HILL) Upstream MH: A10 Length Surveyed: 58.8 Downstream MH: A9 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) cl*).,' ID Number: A10 (0.0) AMH - Manhole Remark: A10 (0.0) MWL - Water Level (58.8) ACB - Catch Basin Remark: A9 Total Distance: 58.8 �0 ID Number: A9 Created with the rR report generator Back I *PIPE LINING 6"- 96" Diameter (fIPP) - Pipe (leaning & Video Inspection - No Dig Point Repair Systems •Excavation - Sliplining - Grouting VA 757-366.9505-Trenchless Repair of Pipe leaks & Defects aww. W stateuN lttl-s.cem Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Reference Date 10/8/2019 13:29 Street ROAD A (SPARROW City ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH All Rim to Invert (U) 15.8 Grade to Invert (U) Rim to Grade (U) Downstream MH A10 Rim to Invert(D) 0.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length Length Surveyed 118.8 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/8/2019 13:29 Weather Dry Location Code Easement/Right of Way DOWNSTREAM Additional Info STRUCTURE NOT Location Details LOCATED Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / Fractures Holes / Collapse 0 Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C7 Project 21930 SPARROWHILL Completed Yes Proj A: 21930 SPARROW V _L Date: 10/8/2019 1:29:00 PM Pipe Segment Reference: Street: ROAD A (SPARROW HILL)Upstream MH: Al Length Surveyed: 118.8 Downstream MH: Al Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) C6') ID Number: A11 (0.0) AMH - Manhole Remark: A11 (0.0) MWL - Water Level (118.8) AMH - Manhole Remark: Al Total Distance: 118.8 (0) ID Number: A10 Created with the ro-V report generator Back • PIPE LINING 6"• 96" Diameter (CIPP) WOMP*Pipe Cleaning & Wideo Inspection -No Dig Point Repair Systems • EXcavolion - Sliplining -Grouting 57. 00 •Trenchless Repair of Pipe Leaks & Defects Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Date 10/8/2019 08:50 Reference Street ROAD B (MCKINLEY) City ALBEMARLE COUNTY, VA Comments Manhole Upstream MH Al2 Rim to Invert (U) 12.0 Grade to Invert (U) Rim to Grade (U) Downstream MH All Rim to Invert (D) 15.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 102 Length Surveyed 99.5 Year Laid Year Renewed Jitr' Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/8/2019 08:51 Weather Dry Location Code Yard Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / Number of Broken / Fractures 0 Holes / Collapse 0 Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C7 Project 21930 SPARROWHILL Completed Yes Created with the *Posivl 9tv report generator Back Proj :t: 21930 SPARROW F. _L Date: 10/8/2019 8:50:00 AM Pipe Segment Reference: Street: ROAD B (MCKINLEY) Upstream MH: Al2 Length Surveyed: 99.5 Downstream MH: Al Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Street: ROAD B (MCKINLEY) (0.0) AMH - Manhole Remark: Al2 (0.0) MWL - Water Level (99.5) AMH - Manhole Remark: Al Total Distance: 99.5 Created with the ID Number: Al2 0i ID Number: Al 1w9 report generator Back -PIPE LINING 6"- %" Diameter (CIPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems • Excavation - Sliplining - Grouting 757-366.9505 • frenchless Repair of Pipe Leaks & Defects www.lASlOfeuNI111ta.0om Project Information Surveyor Name NATHAN BROWN Certificate Number UO218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Reference Date 10/8/2019 08:34 Street ROAD B (MCKINLEY) City ALBEMARLE COUNTY, VA Comments Manhole Upstream MH A13 Rim to Invert (U) 10.0 Grade to Invert (U) Rim to Grade (U) Downstream MH Al2 Rim to Invert (D) 12.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 69 Length Surveyed 65.9 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/8/2019 08:34 Weather Dry Location Code Yard 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 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C7 Project 21930 SPARROW HILL Completed Yes Created with the { report generator Back Proj A: 21930 SPARROW F: _L Severi Date: 10/8/2019 8:34:00 AM Pipe Segment Reference: Street: ROAD B (MCKINLEY) Upstream MH: A13 Length Surveyed: 65.9 Downstream MH: Al2 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Street: ROAD B (MCKINLEY) CO),! ID Number: A13 (0.0) ACB - Catch Basin Remark: A13 (0.0) MWL - Water Level (65.9) AMH - Manhole Remark: Al2 Total Distance: 65.9 ID Number: Al2 Created with the `tV report generator Back] • PIPE LINING 6"- %" Diameter (CIPP) *Pipe Cleaning 8 Video Inspection -No Dig Point Repair Systems [ 00P till M.•Qu•pp '.Y• 'E><covalion-Sliplining-Grouting 757-366.9505 •Trenchless Repair of Pipe Leaks & Defects wrw.IfifMeuNlHlobwm Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Reference Date 10/8/2019 08:00 Street ROAD B (MCKINLEY) City ALBEMARLE COUNTY, VA Comments Manhole Upstream MH A14 Rim to Invert (U) 2.7 Grade to Invert (U) Rim to Grade (U) Downstream MH A 13 Rim to Invert (D) 10.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Upstream Pipe Height (Diameter) 15 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 58 Length Surveyed 58.1 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/8/2019 08:01 Weather Dry Location Code Yard Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / Number of Broken / Fractures 1 Holes / Collapse 0 Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C7 Project 21930 SPARROWHILL Completed Yes Created with the Qf'-rc] r± report generator Back Proj. A: 21930 SPARROW F. _L seven Date: 10/8/2019 8:00:00 AM Pipe Segment Reference: Street: ROAD B (MCKINLEY) Upstream MH: A14 Length Surveyed: 58.1 Downstream MH: A13 Pacp Quick Overall Rating: 3121 Direction of Survey: Upstream Height (Diameter): 15 Material: Polyethylene Street: ROAD B (MCKINLEY) (0.0) ACB - Catch Basin Remark: A13 (0.0) MWL - Water Level (1.0) FL - Fracture Longitudinal - Position: 12 Remark: 12.309 (18.8) MWLS - Water Level Sag (58.1) ACB - Catch Basin Remark. A14 Total Distance: 58 1 ID Number: A13 ID Number: A14 Created with the " w report generator Back -PIPE LINING 4"- %" Diameter (CIPP) 4 •Pipe Cleaning 8 Video Inspedlon • No Dig Point Repair Systems 10,W) >1$I I �•,CrwMN�. �• •Excavation -tit pllning-Grouti w.ng 757-366-9505 •Trenchless Repair o1 Pipe Leaks & Deleds www.lrlsl•t•Wiell•f.00m Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Total Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks I Fractures Number of Deposits Custom? OM Grade Reverse Setup ID Project information NATHAN BROWN Certificate Number U0218-070300770 VDOT Customer KYLE REDINGER PO Number Date ROAD A (SPARROW City HILL) Manhole A2 Rim to Invert (U) Rim to Grade (U) Al Rim to Invert (D) Rim to Grade (D) Sanitary Direction of Survey Pipe 24 Width Circular Material Pipe Joint Length 25 Length Surveyed Year Renewed Not Controlled Pre -Acceptance Jetting Dry P] 0 111 Imperial Units (US) True Work Order C4 Misc Media Label Sewer Category Date Cleaned Location Code Location Details Custom Number of Roots Number of Broken I Holes I Collapse Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value Project Completed 10/9/2019 08:14 ALBEMARLE COUNTY, VA 14.3 16.0 Downstream Polyethylene 16.1 DVD SW 10/9/2019 08:14 Easement/Right of Way ff 11 21930 SPARROW HILL Yes Created with the Z.1r, report generator Back Proj, .:t: 21930 SPARROW K _L severi Date: 10/9/2019 8:14:00 AM Pipe Segment Reference: Street: ROAD A (SPARROW HILL)Upstream MH: A2 Length Surveyed: 16.1 Downstream MH: Al Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy Height (Diameter): 24 Material: Polyethylene Street: ROAD A (SPARROW HILL) (0.0) ACB - Catch Basin Remark: A2 (0.0) MWL - Water Level (14.2) MMC - Material Change Remark: CMP 16.0) MGO - General Observation Remark MOUTH OF PIPE ENTERS CHAMBER AT I DIFFERENT AREA FROM MH ACCESS (16.1) AOC - Special Chamber Remark: Al Total Distance: 16.1 C) Created with the ID Number: A2 ID Number Al QtV report generator Back -PIPE LINING 6"- 96" Diameter (CIPP) • Pipe Cleaning & Video Inspection %w • No Dig Point Repair Systems 211, s Am - L .. •Excavation - 5liplinino •Grouting 757-366.9505 • Treruhless Repair of Pipe Leaks & Defects • .tdst•fevNltfie•. Project information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Reference Date 10/9/2019 07:45 Street ROAD A (SPARROW City ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH A3 Rim to Invert (U) 12.8 Grade to Invert (U) Rim to Grade (U) Downstream MH A2 Rim to Invert (D) 6.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 24 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 66 Length Surveyed 64.8 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/9/2019 07:45 Weather Dry Location Code Yard DOWNSTREAM Additional Info STRUCTURE DEPTH Location Details = 14.3FT Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / Fractures Holes I Collapse 0 Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp S Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C4 Project 21930 SPARROWHILL Completed Yes Proj -t: 21930 SPARROW F, _L Severi tv Date: 10/9/2019 7:45:00 AM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: A3 Light I Length Surveyed: 64.8 Downstream MH: A2 Moderaie rage Pacp Quick Overall Rating: 2100 Direction of Survey: Downstream Height (Diameter): 24 Material: Polyethylene Street: ROAD A (SPARROW HILL) CO)' ID Number: A3 (0.0) AMH - Manhole Remark: A3 (0.0) MWL - Water Level t58.1) MWLS - Water Level Sag (64.8) ACB - Catch Basin Remark: A2 Total Distance: 64.8 ID Number: A2 ` j Created with the 1tV report generator Back] • PIPE LINING 6% %" Dlameter (CIPP) AMP*Pipe Cleaning li Video Inspedion • No Dig Point Repair Systems III, l A -C • Y� • Excavation - Sllplining • Grouting 757-366-9505 • Trenchless Repair of Pipe Leeks 8 Detects .....,.easroew+une,.mm Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Date 10/9/2019 07:31 Reference Street ROAD A (SPARROW city ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH A4 Rim to Invert (U) 8.0 Grade to Invert (U) Rim to Grade (U) Downstream MH A3 Rim to Invert (D) 12.8 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 24 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 48 Length Surveyed 46.5 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/9/2019 07:31 Weather Dry Location Code Yard Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / Number of Broken / Fractures 1 Holes / Collapse 0 Number of Deposits 0 Customs Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C4 Project 21930 SPARROWHILL Completed Yes Created with the -*e" DS L , (tv, report generator Back Proj ut: 21930 SPARROW F. _L sever' t V Date: 10/9/2019 7:31:00 AM Pipe Segment Reference: bqhl Street: ROAD A (SPARROW HILL) Upstream MH: A4 Length Surveyed: 46.5 Downstream MH: A3 Pacp Quick Overall Rating: 5121 Direction of Survey: Downstream Wavy Height (Diameter): 24 Material: Polyethylene Street: ROAD A (SPARROW HILL) ID Number: A4 (0.0) ACB - Catch Basin Remark: A4 . • (0.0) MWL - Water Level (12.7) FC - Fracture Circumferential - Position: 3 To 11 Remark: 2.052 (12.8) DV - Deformed Vertical - Cont Def: S01 (20.1) DV - Deformed Vertical - Cont Def: F01 (46.5) AMH - Manhole Remark: A3 Total Distance: 46.5 (A) ID Number: A3 Created with the Ilfc report generator Back -PIPE LINING 6"- 96" Diameter (CIPP) • Pipe Cleaning & Video Inspection X000y • No Dig Point Repair Systems ffrf 1 �w - Y• - Ezcayation - Sliplining -Grouting 757-366-9505 •Trenchless Repair of Pipe Leaks & Defects .ww,f.IsforevNlalos.wm Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Date 10/9/2019 07:17 Reference Street ROAD A (SPARROW city ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH A5 Rim to Invert (U) 7.3 Grade to Invert (U) Rim to Grade (U) Downstream MH A4 Rim to Invert (D) 8.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Upstream Pipe Height (Diameter) 24 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 34 Length Surveyed 32.3 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/9/2019 07:18 Weather Dry Location Code Light Highway 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 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) "Prue Pressure Value Work Order C4 Project 21930 SPARROW HILL Completed Yes Created with the Ii w report generator Back Proj :t: 21930 SPARROW F" _L Date: 10/9/2019 7:17:00 AM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: A5 Length Surveyed: 32.3 Downstream MH: A4 Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Height (Diameter): 24 Material: Polyethylene Street: ROAD A (SPARROW HILL) �� ID Number: A4 (0.0) ACB - Catch Basin Remark: A4 (0.0) MWL - Water Level ••.•• (32.3) ACB - Catch Basin Remark: A5 Total Distance: 32.3 �O`, ID Number: A5 e Created with the it report generator Back C -PIPE LINING 6"- %" Diameter (CIPP) wo*Pipe (leaning & Video Inspection • No Dig Point Repair Systems #p s'�A» Ow. p oy Y• •Excavation - Sliplining - Groafsillng 757-366.9505 •Trenchless Repair of Pipe Leaks & Detects ww•ctA•t•IcuNlilles.tom Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Date 10/8/2019 15:53 Reference Street ROAD A (SPARROW City ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH A6 Rim to Invert (U) 7.3 Grade to Invert (U) Rim to Grade (U) Downstream MH A5 Rim to Invert (D) 7.3 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 24 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 49 Length Surveyed 50.8 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/8/2019 15:54 Weather Dry Location Code Sidewalk 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 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C4 Project 21930 SPARROWHILL Completed Yes Created with the Ot* report generator Back Proj :t: 21930 SPARROW H I Date: 10/8/2019 3:53-00 PM Pipe Segment Reference:bqhl Seven Street: ROAD A (SPARROW HILL) Upstream MH: A6 Length Surveyed: 50.8 Downstream MH: A5 Aveiage Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy Height (Diameter): 24 Material: Polyethylene Street: ROAD A (SPARROW HILL) (0.0) AMH - Manhole Remark: A6 . (0.0) MWL - Water Level (50.8) ACB - Catch Basin Remark: A5• Total Distance: 50.8 ID Number: A6 ID Number. A5 Created with the 1U report generator Back � • PIPE LINING 6"- %" Diameter (CIPP) • Pipe Cleaning & Video Inspection N!bffl • No Dig Point Repair Systems 21lIL An.-a..•wm. VA •Excavation - Sfiplining - Groating 757-366-45055 •Trenchless Repair of Pipe Leaks & Defects Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Date 10/8/2019 15:47 Reference Street ROAD A (SPARROW City ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH A7 Rim to Invert (U) 4.3 Grade to Invert (U) Rim to Grade (U) Downstream MH A6 Rim to Invert (D) 7.3 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 24 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 62 Length Surveyed 62.2 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/8/2019 15:48 Weather Dry Location Code Yard 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 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C4 Project 21930 SPAR-ROW HILL Completed Yes Created with the *PMs l Qrt report generator 2LCIJ Proj, A: 21930 SPARROW h; _L Date: 10/8/2019 3:47:00 PM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: A7 Length Surveyed: 62.2 Downstream MH: A6 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 24 Material: Polyethylene Street: ROAD A (SPARROW HILL) (0) ID Number: A7 (0.0) ACB - Catch Basin Remark: A7 •• (0.0) MWL - Water Level (62.2) AMH - Manhole Remark: A6 Total Distance: 62.2 ��� ID Number: A6 J Created with the Z� report generator Back I • PIPE LINING 6"- %" Diameter (CIPP) •Pipe Cleaning & Video Inspection X000) • No Dig Point Repair Systems 2141 �A� -a«o.c+ •• • factavalion - ell pliniall -Grouting 757-366.9505 •Tren<hless Repair of Pipe Leaks & Detects ....w..f.t�fafeufiut�w.o•m Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Reference Date 10/8/2019 15:39 Street ROAD A (SPARROW City ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH A8 Rim to Invert (U) 12.6 Grade to Invert (U) Rim to Grade (U) Downstream MH A7 Rim to Invert (D) 4.3 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 24 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 36 Length Surveyed 37 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/8/2019 15:40 Weather Dry Location Code Yard 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 Cust0m6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C4 Project 21930 SPARROW HILL Completed Yes Created with the a� �Slv r report generator Back Proj. A: 21930 SPARROW H__L Date: 10/8/2019 3:39:00 PM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: A8 Length Surveyed: 37 Downstream MH: A7 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 24 Material: Polyethylene Street: ROAD A (SPARROW HILL) ID Number: A8 (0.0) AMH -Manhole Remark: A8 (0.0) MWL - Water Level (37.0) ACB - Catch Basin Remark: A7 Total Distance: 37 411 ID Number: A7 Created with the ' Z� report generator Back • PIPE LINING 4"- %" Diameter ((IPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems N 06P nn teiw e...•an.••.•a, ve 'limvafian-5liplining-Grouting 757-366-9505 •Trenchless Repair of Pipe leaks & Defects ..OiMkNi flas . Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Reference Date 10/8/2019 14:55 Street ROAD A (SPARROW City ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH A8A Rim to Invert (U) 4.7 Grade to Invert (U) Rim to Grade (U) Downstream MH A8 Rim to Invert (D) 5.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Upstream Pipe Height (Diameter) 15 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length Length Surveyed 156.9 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/8/2019 15:16 Weather Dry Location Code Yard DOWNSTREAM Additional Info CATCH BASIN Location Details INSIDE FENCED YARD Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / Fractures Holes / Collapse 0 Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C4 Project 21930 SPARROW HILL Completed Yes Created with the ff W report generator Back Proj :t: 21930 SPARROW F. _L Severi Date: 10/8/2019 2:55:00 PM Pipe Segment Reference: Street: ROAD A (SPARROW HILL)Upstream MH: ABA Length Surveyed: 156.9 Downstream MH: A8 Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) ID Number: A8 (0.0) AMH - Manhole Remark: A8 (0.0) MWL - Water Level (156.9) ACB - Catch Basin Remark: ABA Total Distance: 156.9 (0) ID Number: ABA Created with the IR report generator Back -PIPE LINING 6"- %" Diameter (CIPP) •Pipe Cleaning & Video Inspection • No Dig Point Repair Systems ..,a•.... •Excavation-Sliplining-Grouting .�::� u�05 • Trenchless Repair of Pipe Leaks & Defects Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Total Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks / Fractures Number of Deposits Custom7 OM Grade Reverse Setup ID Project Information NATHAN BROWN Certificate Number U0218-070300770 VDOT Customer KYLE REDINGER PO Number Date ROAD A (SPARROW City HILL) A8B A8A Sanitary 15 Circular 58 Not Controlled Pre -Acceptance Jetting Dry DOWNSTREAM CATCH BASIN INSIDE FENCED YARD r C U1 Imperial Units (US) True Work Order C4 Manhole Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Survey Pipe Width Material Pipe Joint Length Length Surveyed Year Renewed Misc Media Label Sewer Category Date Cleaned Location Code Location Details Custom Number of Roots Number of Broken / Holes / Collapse Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value Project Completed 10/8/2019 15:18 ALBEMARLE COUNTY,VA 4.7 5.0 Upstream Polyethylene 54.4 DVD SW 10/8/2019 15:16 Yard A 1 21930 SPARROW HILL Yes Created with the V report generator Back Proj..;t: 21930 SPARROW h-_L t v- Date: 10/8/2019 3:18:00 PM Pipe Segment Reference: Seven Street: ROAD A (SPARROW HILL) Upstream MH: A813 Length Surveyed: 54.4 Downstream MH: A8A Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) t�l ID Number: A8A (0.0) ACB - Catch Basin Remark. A8A - (0.0) MWL - Water Level (54.4) ACB - Catch Basin Remark: A813 Total Distance: 54.4 r©) ID Number: A8B Created with the t1w report generator Back • PIPE LINING 6"• %" Diameter (CIPP) • Pipe Cleaning & *Tdeo Inspection • No Dig Point Repair Systems t t �•�,_C�y ,Va •Excavation - Sliplining -Grouting 757-366.9505 •Trenchless Repair of Pipe Leaks & Defects wrw.trtlloteuNliti••.o•m Project Information Surveyor Name NATHAN BROWN Certificate Number UO218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Date 10/8/2019 14:15 Reference Street ROAD A (SPARROW city ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH A9 Rim to Invert (U) 4.6 Grade to Invert (U) Rim to Grade (U) Downstream MH A8 Rim to Invert (D) 7.6 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 66 Length Surveyed 64.2 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/8/2019 14:16 Weather Dry Location Code Easement/Right of Way Additional Info DOWNSTREAM MH Location Details DEPTH = 12.6FT Custom Number of Taps 0 Number of Roots 0 Num Cracks I Number of Broken I Fractures 0 Holes / Collapse 0 Number of Deposits 0 CustomG Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C4 Project 21930 SPAR-ROW HILL Completed Yes Created with the Qw report generator Back Proj, A: 21930 SPARROW H _L Severity-] Date: 10/8/2019 2:15:00 PM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: A9 Moderale Length Surveyed: 64.2 Downstream MH: A8 Pacp Quick Overall Rating: 2100 Direction of Survey: Downstream Average Wavy Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) 00I ID Number: A9 (0.0) ACB - Catch Basin Remark. A9 (0.0) MWL - Water Level (59.8) MWLS - Water Level Sag (64.2) AMH - Manhole Remark: A8 Total Distance: 64.2 (Co? ID Number: A8 Created with the � report generator Back] *PIPE LINING 6"- 96" Diameter (CIPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems O*P I'll •» Nw l �� •Excavation - Sliplining -Grouting ..7.5 7aa3"- b05 •Trenchless Repair of Pipe Leaks & Defects Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Date 10/9/2019 13:59 Reference Street ROAD A (SPARROW cityALBEMARLE HILL)COUNTY, VA Comments Manhole Upstream MH BIA Rim to Invert (U) 9.0 Grade to Invert (U) Rim to Grade (U) Downstream MH BMPA Rim to Invert (D) 0.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length Length Surveyed 7.5 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/9/2019 13:59 Weather Dry Location Code Yard UPSTREAM Additional Info STRUCTURE IN Location Details FENCED AREA BEHIND HOUSE Custom Number of Taps 0 Number of Roots 0 Num Cracks ! Number of Broken / Fractures 0 Holes / Collapse 0 Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order CS Project 21930 SPAR-ROW HILL Completed No Created with the report generator Back Proj A: 21930 SPARROW F: .L Date: 10/9/2019 1:59:00 PM Pipe Segment Reference: Seven Street: ROAD A (SPARROW HILL)Upstream MH: 131A Length Surveyed: 7.5 Downstream MH: BMPA Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) CO) I ID Number: 131A (0.0) ACB - Catch Basin Remark: 131A (0.0) MWL - Water Level (7.5) MSA - Abandoned Survey Remark: PIPE CAPPED Total Distance: 7.5 (O�p ID Number: BMPA Created with the Q& report generator _Back l • PIPE LINING 6"- 96" Diameter (CIPP) • Pipe Cleaning & Video Inspection "##• No Dig Point Repair Systems 3111 A•H.•OM•Me1u.Vl 'Excavation-Sliplining-Grouting 757-3"-9505 • Trenchiess Repair of Pipe Leaks & Defects Mww.}risb}•uNtl}ks.o•m Project Information Surveyor Name NAT14AN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDTNGER Drainage Area PO Number Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Total Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks / Fractures Number of Deposits Custom? OM Grade Reverse Setup ID Date ROAD A (SPARROW City HILL) B2 B1 Sanitary 18 Circular Not Controlled Pre -Acceptance Jetting Dry UPSTREAM STRUCTURE BURRIED NOT LOCATED IC RJ no Imperial Units (US) True Work Order C5 Manhole Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Survey Pipe Width Material Pipe Joint Length Length Surveyed Year Renewed Misc Media Label Sewer Category Date Cleaned Location Code Location Details Custom Number of Roots Number of Broken / Holes / Collapse Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value Project Completed 10/9/2019 12:51 ALBEMARLE COUNTY, VA 0.0 0.0 Downstream Polyethylene 95.8 DVD SW 10/9/2019 12:52 Sidewalk 0 0 21930 SPARROW HILL Yes Created with the I, report generator Back Proj :t: 21930 SPARROW F. _L Severs Date: 10/9/2019 12:51:00 PM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: B2 Length Surveyed: 95.8 Downstream MH: B1 Average 1 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 18 Material: Polyethylene Street: ROAD A (SPARROW HILL) �\! ID Number: B2 (0.0) AMH - Manhole Remark: B2 (0.0) MWL - Water Level (95.8) ADP - Discharge Point Remark: 131 Total Distance: 95.8 (�� ID Number: B1 Created with the "WLl report generator Back .� Q11P• PIPE LINING 6aa- %" Diameter (CIPP) • Pipe Cleaning & Video Inspedion • No Dig Point Repair Systems -Excavation - Sliplining - Grouting 757-366.9505 •Trenchless Repair of Pipe leaks & Defects www.trlalaleuNlHlOf.tem Project Information Surveyor Name NATHAN BROWN Certificate Number UO218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Date 10/9/2019 12:43 Reference Street ROAD A (SPARROW city ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH B3 Rim to Invert (U) 7.2 Grade to Invert (U) Rim to Grade (U) Downstream MH B2 Rim to Invert (D) 0.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 18 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length Length Surveyed 21.4 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/9/2019 12:45 Weather Dry Location Code Sidewalk SEGMENT TRAVELS UNDER DRIVEWAY / Additional Info DOWNSTREAM Location Details STRUCTURE BURRIED NOT LOCATED Custom Number of Taps 0 Number of Roots 0 Num Cracks ! 0 Number of Broken / Fractures Holes / Collapse 0 Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value 21930 SPARROW Work Order 5 Project HILL Completed Yes Created with the report generator Back Proj ;t: 21930 SPARROW i _L Date: 10/9/2019 12:43:00 PM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: B3 Length Surveyed: 21.4 Downstream MH: B2 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 18 Material: Polyethylene Street: ROAD A (SPARROW HILL) Cqj) ID Number: B3 (0.0) ACB - Catch Basin Remark: B3 (0.0) MWL - Water Level (21.4) AMH - Manhole Remark: B2 Total Distance: 21.4 (O } ID Number: B2 Created with the t± report generator Back • PIPE LINING 6% %" Diameter (CIPP) WP• Pipe Cleaning 8 Video Inspection • No Dig Point Repair Systems lPr�n -Excavation - Sliplining - Grouting silt Y• 757-366-9505 • Trenchless Repair of Pipe leaks 8 Defects wrw.tristol•uN1INaa.wm Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Date 10/9/2019 12:36 Reference Street ROAD A (SPARROW City ALBEMARLE HILL) COUNTY, VA Comments Upstream MH B4 Rim to Invert (U) 6.6 Grade to Invert (U) Rim to Grade (U) Downstream MH B3 Rim to Invert (D) 7.2 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 18 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 33 Length Surveyed 32 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Heavy Cleaning Date Cleaned 10/9/2019 12:36 Weather Dry Location Code Light Highway Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken 1 0 Fractures Holes I Collapse Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C5 Project 21930 SPARROW HILL Completed Yes Created with the report generator Back Proj, A: 21930 SPARROW k _L Date: 10/9/2019 12:36:00 PM Pipe Segment Reference: Street: ROAD A (SPARROW HILL)Upstream MH: B4 Length Surveyed: 32 Downstream MH: B3 Pacp Quick Overall Rating: 2400 Direction of Survey: Downstream Height (Diameter): 18 Material: Polyethylene Street: ROAD A (SPARROW HILL) ID Number: B4 (0.0) ACB - Catch Basin Remark: B4 (0.0) MWL - Water Level (4.0) MWLS - Water Level Sag - Cont Def. S01 (21.9) MWLS - Water Level Sag - Cont Def: F01 (32.0) ACB - Catch Basin Remark: B3 Total Distance: 32 (*'1l ID Number: B3 l Created with the �: report generator . Back I -PIPE LINING 6"• %" Diameter (CIPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems ttft�p�,�M�V• %*pot..votion-Sliplining-Growling 757•366.9$05 • UenAdess Repair of Pipe Leaks & Defects www,frist•feuNlltl•s.wm Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Total Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks / Fractures Number of Deposits Custom7 OM Grade Reverse Setup ID Project Information NATHAN BROWN Certificate Number U0218-070300770 VDOT Customer KYLE REDINGER PO Number Date ROAD A (SPARROW City HILL) B5 B4 Sanitary 15 Circular 50 Not Controlled Pre -Acceptance Heavy Cleaning Dry C 0 Imperial Units (US) True Work Order C5 Manhole Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Survey Pipe Width Material Pipe Joint Length Length Surveyed Year Renewed Misc Media Label Sewer Category Date Cleaned Location Code Location Details Custom Number of Roots Number of Broken / Holes / Collapse Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value Project 10/9/2019 12:22 ALBEMARLE COUNTY, VA 5.6 6.6 Downstream Polyethylene 50.1 DVD SW 10/9/2019 12:22 Sidewalk 7 1 21930 SPARROW HILL Completed Yes Created with the ��1�.F` �U report generator Back Proj A: 21930 SPARROW F; _L seven Date: 10/9/2019 12:22:00 PM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: B5 Moder', le Length Surveyed: 50.1 Downstream MH: B4 Average Pacp Quick Overall Rating: 2200 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) `-', ID Number: B5 (0.0) AMH - Manhole Remark: B5 (0.0) MWL - Water Level (22.5) FC - Fracture Circumferential - Position: 9 To 11 (39.1) MWLS - Water Level Sag (50.1) ACB - Catch Basin Remark: B4 Total Distance: 50.1 ( 00' ID Number: B4 Created with the report generator Back *PIPE LINING 6"• %" Diameter (CIPP) Xk*Pipe Cleaning 8 Video Inspedion J -No Dig Point Repair Systems 11M-, •• •Ex<ovalion- Sfiplining- Grouting kill 757-366.9505 • Trenchless Repair of Pipe Leaks & Defeat w .Lisf•f•ueOH•s. Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Date 10/9/2019 12:12 Reference Street ROAD A (SPARROW city ALBEMARLE HILL) COUNTY, VA Comments Upstream MH B6 Rim to Invert (U) 7.0 Grade to Invert (U) Rim to Grade (U) Downstream MH B5 Rim to Invert (D) 5.6 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Upstream Pipe Height (Diameter) 15 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 52 Length Surveyed 52.2 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/9/2019 12:13 Weather Dry Location Code Yard Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / Fractures Holes I Collapse 0 Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C5 Project 21930 SPARROW HILL Completed Yes Created with the *VP13S Wi 'r' report generator Back Projk .t: 21930 SPARROW H I Severi jX Date: 10/9/2019 12:12:00 PM Pipe Segment Reference: Light Street: ROAD A (SPARROW HILL) Upstream MH: B6 Length Surveyed: 52.2 Downstream MH: B5 Average j Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Hea Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) 00, ID Number: B5 (0.0) AMH - Manhole Remark: B5 - (0.0) MWL - Water Level (52.2) ACB - Catch Basin Remark: B6 Total Distance: 52.2 lG. ID Number. B6 Created with the "& report generator Back • PIPE LINING 6"• 96" Diameter (CIPP) PA Noolp• Pipe Cleaning & Video Inspection • No Dig Point Repair Systems �•w,Cbnvq.. -Excavation • Sliplining •Grouting till757-366-9505 • Trenchless Repair of Pipe Leaks & Defects ' wwraMiroleuHlNla.mm Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Total Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks / Fractures Number of Deposits Custom7 OM Grade Reverse Setup ID Date ROAD A (SPARROW City HILL) CI SWMC Sanitary 18 Circular 185 Not Controlled Pre -Acceptance Jetting Dry 0 111 0 Imperial Units (US) True Work Order C6 Manhole Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Survey Pipe Width Material Pipe Joint Length Length Surveyed Year Renewed Misc Media Label Sewer Category Date Cleaned Location Code Location Details Custom Number of Roots Number of Broken / Holes / Collapse Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value Project Completed 10/8/2019 11:46 ALBEMARLE COUNTY,VA 13.6 15.0 Downstream Polyethylene 180.4 DVD SW 10/8/2019 11:47 Yard 5] 21930 SPARROW HILL Yes Created with the "tl1J report generator Back Projk t: 21930 SPARROW H L Date: 10/8/2019 11:46:00 AM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: C1 Length Surveyed: 180.4 Downstream MH: SWMC Pacp Quick Overall Rating: 2111 Direction of Survey: Downstream Height (Diameter): 18 Material: Polyethylene Street: ROAD A (SPARROW HILL) ID Number: C1 (0.0) AMH - Manhole Remark: C1 •.• (0.0) MWL - Water Level - (120.3) RFJ -Roots Fine Joint- Position 6 (159.5) OBJ - Obstacle In Joint - Position: 8 To 10 Remark: WOOD / DEBRIS (180.4) AOC - Special Chamber Remark: SWMC Total Distance: 180.4 (0) ID Number: SWMC Created with the f T, report generator Back -PIPE LINING 6"- %" Dlameter (CIPP) AWV•Pipe Cleaning & Video Inspection • No Dig Point Repair Systems 211S A. -C6 . Y• • Excavation - Sliplining • Grouting 757-366.9505 •Trenchless Repair of Pipe Leaks & Defects wrw.telst•bullallo},tom Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Date 10/9/2019 10:23 Reference Street ROAD A (SPARROW CitY ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH CIA Rim to Invert (U) 4.7 Grade to Invert (U) Rim to Grade (U) Downstream MH C Rim to Invert (D) 0.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length Length Surveyed 10.3 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning No Pre -Cleaning Date Cleaned 10/9/2019 10:23 Weather Dry Location Code Easement/Right of Way Additional Info NO ACCESS Location Details DOWNSTREAM Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C6 Project 21930 SPARROW HILL Completed Yes Created with the ` tv report generator Back Proj. _t: 21930 SPARROW K _L Severi Date: 10/9/2019 10:23:00 AM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: C1A Length Surveyed: 10.3 Downstream MH: C Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) CO; ID Number: C1A (0.0) ACB - Catch Basin Remark: C1A (0.0) MWL - Water Level (10.3) AOC - Special Chamber Remark: C .. Total Distance: 10.3 Wi ID Number: C Created with the QGL report generator Back • PIPE LINING 6"• 96" Diameter (CIPP) • Pipe Cleaning 8 Video Inspection • No Dig Point Repair Systems llil YA •Excavolion-Sliplining-Grouting 757-366.9305 •Trenchless Repair of Pipe Leaks 8 Defects www.lAltolcWillllw.wm Project Information Surveyor Name NAT1 AN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Reference Date 10/8/2019 11:00 Street ROAD A (SPARROW City ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH C2 Rim to Invert (U) 13.7 Grade to Invert (U) Rim to Grade (U) Downstream MH Cl Rim to Invert (D) 12.6 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 18 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 129 Length Surveyed 126.9 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/8/2019 11:01 Weather Dry Location Code Yard Additional Info DOWNSTREAM MH Location Details DEPTH = 13.617T Custom Number of Taps 0 Number of Roots 0 Num Cracks / Number of Broken / Fractures 0 Holes / Collapse 0 Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C6 Project 21930 SPARROWHILL Completed Yes Created with the 0& report generator Back Proj A: 21930 SPARROW H _L Seved Date: 10/8/2019 11:00:00 AM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: C2 Length Surveyed: 126.9 Downstream MH: C1 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 18 Material: Polyethylene Street: ROAD A (SPARROW HILL) V % ID Number: C2 (0.0) AMH - Manhole Remark: C2 (0.0) MWL - Water Level (126.9) AMH - Manhole Remark: C1 Total Distance: 126.9 (0) ID Number: C1 Created with the report generator Back -PIPE LINING 6"- W Diameter (CIPP) Wffl• Pipe Cleaning 8 Video Inspection *No Dig Point Repair Systems till ol.,A».•Qm. .VA 'Excavation - Cl: plining -Grouting 757-366.9505 •Trembless Repair of Pipe Leaks B Defeds riww.lAslofeuN011cl.tom Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Total Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks! Fractures Number of Deposits Custom7 OM Grade Reverse Setup ID Project Information NAT14AN BROWN Certificate Number U0218-070300770 VDOT Customer KYLE REDINGER PO Number Date ROAD A (SPARROW City HILL) C3 C2 Sanitary 18 Circular 24 Not Controlled Pre -Acceptance Jetting Dry M IJ 0 Imperial Units (US) True Work Order C6 Manhole Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Survey Pipe Width Material Pipe Joint Length Length Surveyed Year Renewed Misc Media Label Sewer Category Date Cleaned Location Code Location Details Custom Number of Roots Number of Broken I Holes / Collapse Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value Project Completed 10/8/20I 9 10:24 ALBEMARLE COUNTY, VA 13.5 13.7 Upstream Polyethylene 24.2 DVD SW 10/8/2019 10:33 Yard 1 111 21930 SPARROW HILL Yes Created with the 'lWaosn , Qr± report generator Back Pr®j� 1: 21930 SPARROW H -L Severi ty Date: 10/8/2019 10:24:00 AM Pipe Segment Reference: Street: ROAD A (SPARROW HILL)Upstream MH: C3 Length Surveyed: 24.2 Downstream MH: C2 Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Height (Diameter): 18 Material: Polyethylene Street: ROAD A (SPARROW HILL) C,' ID Number: C2 (0.0) AMH - Manhole Remark: C2 (0.0) MWL - Water Level (24.2) ACB - Catch Basin Remark: C3 Total Distance. 24.2 (O`, ID Number: C3 `` Created with the 111 report generator Back I *PIPE LINING 6"- W Diameter (CIPP) • Pipe Cleaning & Video Inspection *No Dig Point Repair Systems i11 A.. � y V< • EXcavallon - Sliplining -Grouting 757-366-9505 •Trenchless Repair of Pipe Leaks & Defects wwr..fastatevHlNl•s.mm Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Reference Date 10{7/2019 15:18 Street ROAD B (MCKINLEY) City ALBEMARLE COUNTY, VA Comments Manhole Upstream MH C3A Rim to Invert (U) 7.0 Grade to Invert (U) Rim to Grade (U) Downstream MH C3 Rim to Invert (D) 5.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 185 Length Surveyed 183.4 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/7/2019 15:18 Weather Dry Location Code Light Highway Additional Info DOWNSTREAM MH Location Details DEPTH = 15.OFT Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / Fractures Holes / Collapse 0 Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C6 Project 21930 SPARROW HILL Completed Yes Created with the ( report generator Back Proj, A: 21930 SPARROW K .L Date: 10/7/2019 3:18:00 PM Pipe Segment Reference: Street: ROAD B (MCKINLEY) Upstream MH: C3A Length Surveyed: 183.4 Downstream MH: C3 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Street: ROAD B (MCKINLEY) ON ID Number: C3A (0.0) ACB - Catch Basin Remark: C3A . . (0.0) MWL - Water Level (183.4) ACB - Catch Basin Remark: C3 Total Distance: 183.4 CO ID Number: C3 Created with the "Li report generator Back • PIPE LINING 6"- 96" Diameter (CIPP) NOAP•Pipe Cleaning & Video Inspection • No Dig Point Repair Systems •EtiSliliiGti mew. •• xcavaon- pnno- rou no 757-366-9505 •Trenchless Repair of Pipe Leaks & Deleds www.tAstotp Willtles.com Project Inforrnatfion Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Date 10/7/2019 14:34 Reference Street ROAD B (MCKINLEY) City ALBEMARLE COUNTY, VA Comments Upstream MH C3B Rim to Invert (U) 6.8 Grade to Invert (U) Rim to Grade (U) Downstream MH C3A Rim to Invert (D) 7.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Upstream Pipe Height (Diameter) 15 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 33 Length Surveyed 31.1 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/7/2019 14:37 Weather Dry Location Code Light Highway 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 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C6 Project 21930 SPARROWHILL Completed Yes Created with the V;3 tI ' r report generator Back Proj A: 21930 SPARROW F; _L Date: 1on12019 2:34:00 PM Pipe Segment Reference: Street: ROAD B (MCKINLEY) Upstream MH: C36 Length Surveyed: 31.1 Downstream MH: C3A Pacp Quick Overall Rating: 2200 Direction of Survey: Upstream Height (Diameter): 15 Material: Polyethylene Street: ROAD B (MCKINLEY) co t ID Number: C3A (0.0) ACB - Catch Basin Remark: C313 (0.0) MWL - Water Level (1.0) MWLS - Water Level Sag - Cont Def: S01 (11.3) MWLS - Water Level Sag - Cont Def: F01 (31.1) ACB - Catch Basin Remark. C313 Total Distance: 31.1 ID Number C313 Created with the v report generator Back -PIPE LINING 6"-%" Diameter (CIPP) • Pipe Cleaning & Video Inspection W00 • No Dig Point Repair Systems 211' �A".-Chnap. VA •Excavation - Sliplining - Grouting 757-366.9505 •Trenchless Repair of Pipe Leaks & Deleds •ww.biarol•uNU�I•s.<om Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Date 10/8/2019 09:42 Reference Street ROAD A (SPARROW city ALBEMARLE HILL) COUNTY, VA Comments Manhole Upstream MH C4 Rim to Invert (U) 13.0 Grade to Invert (U) Rim to Grade (U) Downstream MH C3 Rim to Invert (D) 13.5 Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polyethylene Lining Method Pipe Joint Length Total Length 33 Length Surveyed 31.8 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre -Acceptance Sewer Category SW Pre -Cleaning Jetting Date Cleaned 10/8/2019 09:43 Weather Dry Location Code Light Highway Additional Info Location Details Custorn Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken I 0 Fractures Holes / Collapse Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order C6 Project 21930 SPARROW HILL Completed Yes Created with the " w report generator Back Proj� A: 21930 SPARROW H .L ty Date: 10/8/2019 9:42:00 AM Pipe Segment Reference: Seven Street: ROAD A (SPARROW HILL)Upstream MH: C4 Length Surveyed: 31.8 Downstream MH: C3 Pacp Quick Overall Rating: 2400 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) (0.0) ACB - Catch Basin Remark: C4 (0.0) MWL - Water Level (10.4) MWLS - Water Level Sag - Cont Def. S01 (30.8) MWLS - Water Level Sag - Cont Def. F01 (31.8) ACB - Catch Basin Remark: C3 Total Distance: 31 8 G' ID Number: C4 ID Number: C3 Created with the q report generator Back -PIPE LINING 6"- %" Diameter (CIPP) *Pipe Cleaning 8 Video Inspection -No Dig Point Repair Systems Itt,�•f, -• •Exmvalion-Sliplining-Grouting 757-366.9505 •Trenchless Repair of Pipe Leaks 8 Defects www.iri�tofpNilNlw.com Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Total Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks / Fractures Number of Deposits Custom7 OM Grade Reverse Setup ID Project Information NATHAN BROWN Certificate Number U0218-070300770 VDOT Customer KYLE REDINGER PO Number Date ROAD A (SPARROW City HILL) C5 C4 Sanitary 15 Circular 134 Not Controlled Pre -Acceptance Jetting Dry I7 7 11 Imperial Units (US) True Work Order C6 Manhole Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Survey Pipe Width Material Pipe Joint Length Length Surveyed Year Renewed Misc Media Label Sewer Category Date Cleaned Location Code Location Details Custom Number of Roots Number of Broken / Holes / Collapse Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value Project Completed 10/8/2019 09:27 ALBEMARLE COUNTY, VA 6.3 13.0 Downstream Polyethylene 135.3 DVD SW 10/8/2019 09:28 Light Highway D 11 21930 SPARROW HILL Yes Created with the *e713SIt(! q� report generator Back Proj A: 21930 SPARROW K _L Severi Date: 10/8/2019 9:27:00 AM Pipe Segment Reference: Street: ROAD A (SPARROW HILL)Upstream MH: C5 Length Surveyed: 135.3 Downstream MH: C4 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) ID Number: C5 (0.0) AMH - Manhole Remark: C5 - (0.0) MWL - Water Level (135.3) ACB - Catch Basin Remark: C4 Total Distance: 135.3 0C ID Number: C4 Created with the report generator Back • PIPE LINING 6"- 96" Diameter KIPP) • Pipe Cleaning & Video Inspection % *No Dig Point Repair Systems fill � VA •EXcavalion • Sliplining •Grouting 757•366-9505 •Trenchless Repair of Pipe Leaks & Defeds rrww.trifble"tilUloa.a•m Project Information Surveyor Name NATHAN BROWN Certificate Number U0218-070300770 Owner VDOT Customer KYLE REDINGER Drainage Area PO Number Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Total Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks I Fractures Number of Deposits Custom7 OM Grade Reverse Setup ID Date ROAD A (SPARROW City HILL) DI BMPD Sanitary 15 Circular Not Controlled Pre -Acceptance No Pre -Cleaning Dry 17 0 R1 Imperial Units (US) True Work Order C6 Manhole Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Survey Pipe Width Material Pipe Joint Length Length Surveyed Year Renewed Misc Media Label Sewer Category Date Cleaned Location Code Location Details Custom Number of Roots Number of Broken / Holes / Collapse Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value Project Completed 10/9/2019 10:57 ALBEMARLE COUNTY,VA 10.0 6.6 Downstream Polyethylene 1 DVD SW 10/9/2019 11:06 Easement/Right of Way 0 IC 21930 SPARROW HILL No Created with the Qul report generator Back Proj., A: 21930 SPARROW H _L seven ty— Date: 10/9/2019 10:57:00 AM Pipe Segment Reference: Street: ROAD A (SPARROW HILL) Upstream MH: D1 Mod era I e Length Surveyed: 1 Downstream MH: BMPD Average Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy Height (Diameter): 15 Material: Polyethylene Street: ROAD A (SPARROW HILL) C6.;' ID Number: D1 (0.0) ACB - Catch Basin Remark: D1 (0.0) MWL - Water Level (1.0) MGO - General Observation Remark: DEBRIS / NO ACCESS FOR CLEANING (1.0) MSA - Abandoned Survey Remark: NEEDS CLEANING Total Distance: 1 (0) ID Number: BMPD Created with the rt report generator Back