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HomeMy WebLinkAboutSUB201400160 Study Road Plan and Comps. 2015-09-17 GEO•TERRAIN ORGANIZATION, 4-6 D ON OUR iNFORmATF0N7F YOUR L INC. February i7. 201.6 Mr.Vito Cetta 1730 Owensfield Road Charlottesville,Virginia 22901 RE: California Bearing Ratio Test Results Out of Bounds Site Development COT Albemarle County, Virginia GTO Project No,:14G-1.77-069 Dear Mr. Cetta: 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 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. Only portions of the roadways associated with the Out of Bounds project limits are part of this analysis. Areas sampled as part of this analysis are the portions of Georgetown Road and Bennington Road that are part of this project. Pavement thicknesses for the roadway 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.As tested,these materials have an average soil support values, confirmed by an average CBR value of 6.3. > In paved areas, the soil up to six(6) Inches below planned subgrade elevations for 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 to the 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. 100-A INTERSTATE BUSINESS PARK FREDERICKSBURG, VA 22405 •OFFICE: 540-368-5724• FAX: 540-368-5725 Virginia Department of Transportation—Pavement Design Guide `vC 1996 (rev2000) • Appendix IV FIexibie Pavement Design Worksheet for New Subdiiision Streets This sheet is intended for use and submission in conjunction with Vi OT's Subdivision Street Requirements I County f ku,,q✓(r C vi Date: 'Auy/7 Z�Subdivision �j ,S'. l ;; t Namer w, l ,94/f «-7). IDevelopery 0 71 6' Phone: ADT Projected traffic for the street seg?aent considered,as defined in the Subdivision Street Requirements. CBR Design CBR=Average of CBRT x 2/3 and modified only as discussed in the Pavement Design Guide. CBRT CBR value of the subgrade sample,taken and tested as specified in the Pavement Design Guide D1vE VDOT District Materials Engineer . EFT 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 withs'and repeated Ioading. SSV Soil support value of subgrade(SSV=CBRn x RF) Dp Tniclatess 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 E. . .�� :� i �.�.-. '"�;..�- �4R�.����� - Step;`Zx- Determine;Desiyrr�Values�'�.,:_,.; a ; .Ste ,+e#ernune +estan':.ADTA.:>v '� -4. ;';,% ...._ ,` u,ii-i v y- ADT j2.-' Sample ( DBR; Resiliency Factor (RF) 1 r 1 5.3 Source j Value %HCv= 100 x HCV x ADT) c—'bG Y 2 I 6. 1 Table 1 kr- OT r 3 Cif() Appendix I /.o 20 x HCV Note:For %HCV>5%, r t/ q. DME approved RF /1° Note:For%HCV S%,use ADT I DnADT 'T 6 •// For preliminary deigns,use the lowest RF r value in the equation + Design ADT j _ 1'.• . Z CBR x RF IT.'. :.SSV'=.:> ' . Use greater of ADT or EFT ( / ( `` z- ) x ( (c a ) = f 7+ Z Step'3 .Aavement:Design -.(Check appropriate box and show proposed pavement design below.) J (A) Limited to Design.ADT S 400 -Show pavement material notations and thickness from Appendix IV Tables A and B. iJ (B) Show pavement section as developed in the Pavement Design Guide. DR= 9'0 (SrAppendix III for material notations and thickness equivalency values(a)). from :om Appendix 1 Description of Proposed Pavement Section Material Notation I Thickness, h a I (a x h) Surface I i`, ._J fa Ji _ / �1/ - /r[4 ! 2c0 I /`s;7 1 . j 3'( Base I ��,d x ,,vie 21.4 I G 6 /r v 1 �. .., Subbase I 1 Da must equal or exceed the value of DR. Dp= Z(a x h)_ 9 3 26 Virginia Department of Transportation—Pavement Design Guide © 1996 (rev2000) • Appendix IV • Flexible Pavement Design Worksheet for New Subdivision Streets This sheet is intended/nfor use and submission in conjunction with VDOT's Subairision Street Requirements I County rl 4etia dvlc 4rA,l •Iti1 I Date: 4 /7 Zr I i Subdivision co,/ /zero.— s // j Stmt Name i 6.e.,4', 4.444. /47..., (setvi rit ,a/ed2. IDeveloper HY-. 1 �p j Phone: ADT Projected traffic for the street segment considered,as defined in the Subdivision Street Requirements. CBR0 Design CBR=Average of CBR-x 2/3 and modified only as discussed in the Pavement Design Guide. CBRT CBR value of the subgrade sample,taken and tested as specified in the Pavement Design Guide DME VDOT District Materials Engineer EPT Equivalent projected tan. 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. P,F Resiliency Factor=Relative value of the subgrade soil's ability to withstand repeated Ioading. SSV Soil support value of subgrade(SSV=CBR0 x RF) Do Thickness index of proposed pavement design computed by the Conventional Pavement Design Method DR Thickness index required,based on Design.ADT and SSV,determined by Appendix E. K ,. l.-�:wp'"- ; < -t$te '2:;q;;.:Deten�ine Desi Oat -.... .. a � .w nm � t_ �'s c i` p;- •.�.Y, __.g: v....,„:0%;.;.„-..-_,-,.....,,,t„:rtr•4. -:� "+ ..Step eternun Assign. T>.::* ;. h :.,rs ,, :C. { -- •a�:s.:�:�w�i��aw„N::�;..�::a.:u...:..•.� ..- ... .?.r: .-. . , . _ �.-��;:CBR;RF�aiid-SS1twry. ADT f g 4(2 Sample DBRT i Resiliency Factor (RF) nu 1 b 3 Source Value i %HCV= 100 x HCV x ADT) ; 5 , :4 2 b f Table 1 /'( or 20 x HCV Note:Fcr 74 3 54 a Appendix I I I.D %`$CV>=%, 0 9 e DME approved RF . /.o Note:For%tICV: S%,use AD: .cPT>AD! .` r �,/ t For preliminary designs,use the lowest RF , } I v-aiuc i_-t the cquatior. Design ADT r Use greater of ADT or EPT ! CBRn x RF _ g,j2 l'4....: ,l SV >S Step”3 =PaVement:Desig n ..(Check appropriate box and show proposed pavement design below.) ..! (A) Limited to Design.ADT 5 400 -Show pavement material notations and thickness from Appendix IV Tables A and 3. D (B) Show pavement section as developed in the Pavement Design Guide. DR= /174V (See Appendix III for material notations and thickness equivalency values(a)). from Appendix S Description of Proposed Pavement Section Material Notation 1 Thickness,r. I a (a x h) Surface j ,4_rr ittA /L� % -4 fA i 7, 2.i r, 3 37/ l Base j - C44,4,4 .'—21-0 ! ;-O 1,1_2( 6,75--- , Subbase , fi/Al /4ycyk 7.1/4 I g 4 I d.‘ D? must equal or exceed the value of DR. Dp= E(a x h)= /y: nr 26 BEARING RATIO TEST REPORT VTM-008 (2005) 200 2 160- __ _. . . - 1.6 _ _ ... u) C. 4) 120 u __ .__ 1.2 c S u) $.- u) co = ce to C 3 o cn tr. co „6- 80 --- - - 0.8 b c to O. 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 Soaked CBR eif4 ---------------- Linearity Surcharge Max' Density Percent of Moisture Density Percent of Moisture Correction Swell 0.10 in. 010 in. (lbs.) Oct) Max.Dens. (%) (PO Max.Dens. (%) (in.) (%) 1 0 105.7 100.1 18.1 104.3 98.8 26.9 5.3 5.2 0.008 10 1.4 2L --- -- - - __ 3D Material Description Max. Optimum USCS Dens. Moisture LL PI Ittcf) 1%1 Reddish Brown and Brown sandy Silt,trace clay ML 105.6 18.0 45 5 Project No: 140-177-069 Test Description/Remarks: Project: Out of Bounds Site Development COT Standard Proctor Compaction Source of Sample: Georgetown Road Station 14+50 Sample Number: 8 Depth: subgrade Date: 2-26-15 BEARING RATIO TEST REPORT Geo-Terrain Organization Figure Moisture-Density Relationship Test 115 110 118.0%, 05.6 pc ,.---.._-• • 105 a — — -a _- — 100 95 O ZAV for Sp.G. _ 90 2.65 5 10 15 20 25 30 35 Water content, % Test specification: ASTM D 698-91 Procedure A Standard Elev/ Classification Nat. %> %< Depth USCS AASHTO Moist Sp.G. LL PI #4 No.200 subgrade ML A-5(5) 21.6 2.65 45 5 0.0 72.3 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density= 105.6 pcf Reddish Brown and Brown sandy Silt,trace clay Optimum moisture= 18.0% Project No. 14G-177- Client: Mr.Vito Cetta Remarks: Project: Out of Bounds Site Development COT o Source: Georgetown Road Station 14+50 Sample No.: 8 Geo-Terrain Organization Figure Particle Size Distribution Report E .6 .E g .!e • 5 c W 0 py AoV g ^ chi 80-+ I{D co N , g 'A 7t I I 1 i 1 1I 11 1 1 1 ! I 1 I 1 1 1 ! i1 ! I I 90 1 . 1 I I I ! .. I 1 , 1 ! ' I 11 I I I 1I 1 i i j I I ! 1 11i ! 1 ! ; I ! ! 80 I 14 I f 1 1 i. ! II 70 I ! '! 1 h I I 1 1 1 i i ! � I I I ! I i ( I ( ( w 60 ISI1 1 1 ` 1I I I_ ! I J I I 1 Z i ! I LL I I I ! I I ! 11 I I Z 50 I a I l l i a I ( } i 1-- w I I 1l 1 1 II I 1 I Ct I I i I i 1 a 40 I I I f I f i ! 30 ! !I I I I i ;I Hf 20I I _I i 1 10 i f I ! i I 0 „ 1 11 11 I I IJII! 100 10 i 0.1 0.01 0.001 GRAIN SIZE-mm. %Gravel %Sand J %Fines+3" Coarse Fine Coarse Medium Fine I Silt Clay 0.0 0.0 0.0 4.5 3.6 19.6 I 72.3 SIEVE ' PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) Reddish Brown and Brown sandy Silt,trace clay #4 100.0 1 #10 95.5 #40 91.9 #60 85.1 Atterberg Limits #200 72.3 PL= 40 LL= 45 PI= 5 Coefficients D90=0.3594 085=0.2474 060= D50= D30= D15= D10= Cu— Cc= Classification USCS= ML AASHTO= A-5(5) Remarks I I * (no specification provided) Source of Sample: Georgetown Road Station 14+50 Depth: subgrade Sample Number: 8 Date: 2-26-15 Client: Mr.Vito Cetta I Project: Out of Bounds Site Development COT Geo-Terrain Organization Project No: 14G-177-069 Figure • BEARING RATIO TEST REPORT VTM-008 (2005) 200 2 160 • 1.6- --- .N Q. m = 120 -"-- - -.___--.'- - - .._._.-...__ -- - --- ---------.__._._ _e 1.2.._--_._...._ " t4 0 c 3 O d1 w I° 80- - -_--._._ d c m a 40 ____._. __ 0.4 0 0 0.1 0.2 0.3 0.4 0.5 0 0 24 48 72 96 Penetration Depth (in.) Elapsed Time(hrs) Molded Soaked CBR(%) Linearity Max. Surcharge Density Percent of Moisture Density Percent of Moisture Correction Swell (pcf) Max.Dens. (%) (pcf) Max.Dens. (%) 0.10 in. 0.20 in. (in) (lbs.) (%) 1 0 101.4 100 20.7 100.1 98.8 28.1 6.1 5.6 0.000 10 1.2 20 3 ❑ Material Description Max. Optimum USCS Dens. Moisture LL PI (pcf) (%) Reddish Brown sandy Silt,trace gravel and clay ML 101.4 20.6 42 6 Project No; 140-177-069 Test Description/Remarks: Project: Out of Bounds Site Development COT Standard Proctor Compaction Source of Sample: South Bennington Road Station 1550 Sample Number: 7 Depth: subgrade Date: 2-26-15 BEARING RATIO TEST REPORT Geo-Terrain Organization Figure Moisture-Density Relationship Test 107 +0.8°.. 101.0pc1_.___ . geo.:411 102 120.6%. 101.4 pci 97 c O 92 • ---- 87 ZAV for Sp.G. = - -- — - 2.65 82 5 10 15 20 25 30 35 Water content, % —0---Rock Corrected —a—- Uncorrected Test specification: ASTM D 698-91 Procedure A Standard ASTM D 4718-87 Oversize Corr.Applied to Each Test Point Elev/ Classification Nat. %> %< Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 subgrade ML A-5(7) 22.1 2.65 42 6 0.8 79.6 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 101.4 pcf 101.0 pcf Reddish Brown sandy Silt,trace gravel and clay. Optimum moisture=20.6 % 20.8 % Project No. 14G-177- Client: Mr.Vito Cetta Remarks: Project: Out of Bounds Site Development COT o Source: South Bennington Road Station 15+50 Sample No.: 7 Geo-Terrain Organization Figure Particle Size Distribution Report .,t a • 100 ' II I • • 11 1 - 1 I - 1I I , 1 1 • I I 1 11 _ . . l 1 , (- .90 I I i I I I ` I I I l l 14 I I I ! 80 i , i l i t a + I I ' + i ; , i l i i ; I � ; II 1 II ii I iI i I II ' ' Z fi0 • ( I I I ! i ' W 50 I CC 0_ 40 I i i `1 I I 1 30 I I — - — I ( 20 L I - 1 ! 1_ j _ I__L I I I I i i I I I I ! ( I 10 i 1 I i I i iI • I ' 11 0 I I , i II i_-I I I l i 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. +3.. %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.8 1.2 1.7 16.7 79.6 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) Reddish Brown sandy Silt,trace gravel and clay .375 100.0 #4 99.2 #10 98.0 #40 96.3 Atterberg Limits #60 90.2 PL= 36 LL= 42 PI= 6 #200 79.6 Coefficients D90=0.2464 D85=0.1508 060= D50= D30= D15= 010= Cu= Cc= Classification USCS= ML AASHTO= A-5(7) Remarks * (no specification provided) Source of Sample: South Bennington Road Station 15+50 Depth:subgrade Sample Number: 7 Date: 2-26-15 Client: Mr.Vito Cetta Project: Out of Bounds Site Development COT Geo-Terrain Organization Project No: 14G-177-069 Figure BEARING RATIO TEST REPORT VTM-008 (2005) 100 2 80 -------- 1.6 ------ --------------- ------ - w Ct. u• 60 _____ ____ _ ._ _ _. 1.2 C Is. JP e 0 = re 0 c O en ..r. 0 N- 40 E.6 0.8 tu c es a. 20 - . 0.4 ----- 0o ---------- - - - --- 0/ 0 0.1 0.2 0.3 0.4 0.5 24 48 72 96 Penetration Depth(in.) Elapsed Time(hrs) _ Molded Soaked CBR(%) Linearity Surcharge Max' Density Percent of Moisture Density Percent of Moisture Correction Swell 0.10 in. 0.20 in. (lbs.) (pcf) Max.Dens. (%) (pcf) Max.Dens. (%) (in.) (%) 1 0 93.6 100 25.8 92.0 98.3 31.9 4.0 4.0 0.000 10 1.7 _ .. _. . ..__. 2 ' 3D Material Description Max. Optimum USCS Dens. Moisture LL P1 (pcf) (%) Reddish Brown and Brown sandy Silt and Clay ML 93.6 25.8 48 12 Project No: 14G-177-069 Test Description/Remarks: Project: Out of Bounds Site Development COT Standard Proctor Compaction Source of Sample:Georgetown Road Station 20+00 Sample Number: 3 Depth: subgrade Date: 1-14-15 BEARING RATIO TEST REPORT Geo-Terrain Organization Figure Moisture-Density Relationship Test 100 I 95 r :0. • . . — I 90 • 85 • 80 _ . ..-—---- -- --------- --- - t--------- - - --ZAV for Sp = .G. 165 5 15 25 35 45 55 65 Water content, % Test specification: ASTM D 698-91 Procedure A Standard Elev/ Classification Nat. %> %,< Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 subgrade ML A-7-5(13) 27.0 2.65 48 12 0.0 84.9 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density=93.6 pCf Reddish Brown and Brown sandy Silt and Clay Optimum moisture=25.8 % Project No. 14G-177- Client: Mr.Vito Cetta Remarks: Project: Out of Bounds Site Development COT o Source: Georgetown Road Station 20+00 Sample No.: 3 Geo-Terrain Organization Figure Particle Size Distribution Report s c a Eli 1 ;Ili co cl n c'S i► x ' 100 I I ( f 1 1 I I I 1 1 I l I I I so ! ! IJ I L _ - I1 I I I I I I I I I I I I ` I I i I r (I II I I I I I � ! I I 80 , I ' 1 ! i - 1- ' 1I; ' - I I ! , II I I II l I I I { I1 I I I II I ; I I I ' II I � IIII I 70 1 tI ,( I ---11 I f I I`_ ' ! I { II I li I W 60 I I ( I- , _ 1 _I I- I Z I I II ! ' 14 i t I I L.L. I I I ! I ! I z 50 1 1 I I I W ! I 1 0 ! 1 I • I lil a I 40 I t t I 1' I. I I I I ! 30 l I I , If II 20 1 I l a 1 I'_i. . 1! I I { I ! i ' I I I I I I I 10 I i ( - i I i ' ! I i ! 1 I I ! I I 0 ,I I I I I I I _ 11 !( it 1 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. %+3" %Gravel %Sand I %Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.8 1.2 13.1 I 84.9 SIEVE PERCENT SPEC' PASS? Material Description SIZE FINER PERCENT (X=NO) Reddish Brown and Brown sandy Silt and Clay #4 100.0 #10 99.2 #40 98.0 #60 95.6 Atterberg Limits #200 84.9 PL= 36 LL= 48 P1= 12 Coefficients D90=0.1249 D85=0.0758 D60= I D50= D30= D15= D10= Cu- Cc= Classification USCS= ML AASHTO= A-7-5(13) Remarks 1 I I (no specification provided) Source of Sample: Georgetown Road Station 20+00 Depth: subgrade Sample Number: 3 Date: 1-14-15 Client: Mr.Vito Cetta Project: Out of Bounds Site Development COT Geo-Terrain Organization I Project No: 14G-177-069 Figure BEARING RATIO TEST REPORT VTM-008 (2005) 200 1 160 47) cl. 3 120 -- 0.6 2 .in 7 '41••• t = rt 0 c 3 o u) •47.• ....! 80 - - 0.4 - - 11) c c O. 40 / 0.2 --------------- ---------------- - ------- - 0 0 f/ 0 0.1 0.2 0.3 0.4 0.5 0 24 48 72 96 Penetration Depth(in.) Elapsed Time(hrs) Soaked CBR(%) Linearity Max. Surcharge Density Percent of Moisture Density Percent of Moisture 010 I020. Correction P • Swell . n. in. e) (pcf) Max.Dens. (%) (pcf) Max.Dens. (%) (In.) . (%) 1 0 115.1 99.7 13.3 114.4 99.1 19.3 9.8 8.5 0.000 10 0.6 2L 3D Material Description Max. Optimum USCS Dens. Moisture LL P1 Ind) (%) Brown sandy Silt,trace gravel ML 115.5 13.1 0 0 Project No: 140-I 77-069 Test Description/Remarks: Project: Out of Bounds Site Development COT Standard Proctor Compaction Source of Sample: Int of S.Bennington and Georgetown Road Station 121-14 Sample Number: 2 Depth: subgrade Date: 1-14-15 BEARING RATIO TEST REPORT Geo-Terrain Organization Figure Moisture-Density Relationship Test 123 \ . 118 - , 13.4%, 114.6 pcfl 113.1%, 115.5 p i 113 a _ . .__.. . ___ .... -- T C a 1_' r 108 •- 103 – - - ZAV for Sp.G. _ 2.65 98 3 8 13 18 23 28 33 Water content, % --•---Rock Corrected --o—-Uncorrected Test specification: ASTM D 698-91 Procedure A Standard ASTM D 4718-87 Oversize Corr.Applied to Each Test Point Elev/ Classification Nat. Sp.G. LL PI %> %< p Depth USCS AASHTO Moist. #4 No.200 subgrade ML A-4(0) 10.0 2.65 0 0 2.6 59.3 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 115.5 pcf 1 114.6 pcf Brown sandy Silt.trace gravel Optimum moisture= 13.1 % 13.4 % Project No. 14G-177- Client: Mr.Vito Cetta Remarks: Project: Out of Bounds Site Development COT o Source: Int of S.Bennington and Georgetown Road Station 12+14 Geo-Terrain Organization Figure Particle Size Distribution Report o 8 g 8�y 100 I Alli I •1 1 1 1 1 1 I I I 1 1 1 90 I 1 . IJ - i I 1_ •• I 1, I I 1 1 ( I I I I I I I i t i Ii' • I l i i 80 I I -1 - I 1 I • ; i I i i I1 1 I 11 1 II i I I I II I j 70 I i ( i 1 1 I I ( i i, j I II 1 11 I1 I I ccI 1 1 I I II I I z 80 1 1 I 111 ; : . , ri: ( I Z 50 I I 1 ✓ -,-, 4, - w I II 1 0 40 I I I II j I a I i 1 I1 i , I I i I 30 I i 1 _- I _ - - I — - - I ) 1 1 , 1 1 20 I 1_ I- J l -l_ J . -t.- G („—1 . ' I ! I I I I I II I I I I I I I 1 10 I 1 1 1 I ' I I I I 1 1I 1 1 I 1 II I I 0 1 I I ,1 I � I I 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. %+3„ %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 1 0.0 2.6 5.9 6.8 25.4 59.3 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) Brown sandy Silt,trace gravel .375 I 100.0 #4 97.4 #10 9L5 #40 84.7 Atterberg Limits #60 80.3 PL= 0 LL= 0 PI= 0 #200 59.3 Coefficients D90= 1.5259 D85=0.4513 D60=0.0775 D50= D30= D15 = D10= Cu= Cc= Classification USCS= ML AASHTO= A-4(0) Remarks I * (no specification provided) Source of Sample: Int of S.Bennington and Georgetown Road Station 12+14 Sample Number: 2 Depth: subgrade Date: 1-14-15 I Client: Mr.Vito Cetta i Project: Out of Bounds Site Development COT Geo-Terrain Organization Project No: 14G-177-069 Figure ---.._._. . BEARING RATIO TEST REPORT VTM-008 (2005) 200 2 160 - -. - - - 1.6 1 04) 120 __._.__ - •- O N a c 3 o co) :i+ E 80 _ --- -------- 0.8 1 c a) a 40 / 0.4 -- -- ---- o p 0 0.1 0.2 0.3 0.4 0.5 0 24 48 72 96 Penetration Depth(in.) Elapsed Time(hrs) Molded Soaked CBR M Linearity Max. — .._. Surcharge Density Percent of Moisture Density Percent of Moisture Correction Swell (pcf) Max.Dens. (%) (pef) Max.Dens. (%) 0.10 in. 0.20 fn. (in.) (lbs.) (%) 1 0 107.3 99.9 18.7 106.1 98.8 27.5 6.1 6.1 0.000 10 1.1 2 0 3 Material Description Max. ' Optimum USCS Dens. Moisture LL Pi loci) (%) Reddish Brown sandy Silt,race clay and small gravel ML 107.4 18.5 41 8 Project No: 14G-177-069 Test Description/Remarks: Project: Out of Bounds Site Development COT Standard Proctor Compaction Source of Sample: South Bennington Road Station 10+25 Sample Number: 1 Depth: subgrade Date: 1-14-15 BEARING RATIO TEST REPORT Geo-Terrain Organization Figure Moisture-Density Relationship Test 115 110 . — 418.6%. 107.1 pC$ -._.._.. -118.5%, 107.4 pck I 105i . , a - _ / _ 100 r 95 • ZAV for - — Sp.G. = 90 2.65 5 10 15 20 25 30 35 Water content, % —•—-Rock Corrected —p---Uncorrected Test specification: ASTM D 698-91 Procedure A Standard ASTM D 4718-87 Oversize Corr.Applied to Each Test Point Elev/ Classification Nat. o%> %.c Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 subgrade ML A-5(8) 18.6 2.65 41 8 0.6 79.4 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 107.4 pcf I 107.1 pcf Reddish Brown sandy Silt,race clay and small gravel Optimum moisture= 18.5 % I 18.6% Project No. 14G-177- Client: Mr.Vito Cetta Remarks: Project: Out of Bounds Site Development COT 10 Source: South Bennington Road Station 10+25 Sample No.: 1 Geo-Terrain Organization Figure Particle Size Distribution Report 100 � Z � jll 1 :l 1 ; p ! 1 I� I 1 1 11 11 ; 1 1 I l i l 90 I 1 . 1 1 I i _. J_ 11 1 { 1 I I i ! 1 1 1 II '1 1 I I ! ! I ! ! 1 1 1 ! II 1 I I � 1 1 I ! !1 II 1 11 I 1 II ! Ii ; , 1;hil ! 1 ; 1 I I ! 70 it 1 1 Iii 11 I Ilij �1 I S I I 11 !1 i I 1 1 I 1 1 1 ''>- ; 1 -; i T T-" '� 1- 11i ; -I ; i 1 ; r- 1 - I 1 1 1 1 1 1 1 I ; i ! 1 1 1 Lu 60 1 1 f l 1 11 i I I Z 1 1 II 1 1 I II I 1 I 1 1 1 1 1 I ' z 50 1 ! 41 }' 1 _ U I I I 1 1 I l I I I l f a 40 1 1 1 1- - 1 - i ; t 1 I 1 I 30 I I _ 1 , I ! I ~ ' 1 I I 1 20 i .i 1' i _ . i _ 1 I 1. 1 I I l l I I 11 ! 1 11 1 I 1 1 I 1 1 I 10 1 1 i l l i 1 11 1 1 ! 11 I f 1 I i 1 0 1 1 I ! ! 1 1 _ 11 1 11 1 _ 11 11 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. /0+3" %Gravel i %Sand %Fines Coarse Fine 1Coarse Medium Fine Silt Clay 0.0 0.0 0.6 1.6 7.1 11.3 79.4 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) Reddish Brown sandy Silt,race clay and small gravel .375 100.0 #4 99.4 #10 97.8 #40 90.7 Atterberg Limits #60 87.8 PL= 33 LL= 41 P1= 8 #200 79.4 Coefficients D90=0.3749 D85= 0.1619 D60= D50= D30= D15 = D10= C�= Cc= Classification USCS= ML AASHTO= A-5(8) Remarks 1 (no specification provided) Source of Sample: South Bennington Road Station 10+25 Depth: subgrade Sample Number: 1 Date: 1-14-15 Client: Mr.Vito Cetta � Project: Out of Bounds Site Development COT Geo-Terrain Organization 1 I Project No: 14G-177-069 Figure Mr.Vito Cetta Re: California Bearing Ratio Test Results Out of Bounds Site Development COT February 17,2016 Page 2 The following recommended pavement section is based on the VDOT Vaswani design method for Secondary Road Pavement, using the above mentioned average CBR value of 6.3. 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 1.0,and the thickness equivalency factor used is 1.67 and 2.25. The design traffic volume is estimated to be 842 and 225 vehicles per day,one direction,for Georgetown Road and Bennington Road, respectively. This traffic volume was assumed to contain five(5) percent heavy truck traffic. Pavement Sections for Bennington Road as described above: Asphaltic Concrete Surface Course,VDOT SM-9.5 2.0 inches Aggregate Subbase Course,VDOT 21A 6.0 inches Pavement Sections for Georgetown Road as described above: Asphaltic Concrete Surface Course,VDOT SM-9.5 1.5 inches Asphaltic Concrete Base Course,VDOT BM-25.0 3.0 inches Aggregate Subbase Course,VDOT 21A 8.0 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. Sincerely, Geo-Terr:; • ..a i a;ibrt;ftic Y ,/Sr .\ Y o- Pe -r 14- ara, -otec ical Engineer-., 4c. 41`C C:/GTO Documents/GTO Geotechnical 2014/146-177-069/00B VDOT CBR Letter 2-17-16.doc ��T�r""1'1 �C Y1Nlv�q�- , fk Qom& -'c i 1v.s`ech'wr, a 54�rw� Sa,w�r "rrZiTi+c- I 0 Report Manhole Pipe Project Date Location Pipe ID Length Size Link Numbers 9 View - 21599-OUT 4124/2015 OUT OF 8/9 Session: OF BOUNDS 10:04 BOUNDS ST-4 To ST-3 34.5 MB COURT View - 21599-OUT 4/24/2015 OUT OF 9.24 Session: 2 OF BOUNDS 10:10 BOUNDS ST-2 To ST-3 60.2 MB COURT View - 21599-OUT 4/24/2015 OUT OF 13.7 Session: 3 OF BOUNDS 10:14 BOUNDS ST-3 T o ST-5 167.4 MB COURT View - 21599-OUT 4/24/2015 OUT OF 10.0 Session: 4 OF BOUNDS 10:19 BOUNDS ST-5 To ST-6 89.5 MB COURT View - 21599-OUT 4/24/2015 TOWN MEWS ST-35 To ST- 23.4 Session: 5 OF BOUNDS 10:38 LANE 18 188.7 MB View - 21599-OUT 4/24/2015 TOWN MEWS ST-18 To ST- 77,3 9.24 Session: 6 OF BOUNDS 10:51 LANE 19-1 MB View - 21599-OUT 4/24/2015 TOWN MEWS ST-19-1 To39 7 8.45 Session: 7 OF BOUNDS 11:15 LANE ST-19 MB View - 21599-OUT 4/24/2015 TOWN MEWS ST-19 To ST- 19 5 4.67 Session: 8 OF BOUNDS 11:20 LANE 20-1 MB View - 21599-OUT 4/24/2015 TOWN MEWS ST-20-1 To 5.29 Session: 9 OF BOUNDS 11:23 LANE ST-20 25 MB I I I Total: 701.8 93.0 MB You may need to download MPEG4 Codec to view Video http://www.koepi.info/xvid.html Contact • Tri State Utilities 757-366-9505 Address 2111 Smith Avenue Chesapeake Virginia VA ((e) )) , I 8 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner ALBEMARLE Customer COMMONWEALTH COUNTY EXCAVATING Drainage Area Job Number 21599 Pipe Segment Date 4/24/2015 10:04 Reference OUT OF BOUNDS ALBEMARLE Street COURT City COUNTY Comments Manhole Upstream MH ST-4 Rim to Invert(U) 2.8 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-3 Rim to Invert(D) 6.6 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height(Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 35 Length Surveyed 34.5 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info REVERSE TV Location Details OUT OF BOUNDS COURT Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks/ 0 Number of Broken/ 0 Fractures Holes/Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the ` a report generator Back Project: 41599-OUT OF BOUND., MEGI Date: 4/24/2015 10:04:00 AM Pipe Segment Reference: L;,,,,, Street: OUT OF BOUNDS COURTUpstream MH: ST-4 mu ie-drC Length Surveyed: 34.5 Downstream MH: ST-3 Average Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Heavy Height (Diameter): 15 Material: Other Street: OUT OF BOUNDS COURT ID Number: ST-4 (0.0) ACB - Catch Basin Remark: ST-3 (0.0) MWL - Water Level (34.5) ACB - Catch Basin Remark: ST-4 Total Distance: 34.5 ID Number: ST-3 Created with the ��= � rill report generator Back Contac. Tri State Utilities 757-366-9505 r/ Address 2111 Smith Avenue Chesapeake Virginia , VA ,, T, 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner ALBEMARLE Customer COMMONWEALTH COUNTY EXCAVATING Drainage Area Job Number 21599 Pipe Segment Date 4/24/2015 10:10 Reference OUT OF BOUNDS ALBEMARLE Street COURT City COUNTY Comments Manhole Upstream MH ST-2 Rim to Invert (U) 6.6 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-3 Rim to Invert (D) 6.6 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height(Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 61 Length Surveyed 60.2 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info REVERSE TV Location Details OUT OF BOUNDS COURT Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken/ 0 Fractures Holes/Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps '� Created with the ` . _ report generator Back Project: 21599-OUT OF BOUNDS E Date: 4/24/2015 10:10:00 AM Pipe Segment Reference: Street: OUT OF BOUNDS COURTUpstream MH: ST-2 rroiefmze Length Surveyed: 60.2 Downstream MH: ST-3 Average Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Heavy Height (Diameter): 15 Material: Other Street: OUT OF BOUNDS COURT ID Number: ST-2 • (0.0) ACB - Catch Basin Remark: ST-3 (0.0) MWL - Water Level (60.2) ACB - Catch Basin Remark: ST-2 • Total Distance: 60.2 ID Number: ST-3 Created with the .7 report generator Back Contact Tri State Utilities 757-366-9505 Address ,, 2111 Smith Avenue Chesapeake Virginia , VA Fj41) 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner ALBEMARLE Customer COMMONWEALTH COUNTY EXCAVATING Drainage Area Job Number 21599 Pipe Segment Date 4/24/2015 10:14 Reference OUT OF BOUNDS ALBEMARLE Street COURT City COUNTY Comments Manhole Upstream MH ST-3 Rim to Invert(U) 6.6 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-5 Rim to Invert(D) 4.8 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height(Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 168 Length Surveyed 167.4 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info Location Details OUT OF BOUNDS COURT Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks/ 0 Number of Broken/ 0 Fractures Holes/Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the t ' '! report generator Back I Project: 11599-OUT OF BOUNDS Date: 4/24/2015 10:14:00 AM Pipe Segment Reference: Street: OUT OF BOUNDS COURTUpstream MH: ST-3 Noude.dte Length Surveyed: 167.4 Downstream MH: ST-5 Average Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy Height (Diameter): 15 Material: Other Street: OUT OF BOUNDS COURT s"J"`✓ ID Number: ST-3 4 (0.0) ACB - Catch Basin Remark: ST-3 (0.0) MWL - Water Level (167.4) ACB - Catch Basin Remark: ST-5 I Total Distance: 167.4 ID Number: ST-5 Created with the -e 111 report generator Back Contact • Tri State Utilities 757-366-9505 Address 2111 Smith Avenue Chesapeake Virginia , VA 8 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner ALBEMARLE Customer COMMONWEALTH COUNTY EXCAVATING Drainage Area Job Number 21599 Pipe Segment Date 4/24/2015 10:19 Reference OUT OF BOUNDS ALBEMARLE Street COURT City COUNTY Comments Manhole Upstream MH ST-5 Rim to Invert (U) 4.8 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-6 Rim to Invert(D) 4.8 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 90 Length Surveyed 89.5 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info Location Details OUT OF BOUNDS COURT Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken/ Fractures Holes/Collapse Number of Deposits 0 Number of Capped/Abd Taps Created with the '1: report generator Back Project: 21599-OUT OF BOUND =,I Date: 4/24/2015 10:19:00 AM Pipe Segment Reference: Street: OUT OF BOUNDS COURTUpstream MH: ST-5 ryluiiere.te Length Surveyed: 89.5 Downstream MH: ST-6 Average Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy Height (Diameter): 15 Material: Other Street: OUT OF BOUNDS COURT ID Number: ST-5 I (0.0) ACB - Catch Basin Remark: ST-5 (0.0) MWL - Water Level (89.5) ACB - Catch Basin Remark: ST-6 Total Distance: 89.5 ID Number: ST-6 Created with the ' report generator Back Contac • Tri State Utilities 757-366-9505 i(ki j Address 2111 Smith Avenue Chesapeake Virginia , VA IV I 8 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner ALBEMARLE Customer COMMONWEALTH COUNTY EXCAVATING Drainage Area Job Number 21599 Pipe Segment Reference Date 4/24/2015 10:38 Street TOWN MEWS LANE City ALBEMARLE COUNTY Comments Manhole Upstream MH ST-35 Rim to Invert(U) 3.0 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-18 Rim to Invert (D) 9.8 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 189 Length Surveyed 188.7 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation p Survey Sewer Category SW Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway REVERSE TV- HIGH Additional Info LINE IS 7.8 FROM Location Details TOWN MEWS LANE TOP OF MAN HOLE Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks/ 0 Number of Broken / 0 Fractures Holes/ Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the , = report generator Back Project: 21599-OUT OF BOUNDb ____ • Date: 4/24/2015 10:38:00 AM Pipe Segment Reference: L ,I;, Street: TOWN MEWS LANE Upstream MH: ST-35 Length Surveyed: 188.7 Downstream MH: ST-18 Average Pacp Quick Overall Rating: 0000Direction of Survey: Upstream Heavy Height(Diameter): 15 Material: Other Street: TOWN MEWS LANE ID Number: ST-35 (0.0) ACB - Catch Basin Remark: ST-18 (0.0) MWL -Water Level (188.7) ACB - Catch Basin Remark: ST-35 • Total Distance: 188.7 ID Number: ST-18 Created with the - \ ''' Ir report generator Back Contact Tri State Utilities 757-366-9505 Address t)) e 2111 Smith Avenue Chesapeake Virginia , VA 23320 Website http://www.tristateutilities.corn/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner ALBEMARLE Customer COMMONWEALTH COUNTY EXCAVATING Drainage Area Job Number 21599 Pipe Segment Date 4/24/2015 10:51 Reference Street TOWN MEWS LANE City ALBEMARLE COUNTY Comments Manhole Upstream MH ST-18 Rim to Invert(U) 9.8 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-19-1 Rim to Invert (D) 9.8 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height(Diameter) 18 Width 18 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 78 Length Surveyed 77.3 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway HIGH LINE IS 7.7 Additional Info FROM TOP OF MAN Location Details TOWN MEWS LANE HOLE Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks/ 0 Number of Broken / 0 Fractures Holes/ Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the Edi rennr+ncnarn+nr Rank I Project: 21599-OUT OF BOUNDS =El Date: 4/24/2015 10:51:00 AM Pipe Segment Reference: L, Street: TOWN MEWS LANE Upstream MH: ST-18 Length Surveyed: 77.3 Downstream MH: ST-19-1 Average Pacp Quick Overall Rating: 0000Direction of Survey: Downstream Heavy Height(Diameter): 18 Material: Other Street: TOWN MEWS LANE ID Number: ST-18 4 (0.0) ACB - Catch Basin Remark: ST-18 (0.0) MWL - Water Level (77.3) ACB - Catch Basin Remark: ST-19-1 I Total Distance: 77.3 ID Number: ST-19-1 Created with the c'' report generator Back Contact Tri State Utilities 757-366-9505 Address e 2111 Smith Avenue Chesapeake Virginia , VA T,e,1,.� l e, 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner ALBEMARLE Customer COMMONWEALTH COUNTY EXCAVATI N G Drainage Area Job Number 21599 Pipe Segment Date 4/24/2015 11:15 Reference Street TOWN MEWS LANE City ALBEMARLE COUNTY Comments Manhole Upstream MH ST-19-1 Rim to Invert(U) 9.8 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-19 Rim to Invert(D) 10.2 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 24 Width 24 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 40 Length Surveyed 39.7 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info Location Details TOWN MEWS LANE Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks I0 Number of Broken I Fractures Holes/ Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps ' Created with the ' � '�' report generator Back Project: 21599-OUT OF BOUNDb Date: 4/24/2015 11:15:00 AM Pipe Segment Reference: L/til Street: TOWN MEWS LANE Upstream MH: ST-19-1 nrode.u,c Length Surveyed: 39.7 Downstream MH: ST-19 Average Pacp Quick Overall Rating: 0000Direction of Survey: Downstream Heavy Height (Diameter): 24 Material: Other Street: TOWN MEWS LANE ID Number: ST-19-1 I (0.0) ACB - Catch Basin Remark: ST-19-1 (0.0) MWL - Water Level (39.7) ACB - Catch Basin Remark: ST-19- Total Distance: 39.7 ID Number: ST-19 Created with the '-£` ` iv! report generator Back Contac. Tri State Utilities 757-366-9505 Address ((kli e 2111 Smith Avenue Chesapeake Virginia , VA eat 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 ALBEMARLE COMMONWEALTH Owner COUNTY Customer EXCAVATING Drainage Area Job Number 21599 Pipe Segment Date 4/24/2015 11:20 Reference Street TOWN MEWS LANE City ALBEMARLE COUNTY Comments Manhole Upstream MH ST-19 Rim to Invert(U) 10.2 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-20-1 Rim to Invert (D) 10.8 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 24 Width 24 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 20 Length Surveyed 19.5 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info Location Details TOWN MEWS LANE Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks/ 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the ;; l`i report generator Back Project: 21599-OUT OF BOUND *l Date: 4/24/2015 11:20:00 AM Pipe Segment Reference: Street: TOWN MEWS LANE Upstream MH: ST-19 Voder to Length Surveyed: 19.5 Downstream MH: ST-20-1 Average Pacp Quick Overall Rating: 0000Direction of Survey: Downstream Heavy Height (Diameter): 24 Material: Other Street: TOWN MEWS LANE ID Number: ST-19 (0.0) ACB - Catch Basin Remark: ST-19 (0.0) MWL - Water Level (19.5) ACB - Catch Basin Remark: ST-20-1 Total Distance: 19.5 ID Number: ST-20-1 Created with the . t '!4 report generator Back Contac Tri State Utilities 757-366-9505 Address )) *4e, 2111 Smith Avenue Chesapeake Virginia , VA reL ;j ,� e, 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner ALBEMARLE Customer COMMONWEALTH COUNTY EXCAVATING Drainage Area Job Number 21599 Pipe Segment Date 4/24/2015 11:23 Reference Street TOWN MEWS LANE City ALBEMARLE COUNTY Comments Manhole Upstream MH ST-20-1 Rim to Invert (U) 10.8 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-20 Rim to Invert(D) 11.8 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 24 Width 24 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 25 Length Surveyed 25 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info Location Details TOWN MEWS LANE Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the 3` ''"N'" report generator Back Project: d599-OUT OF BOUND. EMMI Date: 4/24/2015 11:23:00 AM Pipe Segment Reference: L,; ',1 Street: TOWN MEWS LANE Upstream MH: ST-20-1 moJerote Length Surveyed: 25 Downstream MH: ST-20 Average Pacp Quick Overall Rating: 0000Direction of Survey: Downstream Height(Diameter): 24 Material: Other Heavy Street: TOWN MEWS LANE ID Number: ST-20-1 (0.0) ACB - Catch Basin Remark: ST-20-1 ....• (0.0) MWL - Water Level (25.0) ACB - Catch Basin Remark: ST-20 Total Distance: 25 ID Number: ST-20 Created with the _ ': report generator Back i Oak- 4 Govv,ks S✓Ld11Vi'io\r . C041, kipk Q oik• 'CJ k vott tmc- l lisk,,. Is. 3 ) 1` i(k k) f 1) ) Report Pipe Manhole Pipe Project Date Location Size Line. ID Numbers Length View - OUT OF 3/7/2016 OUT OF ST-6 To ST-5 90 23.2 Session: 1 BOUNDS 12:56 BOUNDS COURT MB View - OUT OF 3/7/2016 OUT OF ST-5 To ST-3 169.4 38.5 Session: 2 BOUNDS 13:06 BOUNDS COURT MB View - OUT OF 3/7/2016 OUT OF ST-4 To ST-3 37.9 14.9 Session: 3 BOUNDS 13:29 BOUNDS COURT MB View - OUT OF 3/7/2016 OUT OF ST-3 To ST-2 64.2 23.3 Session: 4 BOUNDS 13:42 BOUNDS COURT MB View - OUT OF 3/7/2016 GEORGETOWN 26.3 Session: 5 BOUNDS 13:53 ROAD ST-2 To ST-1 90.2 MB View - OUT OF 3/7/2016 GEORGETOWN ST-32 To 12.6 Session: 6 BOUNDS 14:10 ROAD ST-1 41 MB View - OUT OF 3/7/2016 GEORGETOWN ST-1 To ST- 16.3 Session: 7 BOUNDS 14:14 ROAD 26 32 MB View - OUT OF 3/7/2016 GEORGETOWN ST-31 To ST- 47 4 13.9 Session: 8 BOUNDS 15:42 ROAD 27 MB View - OUT OF 3/7/2016 GEORGETOWN ST-26 To ST- M.5 23.5 Session: 9 BOUNDS 16:09 ROAD 27 MB View - OUT OF 3/7/2016 GEORGETOWN ST-27 To ST- 45.5 12.8 Session: 10 BOUNDS 16:18 ROAD 28 MB View - OUT OF 3/7/2016 GEORGETOWN ST-28 To ST- 17 2 8.58 Session: 11 BOUNDS 16:43 ROAD 29A MB View - OUT OF 3/7/2016 GEORGETOWN ST-29A To 12.4 Session: 12 BOUNDS 16:48 ROAD ST-30A 31 MB Total: 730.3 226 MB Conta..i. Tri State Utilities 757-366-9505 Address • 2111 Smith Avenue pChesapeake Virginia , VA 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner OUT OF BOUNDS Customer EARTHWORKS EXCAVATING Drainage Area Job Number 21605 Pipe Segment Date Reference 3/7/2016 12:56 Street OUT OF BOUNDS City ALBEMARLE COURT COUNTY Comments Manhole Upstream MH ST-6 Rim to Invert (U) 6.4 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-5 Rim to Invert (D) 6.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tap LeneMeasured 90 Length Surveyed 90 9th Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning Jetting Date Cleaned 3/7/2016 12:58 Weather Dry Location Code Light Highway Additional Info Location Details OUT OF BOUNDS COURT Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes/ Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the ���( ' report generator Back I Project: OUT OF BOUNDS l Date: 3/7/2016 12:56:00 PM Pipe Segment Reference: Street: OUT OF BOUNDS COURTUpstream MH: ST-6 Length Surveyed: 90 Downstream MH: ST-5 Average Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy Height (Diameter): 15 Material: Other Street: OUT OF BOUNDS COURT ``y"'" ID Number: ST-6 (0.0) ACB - Catch Basin Remark: ST-6 (0.0) MWL - Water Level •_•• (90.0) ACB - Catch Basin Remark: ST-5 ••-•- Total Distance: 90 _ ID Number: ST-5 Created with the lir POSMIlir report generator Back Contait.1 Tri State Utilities • 757-366-9505 Address 2111 Smith Avenue Chesapeake Virginia , VA 23320 Website http://www.tristateutilities.corn/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner OUT OF BOUNDS Customer EARTHWORKS EXCAVATING Drainage Area Job Number 21605 Pipe Segment Date 3/7/2016 13:06 Reference Street OUT OF BOUNDS City ALBEMARLE COURT COUNTY Comments Manhole Upstream MH ST-5 Rim to Invert(U) 6.0 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-3 Rim to Invert (D) 8.4 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tap LeneMeasured 171 Length Surveyed 169.4 9th Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning Jetting Date Cleaned 3/7/2016 13:07 Weather Dry Location Code Light Highway Additional Info Location Details OUT OF BOUNDS COURT Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes /Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the r iqu report generator Back Project: OUT OF BOUNDS MOM Date: 3/7/2016 1:06:00 PM Pipe Segment Reference: Light Street: OUT OF BOUNDS COURTUpstream MH: ST-5 Length Surveyed: 169.4 Downstream MH: ST-3 Average Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy Height (Diameter): 15 Material: Other Street: OUT OF BOUNDS COURT ` Y ID Number: ST-5 (0.0) ACB - Catch Basin Remark: ST-5 (0.0) MWL - Water Level (169.4) ACB - Catch Basin Remark: ST-3 Total Distance: 169.4 ,r ID Number: ST-3 Created with the 3r, report generator Back I Conta� Tri State Utilities 757-366-9505 Address ,, 2111 Smith Avenue I Chesapeake Virginia , VA ((kiiE ) 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner OUT OF BOUNDS Customer EARTHWORKS EXCAVATING Drainage Area Job Number 21605 Pipe Segment Date 3/7/2016 13:29 Reference Street OUT OF BOUNDS City ALBEMARLE COURT COUNTY Comments Manhole Upstream MH ST-4 Rim to Invert(U) 4.6 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-3 Rim to Invert (D) 8.4 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 38 Length Surveyed 37.9 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning Jetting Date Cleaned 3/7/2016 13:27 Weather Dry Location Code Light Highway Additional Info Location Details OUT OF BOUNDS COURT Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks I0 Number of Broken I 0 Fractures Holes /Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps *FtCreated with the I��(� report generator Back I Proj ct: OUT OF BOUNDS E Date: 3/7/2016 1:29:00 PM Pipe Segment Reference: Light Street: OUT OF BOUNDS COURTUpstream MH: ST-4 M,,_JNra! . Length Surveyed: 37.9 Downstream MH: ST-3 Average Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy Height (Diameter): 15 Material: Other Street: OUT OF BOUNDS COURT severe ID Number: ST-4 rt (0.0) ACB - Catch Basin Remark: ST-4 (0.0) MWL - Water Level (37.9) ACB - Catch Basin Remark: ST-3 -- Total Distance: 37.9 ID Number: ST-3 Created with the 11� report generator Back Contac, Tri State Utilities 757-366-9505 Address 1 r 2111 Smith Avenue Chesapeake Virginia , VA itkiitL11 ) � / 0 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner OUT OF BOUNDS Customer EARTHWORKS EXCAVATING Drainage Area Job Number 21605 Pipe Segment Date 3/7/2016 13:42 Reference Street OUT OF BOUNDS City ALBEMARLE COURT COUNTY Comments Manhole Upstream MH ST-3 Rim to Invert (U) 8.4 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-2 Rim to Invert(D) 8.9 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tap LeneMeasured 61 Length Surveyed 64.2 9th Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning Jetting Date Cleaned 3/7/2016 13:43 Weather Dry Location Code Light Highway Additional Info Location Details OUT OF BOUNDS COURT Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the hhlir report generator Back Project: OUT OF BOUNDS E_l Date: 3/7/2016 1:42:00 PM Pipe Segment Reference: Light Street: OUT OF BOUNDS COURTUpstream MH: ST-3 Length Surveyed: 64.2 Downstream MH: ST-2 Average Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy Height (Diameter): 15 Material: Other Street: OUT OF BOUNDS COURT `7) ID Number: ST-3 n (0.0) ACB - Catch Basin Remark: ST-3 -- (0.0) MWL - Water Level (64.2) ACB - Catch Basin Remark: ST-2 -- Total Distance: 64.2 ID Number: ST-2 I : Created with the t.. '41 report generator Back Contak.. Tri State Utilities 757-366-9505 ((kliV) Address 2111 Smith Avenue Chesapeake Virginia , VA / ® 23320 Website http://www.tristateutilities.corn/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner OUT OF BOUNDS Customer EARTHWORKS EXCAVATING Drainage Area Job Number 21605 Pipe Segment Date 3/7/2016 13:53 Reference Street GEORGETOWN City ALBEMARLE ROAD COUNTY Comments Manhole Upstream MH ST-2 Rim to Invert (U) 8.9 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-1 Rim to Invert(D) 9.1 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height(Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape aeeasured 91 Length Surveyed 90.2 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning Jetting Date Cleaned 3/7/2016 13:50 Weather Dry Location Code Light Highway Additional Info Location Details GEORGETOWN ROAD Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the lIrt report generator Back Project: OUT OF BOUNDS E3_f Date: 3/7/2016 1:53:00 PM Pipe Segment Reference: Lice Street: GEORGETOWN ROAD Upstream MH: ST-2 iii Length Surveyed: 90.2 Downstream MH: ST-1 Average Pacp Quick Overall Rating: 0000Direction of Survey: Downstream Height(Diameter): 15 Material: Other Heavy Street: GEORGETOWN ROAD SeveFc ID Number: ST-2 (0.0) ACB - Catch Basin Remark: ST-2 ••••• (0.0) MWL - Water Level e... (90.2) ACB - Catch Basin Remark: ST-1 • Total Distance: 90.2 ID Number: ST-1 Created with the 41 report generator Back Conta.. Tri State Utilities 757-366-9505 Address ke 2111 Smith Avenue Chesapeake Virginia , VA (ki L�: �" a� 23320 Website httb://wvvw.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner OUT OF BOUNDS Customer EARTHWORKS EXCAVATING Drainage Area Job Number 21605 Pipe Segment Date 3/7/2016 14:10 Reference Street GEORGETOWN City ALBEMARLE ROAD COUNTY Comments Manhole Upstream MH ST-32 Rim to Invert(U) 5.1 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-1 Rim to Invert(D) 9.1 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height(Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tap Lene Measured easured 40 Length Surveyed 41 9 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning Jetting Date Cleaned 3/7/2016 14:01 Weather Dry Location Code Sidewalk Additional Info Location Details GEORGETOWN ROAD Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes/Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the IL report generator Back I Project: OUT OF BOUNDS E 17121 Date: 3/7/2016 2:10:00 PM Pipe Segment Reference: Loit Street: GEORGETOWN ROAD Upstream MH: ST-32 Length Surveyed: 41 Downstream MH: ST-1 Average Pacp Quick Overall Rating: 0000Direction of Survey: Downstream Heavy Height (Diameter): 15 Material: Other Street: GEORGETOWN ROAD Severe ID Number: ST-32 (0.0) ACB - Catch Basin Remark: ST-32 (0.0) MWL - Water Level ••••• (41.0) ACB - Catch Basin Remark: ST-1 Total Distance: 41 r ID Number: ST-1 Created with the PDS ��F� report generator Back Contai.. Tri State Utilities 757-366-9505 Address f 2111 Smith Avenue Chesapeake Virginia , VA ((kiitl) 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner OUT OF BOUNDS Customer EARTHWORKS EXCAVATING Drainage Area Job Number 21605 Pipe Segment Date 3/7/2016 14:14 Reference Street GEORGETOWN City ALBEMARLE ROAD COUNTY Comments Manhole Upstream MH ST-1 Rim to Invert (U) 9.1 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-26 Rim to Invert (D) 0.0 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tap LeneMeasured 0 Length Surveyed 32 9th Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning Jetting Date Cleaned 3/7/2016 14:02 Weather Dry Location Code Sidewalk Additional Info Location Details GEORGETOWN ROAD Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes/Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the If- 11H report generator Back Project: OUT OF BOUNDS Date: 3/7/2016 2:14:00 PM Pipe Segment Reference: Light Street: GEORGETOWN ROAD Upstream MH: ST-1 stmt Length Surveyed: 32 Downstream MH: ST-26 Average Pacp Quick Overall Rating: 0000Direction of Survey: Downstream Height (Diameter): 15 Material: Other Heavy Street: GEORGETOWN ROAD ID Number: ST-1 (0.0) ACB - Catch Basin Remark: ST-1 (0.0) MWL - Water Level (32.0) AEP - End of Pipe Remark: ST-26 Total Distance: 32 • ID Number: ST-26 Created with the r5 4,14 report generator Back Contat.. Tri State Utilities 757-366-9505 Address 2111 Smith Avenue Chesapeake Virginia , VA 23320 Website http://www.tristateutilities.corn/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner OUT OF BOUNDS Customer EARTHWORKS EXCAVATING Drainage Area Job Number 21605 Pipe Segment Date 3/7/2016 15:42 Reference Street GEORGETOWN ALBEMARLE ROAD City COUNTY Comments Manhole Upstream MH ST-31 Rim to Invert (U) 5.6 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-27 Rim to Invert (D) 6.8 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 46 Length Surveyed 47.4 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning Jetting Date Cleaned 3/7/2016 15:42 Weather Dry Location Code Sidewalk Additional Info REVERSE TV Location Details GEORGETOWN ROAD Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the report generator Back I Project: OUT OF BOUNDS E � Date: 3/7/2016 3:42:00 PM Pipe Segment Reference: ughl Street: GEORGETOWN ROAD Upstream MH: ST-31 m,, Length Surveyed: 47.4 Downstream MH: ST-27 Average Pacp Quick Overall Rating: 0000Direction of Survey: Upstream Height (Diameter): 15 Material: Other Heavy Street: GEORGETOWN ROAD ID Number: ST-31 (0.0) ACB - Catch Basin Remark: ST-27 (0.0) MWL - Water Level (47.4) ACB - Catch Basin Remark: ST-31 Total Distance: 47.4 ID Number: ST-27 lArMirut Created with the report generator Back 1 Contac Tri State Utilities 757-366-9505 Address r 2111 Smith Avenue Chesapeake Virginia , VA ((kliF)) 23320 Website http://www.tristateutilities.corn/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner OUT OF BOUNDS Customer EARTHWORKS EXCAVATING Drainage Area Job Number 21605 Pipe Segment Date 3/7/2016 16:09 Reference Street GEORGETOWN City ALBEMARLE ROAD COUNTY Comments Manhole Upstream MH ST-26 Rim to Invert(U) 0.0 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-27 Rim to Invert(D) 6.8 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height (Diameter) 18 Width 18 Shape Circular Material Other Lining Method Pipe Joint Length Tap LeneMeasured 89 Length Surveyed 64.5 9th Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning Jetting Date Cleaned 3/7/2016 16:05 Weather Dry Location Code Sidewalk Additional Info REVERSE TV Location Details GEORGETOWN ROAD Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes /Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps V—atCreated with the ���d report generator Back Project: OUT OF BOUNDS E el Date: 3/7/2016 4:09:00 PM Pipe Segment Reference: L,C,,,, Street: GEORGETOWN ROAD Upstream MH: ST-26 ,_Ip<<;1t, Length Surveyed: 64.5 Downstream MH: ST-27 Average Pacp Quick Overall Rating: 0000Direction of Survey: Upstream Height (Diameter): 18 Material: Other Heavy Street: GEORGETOWN ROAD ID Number: ST-26 (0.0) ACB - Catch Basin Remark: ST-27 (0.0) MWL - Water Level (64.5) AEP - End of Pipe Remark: ST-26 U Total Distance: 64.5 ID Number: ST-27 Created with the DSV ' report generator Back I Contak... Tri State Utilities 757-366-9505 Address ,. 2111 Smith Avenue f Chesapeake Virginia , VA )) k <i(kii ) 23320 Website http://www.tristateutilities.corn/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner OUT OF BOUNDS Customer EARTHWORKS EXCAVATING Drainage Area Job Number 21605 Pipe Segment Date Reference 3/7/2016 16:18 Street GEORGETOWN City ALBEMARLE ROAD COUNTY Comments Manhole Upstream MH ST-27 Rim to Invert (U) 6.8 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-28 Rim to Invert (D) 6.10 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 18 Width 18 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured Length 44 Length Surveyed 45.5 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning Jetting Date Cleaned 3/7/2016 16:18 Weather Dry Location Code Sidewalk Additional Info Location Details GEORGETOWN ROAD Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks/ 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps l��d Created with thereport generator Back Pro),;ct: OUT OF BOUNDS Date: 3/7/2016 4:18:00 PM Pipe Segment Reference: Street: GEORGETOWN ROAD Upstream MH: ST-27 rat t Length Surveyed: 45.5 Downstream MH: ST-28 Mi Pacp Quick Overall Rating: 0000Direction of Survey: Downstream Average Height (Diameter): 18 Material: Other Heavy Street: GEORGETOWN ROAD ID Number: ST-27 (0.0) ACB - Catch Basin Remark: ST-27 •,• (0.0) MWL - Water Level ''•• (45.5) ACB - Catch Basin Remark: ST-28 Total Distance: 45.5 ID Number: ST-28 Created with the M = report generator Back Conta... Tri State Utilities 757-366-9505 �, Address f 2111 Smith Avenue Chesapeake Virginia , VA ((kiitl) 23320 Website http://www.tristateutilities.corn/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner OUT OF BOUNDS Customer EARTHWORKS EXCAVATING Drainage Area Job Number 21605 Pipe Segment Date Reference 3/7/2016 16:43 Street GEORGETOWN City ALBEMARLE ROAD COUNTY Comments Manhole Upstream MH ST-28 Rim to Invert(U) 6.10 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-29A Rim to Invert(D) 6.6 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 18 Width 18 Shape Circular Material Other Lining Method Pipe Joint Length Tape aeeasured 18 Length Surveyed 17.2 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning Jetting Date Cleaned 3/7/2016 16:44 Weather Dry Location Code Sidewalk Additional Info Location Details GEORGETOWN ROAD Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes I Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps POSCreated with the ! 1 report generator Back Project: OUT OF BOUNDS Date: 3/7/2016 4:43:00 PM Pipe Segment Reference: Light Street: GEORGETOWN ROAD Upstream MH: ST-28 Length Surveyed: 17.2 Downstream MH: ST-29A Average Pacp Quick Overall Rating: 0000Direction of Survey: Downstream Heavy Height (Diameter): 18 Material: Other Street: GEORGETOWN ROAD eve'e- ID Number: ST-28 (0.0) ACB - Catch Basin Remark: ST-28 (0.0) MWL - Water Level (17.2) AMH - Manhole Remark: ST-29A Total Distance: 17.2 • ID Number: ST-29A Created with the S report generator Back Conta. Tri State Utilities 757-366-9505 (1(kii!),1) Address 2111 Smith Avenue Chesapeake Virginia , VA 23320 Website http://www.tristateutilities.conV Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 40 Owner OUT OF BOUNDS Customer EARTHWORKS EXCAVATING Drainage Area Job Number 21605 Pipe Segment Date 3/7/2016 16:48 Reference Street GEORGETOWN City ALBEMARLE ROAD COUNTY Comments Manhole Upstream MH ST-29A Rim to Invert (U) 6.6 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-30A Rim to Invert (D) 4.4 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 18 Width 18 Shape Circular Material Other Lining Method Pipe Joint Length Tap LeneMeasured 32 Length Surveyed 31 9th Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning Jetting Date Cleaned 3/7/2016 16:48 Weather Dry Location Code Sidewalk Additional Info Location Details GEORGETOWN ROAD Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks/ 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the M �'* report generator Back Proj,;Ct: OUT OF BOUNDS E3�ffi?1 Date: 3/7/2016 4:48:00 PM Pipe Segment Reference: Street: GEORGETOWN ROAD Upstream MH: ST-29A NI, Length Surveyed: 31 Downstream MH: ST-30A Average Pacp Quick Overall Rating: 0000Direction of Survey: Downstream Heavy Height (Diameter): 18 Material: Other Street: GEORGETOWN ROAD `�v` ID Number: ST-29A T, (0.0) AMH - Manhole Remark: ST-29A (0.0) MWL - Water Level .,.. (31.0) ACB - Catch Basin Remark: ST-30A Total Distance: 31 ID Number: ST-30A Created with the . report generator Back C\, t,A.1cs.)(16, )Vik Coy w0,,\Ls •ri—�Ca,)atu P"Sit `J I`"9t9 U 1 ilk, 5,-or h^ 5e..,ec ii1twAfliL Report Manhole Pipe Project Date Location Pipe ID Length Size Link Numbers 9 21510 OUT View 3/3/2015 BENNINGTON ST-15 To ST-OF 109.1 141 Session: 1 BOUNDS 08.05 ROAD 16 MB I View - 21510FOUT 3/3/2015 BENNINGTON ST-17 To ST- 154 155 Session_2 BOUNDS 08:24 ROAD 18 MB - 21510 OUT View3/3/2015 GEORGETOWN 1 69.1 OF Session: 08:46 ROAD ST-7 To ST-8 28.1 MB j BOUNDS View - 21510 OUT 3/3/2015 GEORGETOWN 57.3 Session: 4 OF 08:54 ROAD ST-8 To ST-9 35.7 MB BOUNDS View - 21510 OUT 3/3/2015 GEORGETOWN 67.2 OF ST-9 To ST-10 66.1 Session. BOUNDS 08:59 ROAD MB View 21500 OUT 3/3/2015 GEORGETOWN ST-10 To ST- 119 121 Session: 6 BOUNDS 09:05 ROAD 11 MB 21510 OUT View OF 3/3/2015 GEORGETOWN ST-11 To ST- 29.9 71.0 Session: 7 BOUNDS 09:21 ROAD 12 MB i. View - 21500 OUT 3/3/2015 GEORGETOWN ST-12 To ST- 101 Session: 8 09:32 ROAD 18 158.9 MB BOUNDS View 21510FOUT 3/3/2015 GEORGETOWN ST-13 To ST- 28.3 Sess'on'_9 BOUNDS 09:44 ROAD 12 83.4 MB - 21510 OUT ViewOF 3/3/2015 GEORGETOWN ST-14 To ST- 75 2 58.3 Session: 10 BOUNDS 09:55 ROAD 13 MB View - 21510 OUT OF 3/3/2015 BENNINGTON ST-16 To ST- 27 2 59.4 , Session: 11 BOUNDS 10:39 ROAD 17 MB View - 21510FOUT 3/3/2015 SMITHFIELD ST-23 To ST- 97.1 Session: 12 11:00 ROAD 24 74.8 MB BOUNDS - 21510 OUT ViewOF 3/3/2015 SMITHFIELD ST-22 To ST- 76 2 48.3 Session: 13 BOUNDS 11:14 ROAD 23 MB View 21510 OU 3' 1015 SMITHFIELD ' 'T-24 To ST- 72.3 82.8 Session: 14 OF 'i :20 ROAD 25 MB BOUNDS Total 1109.9 1.13 GB You may need to download MPEG4 Codec to view Video http://www.koepi.info/xvid.html Conta Tri State Utilities 757-366-9505 ,� Address of 2111 Smith Avenue Chesapeake Virginia , VA „tt'' 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 34 Owner ALBEMARLE Customer EARTHWORKS COUNTY EXCAVATING Drainage Area Job Number 21510 Pipe Segment Date 3/3/2015 08:05 Reference Street BENNINGTON ROAD City ALBEMARLE COUNTY Comments Manhole Upstream MH ST-15 Rim to Invert (U) 3.10 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-16 Rim to Invert (D) 5.4 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 110 Length Surveyed 109.1 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Saturated Location Code Sidewalk Additional Info REVERSE TV Location Details BENNINGTON ROAD Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks/ 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the ,'_' report generator Back 1 Project: 1510 OUT OF BOUND • Date: 3/3/2015 8:05:00 AM Pipe Segment Reference: .,m Street: BENNINGTON ROAD Upstream MH: ST-15 roe Length Surveyed: 109.1 Downstream MH: ST-16 Average Pacp Quick Overall Rating: 0000Direction of Survey: Upstream - Height (Diameter): 15 Material: Other Hoy Street: BENNINGTON ROAD 0 ID Number: ST-15 (0.0) ACB - Catch Basin Remark: ST-16 ••••• (0.0) MWL - Water Level (109.1) ACB - Catch Basin Remark: ST-15 3C Total Distance: 109.1 ID Number: ST-16 Created with the 1 .[QI report generator Back 1 Conta' Tri State Utilities 4V .\1)) 'k 757-366-9505 Address �, 2111 Smith Avenue Chesapeake Virginia , VA / 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 34 Owner ALBEMARLE Customer EARTHWORKS COUNTY EXCAVATING Drainage Area Job Number 21510 Pipe Segment Date 3/3/2015 08:24 Reference Street BENNINGTON ROAD City ALBEMARLE COUNTY Comments Manhole Upstream MH ST-17 Rim to Invert(U) 6.4 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-18 Rim to Invert(D) 9.8 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height(Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 155 Length Surveyed 154 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Saturated Location Code Sidewalk HIGH LINE IS 6.11 Additional Info FROM TOP OF Location Details BENNINGTON ROAD CATCH BASIN Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks/ 0 Number of Broken / 0 Fractures Holes/Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the report generator Back I Project: 21510 OUT OF BOUNC • Date: 3/3/2015 8:24:00 AM Pipe Segment Reference: Street: BENNINGTON ROAD Upstream MH: ST-17 Length Surveyed: 154 Downstream MH: ST-18 Average Pacp Quick Overall Rating: 0000Direction of Survey: DownstreamHeight (Diameter): 15 Material: Other Street: BENNINGTON ROAD 4' ID Number: ST-17 (0.0) ACB - Catch Basin Remark: ST-17 (0.0) MWL -Water Level (154.0) ACB - Catch Basin Remark: ST-18 Total Distance: 154 ID Number: ST-18 Created with the "�!!J report generator Back j Contac Tri State Utilities 757-366-9505 Address i(‘ 2111 Smith Avenue Chesapeake Virginia , VA :1111, 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 34 Owner ALBEMARLE Customer EARTHWORKS COUNTY EXCAVATING Drainage Area Job Number 21510 Pipe Segment Date 3/3/2015 08:46 Reference Street GEORGETOWN City ALBEMARLE ROAD COUNTY Comments Manhole Upstream MH ST-7 Rim to Invert (U) 6.2 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-8 Rim to Invert (D) 6.8 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height(Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 28 Length Surveyed 28.1 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Saturated Location Code Sidewalk INTERSECTION OF Additional Info REVERSE TV Location Details BENNINGTON & GEORGETOWN Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes/ Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the LI; report generator Back Project: 11510 OUT OF BOUNC Date: 3/3/2015 8:46:00 AM Pipe Segment Reference: Street: GEORGETOWN ROAD Upstream MH: ST-7 Length Surveyed: 28.1 Downstream MH: ST-8 Average Pacp Quick Overall Rating: 0000Direction of Survey: Upstream H-dL.y Height (Diameter): 15 Material: Other Street: GEORGETOWN ROAD ~ yr ID Number: ST-7 (0.0) ACB - Catch Basin Remark: ST-8 •.••• (0.0) MWL - Water Level ' (28.1) ACB - Catch Basin Remark: ST-7 Total Distance: 28.1 ID Number: ST-8 Created with the ilFi report generator Back I Contac Tri State Utilities 757-366-9505 Address 2111 Smith Avenue Chesapeake Virginia , VA e 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 34 Owner ALBEMARLE Customer EARTHWORKS COUNTY EXCAVATING Drainage Area Job Number 21510 Pipe Segment Date 3/3/2015 08:54 Reference Street GEORGETOWN Ci ALBEMARLE ROAD ty COUNTY Comments Manhole Upstream MH ST-8 Rim to Invert (U) 6.8 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-9 Rim to Invert (D) 7.2 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height(Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 36 Length Surveyed 35.7 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Saturated Location Code Sidewalk INTERSECTION OF Additional Info Location Details BENNINGTON & GEORGETOWN Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks I0 Number of Broken I 0 Fractures Holes/Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the " ! ' report generator Back j Project: 11510 OUT OF BOUNC Date: 3/3/2015 8:54:00 AM Pipe Segment Reference: Street: GEORGETOWN ROAD Upstream MH: ST-8 Length Surveyed: 35.7 Downstream MH: ST-9 Average PacpQuick Overall Rating: 0000Direction of Survey: Downstream Y Height (Diameter): 15 Material: Other Street: GEORGETOWN ROAD ID Number: ST-8 (0.0) ACB - Catch Basin Remark: ST-8 (0.0) MWL - Water Level (35.7) ACB - Catch Basin Remark: ST-9 Total Distance: 35.7IP ID Number: ST-9 Created with the vPosro 4r,,i report generator Back, Contac Tri State Utilities 757-366-9505 Address qklitl))) 2111 Smith Avenue Chesapeake Virginia , VA e 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 34 Owner ALBEMARLE Customer EARTHWORKS COUNTY EXCAVATING Drainage Area Job Number 21510 Pipe Segment Date 3/3/2015 08:59 Reference GEORGETOWN ALBEMARLE Street ROAD City COUNTY Comments Manhole Upstream MH ST-9 Rim to Invert (U) 7.2 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-10 Rim to Invert(D) 5.4 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 67 Length Surveyed 66.1 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Saturated Location Code Sidewalk INTERSECTION OF Additional Info Location Details BENNINGTON & GEORGETOWN Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks/ 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the ' !!*r report generator Back Project: .1510 OUT OF BOUNC • Date: 3/3/2015 8:59:00 AM Pipe Segment Reference: [ Street: GEORGETOWN ROAD Upstream MH: ST-9 Length Surveyed: 66.1 Downstream MH: ST-10 Average Pacp Quick Overall Rating: 0000Direction of Survey: Downstream Height (Diameter): 15 Material: Other Street: GEORGETOWN ROAD • ID Number: ST-9 (0.0) ACB - Catch Basin Remark: ST-9 ••••• (0.0) MWL - Water Level (66.1) ACB - Catch Basin Remark: ST-10 ••••• Total Distance: 66.1 ID Number: ST-10 Created with the lrposro It report generator Back I Conta Tri State Utilities 757-366-9505 )1)t Address 2111 Smith Avenue Chesapeake Virginia , VA 23320 Website httD://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 34 Owner ALBEMARLE Customer EARTHWORKS COUNTY EXCAVATING Drainage Area Job Number 21510 Pipe Segment Date 3/3/2015 09:05 Reference GEORGETOWN ALBEMARLE Street ROAD City COUNTY Comments Manhole Upstream MH ST-10 Rim to Invert(U) 5.4 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-11 Rim to Invert (D) 5.8 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height(Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 120 Length Surveyed 119 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Saturated Location Code Sidewalk Additional Info Location Details GEORGETOWN ROAD Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes/ Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Ft A Created with the e= "@A report generator Back I Project. 21510 OUT OF BOUNC Date: 3/3/2015 9:05:00 AM Pipe Segment Reference: t Street: GEORGETOWN ROAD Upstream MH: ST-10 Mt -t- Length Surveyed: 119 Downstream MH: ST-11 Average Pacp Quick Overall Rating: 0000Direction of Survey: Downstream Height (Diameter): 15 Material: Other Street: GEORGETOWN ROAD ID Number: ST-10 (0.0) ACB - Catch Basin Remark: ST-10 ••••• (0.0) MWL - Water Level ••••- (119.0) ACB - Catch Basin Remark: ST-11 ••••• Total Distance: 119 ID Number: ST-11 Created with the ��<<� *t� report generator Back l Contac Tri State Utilities 757-366-9505 Address e, 2111 Smith Avenue Chesapeake Virginia , VA 7 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 34 Owner ALBEMARLE Customer EARTHWORKS COUNTY EXCAVATING Drainage Area Job Number 21510 Pipe Segment Date 3/3/2015 09:21 Reference GEORGETOWN ALBEMARLE Street ROAD City COUNTY Comments Manhole Upstream MH ST-11 Rim to Invert(U) 5.8 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-12 Rim to Invert(D) 10.10 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height(Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 30 Length Surveyed 29.9 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Saturated Location Code Sidewalk HIGH LINE IS 6.4 GEORGETOWN Additional Info FROM TOP OF MAN Location Details ROAD HOLE Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks/ 0 Number of Broken/ 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the _ report generator Back 1 Project. 21510 OUT OF BOUNC • Date: 3/3/2015 9:21:00 AM Pipe Segment Reference: L 1,,i Street: GEORGETOWN ROAD Upstream MH: ST-11 ,,JP. Length Surveyed: 29.9 Downstream MH: ST-12 Average Pacp Quick Overall Rating: 0000Direction of Survey: Downstream H-=,ivv Height (Diameter): 15 Material: Other Street: GEORGETOWN ROAD ID Number: ST-11 (0.0) ACB - Catch Basin Remark: ST-11 (0.0) MWL - Water Level 1 (29.9) ACB - Catch Basin Remark: ST-12 Total Distance: 29.9 ID Number: ST-12 Created with the VPOSIVI 01Di report generator Back j Contac Tri State Utilities 757-366-9505 Address 2111 Smith Avenue Chesapeake Virginia , VA 23320 Website htto://www.tristateutilities.corn/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 34 Owner ALBEMARLE Customer EARTHWORKS COUNTY EXCAVATING Drainage Area Job Number 21510 Pipe Segment Date 3/3/2015 09:32 Reference GEORGETOWN ALBEMARLE Street ROAD City COUNTY Comments Manhole Upstream MH ST-12 Rim to Invert (U) 10.10 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-18 Rim to Invert(D) 9.8 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height(Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 159 Length Surveyed 158.9 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Saturated Location Code Sidewalk Additional Info Location Details GEORGETOWN ROAD Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes/ Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the 11�� F * report generator Back I Project, _'1510 OUT OF BOUNE • Date: 3/3/2015 9:32:00 AM Pipe Segment Reference: I ,F Street: GEORGETOWN ROAD Upstream MH: ST-12 Length Surveyed: 158.9 Downstream MH: ST-18 Average Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Other Street: GEORGETOWN ROAD ID Number: ST-12 (0.0) ACB - Catch Basin Remark: ST-12 (0.0) MWL - Water Level (158.9) ACB - Catch Basin Remark: ST-18 i.1 Total Distance: 158.9 ID Number: ST-18 Created with the I% report generator Back Contac Tri State Utilities 757-366-9505 r , Address I 2111 Smith Avenue Chesapeake Virginia , VA 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 34 Owner ALBEMARLE Customer EARTHWORKS COUNTY EXCAVATING Drainage Area Job Number 21510 Pipe Segment Date 3/3/2015 09:44 Reference Street GEORGETOWN Ci ALBEMARLE ROAD tY COUNTY Comments Manhole Upstream MH ST-13 Rim to Invert (U) 7.6 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-12 Rim to Invert (D) 10.10 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height(Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 84 Length Surveyed 83.4 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Saturated Location Code Sidewalk Additional Info REVERSE TV Location Details GEORGETOWN ROAD Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps a= Created with the PosivoliQl. report generator Back I Project. _1510 OUT OF BOUNC OMNI Date: 3/3/2015 9:44:00 AM Pipe Segment Reference: ,,f,, Street: GEORGETOWN ROAD Upstream MH: ST-13 Length Surveyed: 83.4 Downstream MH: ST-12 Average Pacp Quick Overall Rating: 0000Direction of Survey: Upstream Height (Diameter): 15 Material: Other Street: GEORGETOWN ROAD HV. - ID Number: ST-13 (0.0) ACB - Catch Basin Remark: ST-12 ••••• (0.0) MWL - Water Level (83.4) ACB - Catch Basin Remark: ST-13 Total Distance: 83.4 ID Number: ST-12 Created with the Mt report generator Back I Contac Tri State rJtilities 757-366-9505 e Address �, 2111 Smith Avenue Chesapeake Virginia , VA 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 34 Owner ALBEMARLE Customer EARTHWORKS COUNTY EXCAVATING Drainage Area Job Number 21510 Pipe Segment Date 3/3/2015 09:55 Reference Street GEORGETOWN Ci ALBEMARLE ROAD ty COUNTY Comments Manhole Upstream MH ST-14 Rim to Invert(U) 4.2 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-13 Rim to Invert(D) 7.6 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height(Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 75 Length Surveyed 75.2 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Saturated Location Code Sidewalk Additional Info REVERSE TV Location Details GEORGETOWN ROAD Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks/ 0 Number of Broken/ 0 Fractures Holes/ Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the 1111! report generator Back Project. '1510 OUT OF BOUNC • Date: 3/3/2015 9:55:00 AM Pipe Segment Reference: [ 1 Street: GEORGETOWN ROAD Upstream MH: ST-14 Length Surveyed: 75.2 Downstream MH: ST-13 Average Pacp Quick Overall Rating: 0000Direction of Survey: Upstream He3vY Height (Diameter): 15 Material: Other Street: GEORGETOWN ROAD ID Number: ST-14 (0.0) ACB - Catch Basin Remark: ST-13 •.•-• (0.0) MWL- Water Level (75.2) ACB - Catch Basin Remark: ST-14 Total Distance: 75.2 ID Number: ST-13 Created with the VPOSIVI Mt report generator Back I Conta Tri State Utilities 757-366-9505 F Address 2111 Smith Avenue Chesapeake Virginia , VA ,LI(( R1))) 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 34 Owner ALBEMARLE Customer EARTHWORKS COUNTY EXCAVATING Drainage Area Job Number 21510 Pipe Segment Date 3/3/2015 10:39 Reference Street BENNINGTON ROAD City ALBEMARLE COUNTY Comments Manhole Upstream MH ST-16 Rim to Invert(U) 5.4 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-17 Rim to Invert (D) 6.4 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height (Diameter) 15 Width 15 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 0 Length Surveyed 27.2 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Saturated Location Code Sidewalk Additional Info Location Details BENNINGTON ROAD Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the 1�Q�+! report generator Back Project. '1510 OUT OF BOUNC IIMIMI Date: 3/3/2015 10:39:00 AM Pipe Segment Reference: Street: BENNINGTON ROAD Upstream MH: ST-16 Length Surveyed: 27.2 Downstream MH: ST-17 Average Pacp Quick Overall Rating: 0000Direction of Survey: Downstream H.,- Height Height (Diameter): 15 Material: Other Street: BENNINGTON ROAD ID Number: ST-16 (0.0) ACB - Catch Basin Remark: ST-16 (0.0) MWL - Water Level (27.2) ACB - Catch Basin Remark: ST-17 Total Distance: 27.2 ID Number: ST-17 Created with the ArPOSTVI 4[ID report generator Back 1 Conta Tri State Utilities 757-366-9505 ((kli Address �, 2111 Smith Avenue Chesapeake Virginia , VA ,., 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 34 Owner ALBEMARLE Customer EARTHWORKS COUNTY EXCAVATING Drainage Area Job Number 21510 Pipe Segment Date 3/3/2015 11:00 Reference Street SMITHFIELD ROAD City ALBEMARLE COUNTY Comments Manhole Upstream MH ST-23 Rim to Invert (U) 3.0 Grade to Invert (U) Rim to Grade (U) Downstream MH ST-24 Rim to Invert(D) 5.7 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height (Diameter) 24 Width 24 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 75 Length Surveyed 74.8 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Saturated Location Code Sidewalk Additional Info REVERSE TV Location Details SMITHFIELD ROAD Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps 1111 reportgenerator with the Back Project, 21510 OUT OF BOUNC • Date: 3/3/2015 11:00:00 AM Pipe Segment Reference: , , ., Street: SMITHFIELD ROAD Upstream MH: ST-23 M,,de.;,e Length Surveyed: 74.8 Downstream MH: ST-24 Average Pacp Quick Overall Rating: 0000Direction of Survey: Upstream H�aY Height (Diameter): 24 Material: Other Street: SMITHFIELD ROAD ID Number: ST-23 (0.0) AMH - Manhole Remark: ST-24 (0.0) MWL - Water Level (74.8) ACB - Catch Basin Remark: ST-23 Total Distance: 74.8 ID Number: ST-24 Created with the lit report generator Back' Conta( Tri State Utilities 757-366-9505 ((kit46° ) r Address J e 2111 Smith Avenue Chesapeake Virginia , VA 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 34 Owner ALBEMARLE Customer EARTHWORKS COUNTY EXCAVATING Drainage Area Job Number 21510 Pipe Segment Date 3/3/2015 11:14 Reference Street SMITHFIELD ROAD City ALBEMARLE COUNTY Comments Manhole Upstream MH ST-22 Rim to Invert(U) 11.6 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-23 Rim to Invert (D) 3.0 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height(Diameter) 24 Width 24 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 0 Length Surveyed 76.2 Length Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation Sewer Category SW Survey Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Saturated Location Code Easement/Right of Way Additional Info REVERSE TV Location Details 2516 SMITHFIELD ROAD Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks/ Number of Broken / 0 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the - " report generator Back Project: `1510 OUT OF BOUNC Date: 3/3/2015 11:14:00 AM Pipe Segment Reference: Street: SMITHFIELD ROAD Upstream MH: ST-22 Length Surveyed: 76.2 Downstream MH: ST-23 Average Pacp Quick Overall Rating: 0000Direction of Survey: Upstream H , y Height (Diameter): 24 Material: Other Street: SMITHFIELD ROAD ID Number: ST-22 (0.0) ACB - Catch Basin Remark: ST-23 (0.0) MWL - Water Level (76.2) ACB - Catch Basin Remark: ST-22 .••.. Total Distance: 76.2 ID Number: ST-23 Created with the �� Q11r report generator Back l Conta Tri State Utilities 757-366-9505 Address (kli 2111 Smith Avenue Chesapeake Virginia , VA et)) 23320 Website http://www.tristateutilities.com/ Project Information Surveyor Name ROGER KEETON Certificate Number U-611-12948 Truck Number 34 Owner ALBEMARLE Customer EARTHWORKS COUNTY EXCAVATING Drainage Area Job Number 21510 Pipe Segment Date 3/3/2015 11:20 Reference Street SMITHFIELD ROAD City ALBEMARLE COUNTY Comments Manhole Upstream MH ST-24 Rim to Invert (U) 5.7 Grade to Invert(U) Rim to Grade (U) Downstream MH ST-25 Rim to Invert(D) 5.0 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Downstream Pipe Height(Diameter) 24 Width 24 Shape Circular Material Other Lining Method Pipe Joint Length Tape Measured 0 Length Surveyed 72.3 Length g y Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Digital Purpose Post Rehabilitation p Survey Sewer Category SW Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Saturated Location Code Easement/Right of Way Additional Info Location Details 2516 SMITHFIELD ROAD Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Completed Yes Count Groups Number of Taps 0 Number of Roots 0 Num Cracks/ 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Number of 0 Capped/Abd Taps Created with the Vi-----XOSNA iv report generator Back I Project; :1510 OUT OF BOUNC 111=11 Date: 3/3/2015 11:20:00 AM Pipe Segment Reference: � ,,., Street: SMITHFIELD ROAD Upstream MH: ST-24 Length Surveyed: 72.3 Downstream MH: ST-25 Average Pacp Quick Overall Rating: 0000Direction of Survey: Downstream Height (Diameter): 24 Material: Other Street: SMITHFIELD ROAD ID Number: ST-24 (0.0) AMH - Manhole Remark: ST-24 (0.0) MWL - Water Level (72.3) AMH - Manhole Remark: ST-25 Total Distance: 72.3 ID Number: ST-25 Created with the 1���� 1 report generator Back l