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HomeMy WebLinkAboutSUB201500149 Other 2022-08-05lr Vm OWNERS: AWNITY ESTATES LLC 455 SECOND STREET SE, 57H FLOOR CHARLOTIESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT; INC. 455 SECOND STREET SE, SUITE 400 CHARLOT7E'SWILLE, VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST SU17E K CHARLOT7E°SVILLE, VA 22902 TAX MAP NO.: 09100-00—°00--016C0 09100--00--00--016EO ZONE: PRO ZONE: PRD DB 4319 PG 247 DB 4571 PG 88 09100-00--00--016AO 09100--00-00-01400 ZONE PRD ZONE: PRO D8 4571 PG 88 DB 3472 PG 015 TOTAL PROJECT AREA: AW_N_1TY ESTATES 09100-00--00--016CO -- 2.472 AC. 09100--00-00-016EO -- 4.982 AC. 09100--00--00_-016A0 4.492 ACC 11.886 AC. TOTAL ZONING: PRD — PLANNED RESIDEN77AL DEVELOPMENT -- ZMA 2013-016 TOPOGRAPHY: SURVEY & TOPOGRAPHY PROVIDED BY ROUDABUSH GALE & ASSOCIATES, DATED AUGUST, 2013. TOPO FIELD VERIRED IN JUNE 201 Z DATUM: MAD 83 FL 00DPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE FEMA MAP ID 51003CO407D & 51003CO426D DATED FEBRUARY 4, 2005. STORMWA TER MGW D STORMWA TER FOR A VWI TY ESTATES WILL BE HANDLED BY A PROPOSED STORMWA T ER MANAGEMENT FACILITY JC1ST UPLAND OF THE EXISTING SWM POND. ADDITIONAL AWWITY ESTATES STORMWATER WILL BE 7REA 7ED BY A SECOND SWM FACILITY AT THE SOUTH OF 7HE S1TE. SWM SHALL MEET ALL STATE REGULA77ONS REQUIRED WITH THE DEVELOPMENT: FIRE & RESCUE: AS REQUIRED, ALL FIRE FLOWS W THIN 7HE DEVELOPMENT SHALL BE A MINIMUM OF 1000 GPM AT 20 PSI. ADDITIONALLY. FIRE HYDRANTS SMALL BE PROVIDED ALONG THE STREETS FOR FIRE FIRE PREVEN77ON A T A MAXIMUM SPACING OF 500 FT PER TRAVELWAY. 1, PROPOSED USES: SINGLE—FAMILY A T 7ACH'ED UNITS +& TOiWVHOUSE" UNITS SINGLE FAMILY ATTACHED UNITS: 51 TOTAL UNITS (AVWITY ESTATES) TOWNHOUSE UNIT- 51 TOTAL UNITS (AVWfTY ESTATES) DENSITY: TOTAL NUMBER OF UNITS PROPOSED: 102 UNITS PROPOSED DENSITY- a 58 UN17S/ACRE MAXIMUM ALLOWABLE UNITS WITHIN A WNITY ESTATES- 102 UNITS MINIMUM ALLOWABLE UNITS Wt 7HIN A WNI TY ESTA TES: 60 UNITS SITE AMEN177ES- CLUSHOUSE%PA VILION AREA (1,314 SF; 1,000 SF MIN) TOT LOT (4,000 SF MIN) DOG PARK (10, 000 SF MIN) PASSIVE RECREA 7701V AREA (6.000 SF MIN) AC77VE RECREA 7101V AREA (14 622 SF; 11, 500 SF MIN) RIGHT OF WAY° 2.27 ACRES OPEN SPACE: 2.32 AC OPEN SPACE (AVWITY I PLA TTED) 3.60 AC OPEN SPACE (AWNITY ESTATES) 5.92 / 21.13 AC TOTAL AWNITY I & ESTATES == 28.OX LOTS: 6.01 ACRES SE TBACKS: FRONT -- 6' MIN (WITH VARIATION SUBMITTED TO THE COUNTY) MIN. 18' FROM FRONT OF GARAGE TO BACK OF SIDEWALK SIDE -- 5' MIN REAR -- 10' MIN INTERIOR, 20' MIN WHERE LOTS ARE ADJACENT TO TIME PROJECT BOUNDARY CLUSHOUSEjPAVILIOIV -- 8' MIN FRONT, 5' MIN SIDE, 10 MIN REAR SETBACKS SHALL INCLUDE A 4' FRONT AND REAR ENCROACHMENT OF ALL SETBACKS Wl7H PORCHES, EAVES; AND OTHER ARCHITECTURAL ELEMENTS OF THE HOMES. SETBACKS SHALL ALSO ALLOW UP TO A 1' SIDE YARD ENCROACHMENT FOR ARCHITECTURAL ELEMENTS AND OVERHANDS, PROVIDED THAT 7HE ENCROACHMENTS ARE FIRE RATED PER BUILDING DEPARTMENT REQUIREMENTS MIEN BUILDING SEPARA 77ON IS REDUCED FROM 10' SETBACKS WERE APPROVED WITH THE BUILDING MODIFICATION WAIVER REQUEST WTH ZMA 2013-016 BUILDING HEIGHT: 35' MAXIMUM HEIGHT PARKING: EACH PROPOSED LOT SHALL PROVIDE OFF—STREET PARKING FOR T*V VEHICLES IN A MINIMUM 18' DEEP DRIVEWAY AND A GARAGE. ADD177ONALL Y, ROADWAYS SHALL ACCOMMODATE OVERFLOW PARKING ON —STREET W17H ON --STREET PARKING BUMPOUTS (30) TOTAL NUMBER OF UNITS: 102 UNITS TOTAL NUMBER OF OFF—STREET PARKING SPACE'S PROVIDED: 102 UNITS X 2 SPACES PER UNIT = 204 OFF—STREET PARKING SPACES TOTAL NUMBER OF ON —STREET PARKING SPACES: (1) SPACE PER (4) UNITS REQUIRED. 26 ON --STREET SPACES REQUIRED TOTAL NUMBER OF ON —STREET PARKING SPACES PROVIDED: 30 BUMPOUT SPACES AN ADD177ONAL (10) PARKING SPACES HAVE BEEN PROVIDED AT THE CLUBHOUSE PHASING. THE PROJECT MAY BE COMPLETED WITH A MAXIMUM OF 4 PHASES; AS SHOWIV ON THE ROAD PLANS (IN C01VJUNC77ON WITH BLOCK PHASING) STREETS: CURB do GUTTER PRIVATE STREETS. THE ACCESS ROADWAY SHALL BE MAINTAINED BY THE HOA. U77LI77ES- SITE SHALL BE SERVED BY PUBLIC WATER AND SEA CONSTRUC77001 TRAFFIC: ALL COIVSTRUC77ON TRAFRC FOR THE DEVELOPMENT OF AWNITY ESTATES SHALL ENTER THE SITE FROM THE EXIS71NG DRIVEWAY AT ROUTE 20. DENSITY: AWWITY 1. 107 UNITS/9243 AC = 11.58 LIMITS/AC AWWNITY ESTATE 102 UNITS/11.886 AC = 8.58 UNITS'fAC LANDSCAPING: ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE OUTSIDE: OF THE ROW KfTHIN A 5' W DE" LANDSCAPING AND MAINTENANCE EASEMENT AND ALL STREET TREES SMALL BE MAINTAINED BY 7HE HOA. LIGHTING: NO OU7V00R STREET UGH77NG IS PROPOSED AT 77-IIS TIME. THE FINAL Sf7E PLAN SHALL INCLUDE AN OVERALL OUTDOOR LIGHTING PLAN FOR THE PROJECT. TRAFFIC GENERA 7701V: TRIP GENERA T ION BASED ON l7E TRIP GENERA 77ON MANUAL (8774 ED1770N) 51 SINGLE FAMILY UNITS (CODE 210) 486 VPD (244 EN7ER/244 EXIT) AM PEAK- 38 VPH (10 ETV TE R128 EXIT) PM PEAK: 52 VPH (32 ENTER/20 EXIT) 51 TOWNHOME UNITS (CODE 23D) 296 VPD (148 ENTER1148 EXIT). AM PEAK: 22 VPH (4 ENTER/18 EXI T) PM PEAK: 27 VPH (18 ENTER/9 EXIT) TRASH: ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINER AND THE HOA SHALL PROVIDE TRASH COLLEC7701V SERVICES RESERVOIR WATERSHED: MOORE'S CREEK WATERSHED AGRICULTURAL --FORESTAL- NONE PLACES OF BURIAL: NONE RE. TAINING WALL.- ALL WALLS AS SHOWN ON THIS PLAN SHEET AND THE GRADING PLAN SHEET SHALL NOT EXCEED 6' IN HEIGHT: AFFORDABLE UNITS: CASH IN LIEU OF AFFORDABLE UNITS WILL BE PROVIDED (15X): 0.15 X 102 UNITS = CASH FOR 16 UNITS REQUIRED _jM I SCO I I SVILLE DISTRIC ALBEMARLE COUNTY, VIRGINIA _a g u L_ ---L .I_t_, 4 1 -- -` ----- — — — f � i f t 1 N i a. NOTES.- 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) 77-IIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO407D & 51003CO426D ADOPTED FEBRUARY 4, 2005. 3) EACH LOT AS SHOWN HEREON CONTAINS A BUILDING S17E WHICH MEETS THE REQUIREMENTS OF SEC71ON 4.2.2(b)l (18--520) 4) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 5) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. "Im R som Vc w `i • _W-O «. et ASA PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 LAYOUT PLAN 3A LAYOUT PLAN _--- 4 _— UTILITY PLAN 4A UTILITY PLAN 5 GRADING PLAN 5A GRADING PLAN 5 SITE UTILITY DETAILS 7 TRAFFIC, NOTES, & DETAILS 8 ROAD & WATERLINE PROFILES 9 ROAD & WATERLINE PROFILES 10 _ ROAD & WATERLINE PROFILES 11 SANITARY PROFILES 12 �_-- SANITARY PROFILES 13 DRAINAGE AREA PLAN (OMITTED) 14 — DRAINAGE PROFILES---- 15 DRAINAGE PROFILES 16 DRAINAGE CALCULATIONS (OMITTED) 17 DRAINAGE CALCULATIONS (OMITTED) 18 LANDSCAPING PLAN 19 LANDSCAPING PLAN 20 LANDSCAPING DETAIL:' TOTAL 20 PAGES — 4 a ' € 1 u 11'$s:w m _ Avinity 11 Range of Residential uses Rezoning Allowable Uses Proposed uses Block Townhome Single Family Attached/Detached (min -max) min -max Proposed Townhouse Unit;( Proposed Single Family Attached/Detache A 0-20 0-9 12 5 B _ 0-30 0-15 � 1.5 8 C 0-30 0-15 _ 1.4 13 D t -3-1 12-32 1.0 25 TOTAL 0_1 12-71 5 51 TOTAL U NITS: M 1) Within Avinity I, a 24unit condo building is proposed to be eliminated and in its place, a maximum of (8) townhouse units are proposed. 2) The overall density (number of units) for Avinity I shall decrease from 124 units to 105-108 units with the approval of this rezoning. The original proposed condominium building shall be replaced with (0) - (8) townhouse units. 3) The proposed minimum number of units within Avinity If shall be 50 units with a maximum number of 102 units. The density shall range between 5 DU/AC and 1.0 DU AC. TH 0F f Q SCOTT COLLINSZ �zJ No, 35791 � 01VAL W OMMM z Q OU Ce Z 0 0 t U) w ° Z0 _ 0 U) CL Uj Ce Uj it Uj ce U) M ILJ U) LU °c ce Z E-4 ca► rx� ego ac7 x; f NOTES:' CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS FOR AVINITY ESTATES ROADS TO ANY ROAD I ' I EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY / DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED ROADS, ` f CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AND ROADWAY TIE-INS TO "- \ / / % / / / ! w" �-�.��,_.� / SCOTT COLLINS% EXISTING ROADS/PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. ® �� w �� �. - � � / ""- w w \ "�h.'!�1 r*•-, � '`` j'\- <:.:\ \ . f l °� f / ) 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE 1 w > I �. " :<..,., / f f/ / / 0 No. 35791 � / THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. j / / I 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, PARKING LOTS ALLEYS uj / f MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE OR UTILITIES ®cn �''` _ -- " "'\� % EXTEND 1 Q Wlbt TURN LANE / / / S 2 , , _�`w �, .. <„ , ��'" ,. ,. � / TONAL TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION, COLLINS ENGINEERING ®� f ` =- �'-- w '` -- ' fi "` \ 't AT 2% RO EXISTING GRADE SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR _ p ..- J I ` = w� -•, w \ ` : l i TIE IN N . 1 � / � � ~�--_.� , , w� ;.. � . _ / � GRADE vulTHl E� r�0�r CONSTRUCTION. w tE. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. cwn 3 ~`� \'" ' w = / 5. ALL CROSS DRAINS AND UNDERDRANS SHALL BE INSTALLED PER VDOT STANDARDS. ®T j31 %j, - / ¢�J / / / / / % ■ Z ( 1 ` ' t��'%' 1\ \ �\�� En J 5}Li' �. 9;;r•xY"�� / / / / / / / � / /r / \ \ � 3 \, % 1 / i � • i � '-,. `'> �s . � 'k .,`* ��t `�`\ / cjr r / / .f �r / / %�� / // j7( / ! J tz-�,.�•, .> _ •yam � (r:' / t t \�,."" \ f� ^;:',, a�' / /i ,/ / // tL J Q j l / . s ,fit"£-� _ .,' : •.< /� s r �' / \` K - -,.,-- `� ms. / / SWM FOREST AND OPEN - ._.__.y / f H ''f SPACE PRESERVATION 3 '� 1 i _ / �• �. ��� rF� / f / // Q z 54 L.O - / �> / / / / REPLACE EXISTING 48'� ` / cn cn w ,�^_ .-- ,., , /' 55 LOT /` / WITH 28 LF 413° RCP CUL YfsRTz a z z se 1/tgfb7r / 7f / t� � ' I r y G� t / / / / ,� A O w w {i< 0 !, / . 41 ROPO D ��f(at E15 PORT N i� / Z t «s ¢ ,Q r: 1 / i ( �" :..,.. a / ✓ F t / ® LLB EME NCY/ACL`CLS,S OAD �y � a Lu cn ' . y ; •? i / l f mb� w W uj \ w uj lie P O AVED P'dJRT(i I17L� wMERGENCY ACC ES"OAD ° r" i' - _. �_... uj ^tom - --z ' � \ ' it � y --t -. J / ^- -- "�'- . - - -_ -- -- -- - }-•�' _..- ( �,- ` - �--.�"`- � . \ -"••`. \\ ' �i::. J f/ -,-. `_ �.. ' - .-`_.. •= ACCESS \ = `� .. - : t , •v U - , , 1 r. r• .4 `. r • - t iy + yv I LL r- t . :, -1 "'fir:; . � i "---`_ n. •_- N o �Stx s." 1 e s ci1 4 / EXISTING MAN AGED ��.._ - w i ^m. 1f i / - ._ STEEP SLOPES _ w -•._ _, _ w - r ( 1 d• I i r FACILITY _.. F R ( J_ w~ _ .:.:::::... .. PROPOSED RTION w=-.�. -•=,., A�/INI ESTATES _ _ _ Al 1 � � 1. •' ��� I t `` � _ �" � � --- ... EMEiRG�NC�F .�!�-_., ,•.,,, � _ \\ y RETAL9 IN GG WW ---' -_ `- w _ jJ py) \ r,.,.J v.- 1 " . ' : _ /.." •':/• :. /: ` ti �.-,% _ IV .}�� �` gar" d :' 1 o r . � / / - • "�`' `� � :� P 6sEGr�ENTE�D-- _ - --.� ���� w �cyi �.; e :' ":>, .,.--- \ RETAINING r�A�� -- _�_... \. --��-- ! _ �,� s �! f EX $1lifM: FA fL1T`f�': " :.: NOTE THE I 3 EXISTING MANAGED CRITICAL SLOPES �` �' , A E m O ..... .... �\ .. .. . . ..... ..... .... .... ... - . , �::.. ... �. = ..:: f ::...:.:.... ,. -"::. ;... :; r:'; •.1.:".; / :J v IN -THIS AREA- THAT ARE PROPOSED -TO BE tY) nt r-• t ,,r 7" t .t Y DI T I ORDA�lGE •::�: RBED HALL GRADED N ACC , S U �E � S tF t, 1 s>, 1 r' � �• ... - .." •' � .. .. •. �. ,•:':r .. .. :. .... ..: fir- `..�?t-,-+s. ,{ -- / ---.� ... - ... ..,..., _ :.�- , .. `. _ � ► \�'tiITH THE RECENTLY APPROVED STEEP SLOPES J. ` .: /:, r �-..:•: AMC 0(3 3 SE i -� .Y=:3 ` � R. WIDTH PR V _ .... - .. .: � - .,.:=� , ..• ..::..:...-::- �" � � TE $T6RMWATER MANAGEMENT � v ACCESS AND MANT�ENANCE EASEME T - ■ C0) w J � \ < z r FILTERRA BIQSC�APE VAULT ® z kr \ t 1 ,,..r.% '-,.':. .. 3.. � / r .• ..' /..< yam. � , ^' 4 , 1 r t WIDE CURBT WITH 8 LONG FLANKING t tt LL \ z :SiDEWALK-EITHER SIDE AYD \ LP DE'STRIAN TRANSITION. CURB OPENING TQO Y. - \. ALLOW THE FIRS FLt1SH T bRAIN TO THE o " a ROPDSEC�OFFLINI:� FIL`fE RA B�IOSCAPE VAULT ST --�.., t � �2 SHALL SERVE AS THE BYPASS INLET FOR LARGER \ V Q X M °versa=oo' i�BD STORMS'- SEE SWIM PLAN FOR ADDITIONAL DETAILS LS ae z° t a. fir;:., ?�F, t •yC YID (,, ` a i= .. D q p, ..•,Aa.'r,s:'-Z x= c' _W ��yM� CL L9 0 CL 1 3. jf�C"l./r .�> .ty ..r.,,--'"/. O $+ ~♦ \ s , \ `^ _ `` s q)i LOTqi �. 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' TEE,P SLOPES 1 / % I $S3 LOT of (° 3p 3 GAR=S 1.-' 1 / / / 0 - 5 1.A 3 3 j I o :r 531.33y • s I 1 _..`"".."--'•, ` r i H w � FFF-`533_ �: I 1 i 1 , F- 3 p I 3 \ i 1- z /fifi�5 3,t7�' / j,'" J:� i 529.SO / $B` k GAR�533 Op _, _1 �I 13 ...� ("". - _ ,o� a { fi / GA/R53 .33 f / 30B LaT{jp t L T 5 j �/ lJJ�} t �• ! / / 5 1.3 9,2'0 A R=S31�7 - 532.67 531�1. i" �, FFE:=533.67:ti { / < o 533.33 1 �'= 533, 3 } 1 / J / 83 I"• 2!10f GAR=534.33 kl t j i a ► f (EGMENTtD 1 / / 31 I LOT ( �NNINPWALL / F T/4 • GA 532, k 534. 00 53 : ¢: J 1 "7 F Yf { \ I' !J f c I ` / ^- 1 33.8t7 0 t 5 S k L0' j � �/ � � o / / GA 53 ��ss FfiE 53 ~� �: I .'.. 34.67 JrT I t \ % 3 FF 1 i o cAR=536. -, �535.00 <` 1 `--�-���-F,:: ? i I / 1 t.Li f 33 _ - ° " ► 1 LOT :....:,:. . 536.00 q: o% : 2 1? { + / _ ..� 1 ! / j E ' _ L 6�' i i I ! J (Vs x I ! t ' 3F67 rJ•3"J„j ."J' �.• r�r� r eC r 7 ,-- _"'m^^•".."` { i 1 1. \ h ./" '•a..,"..'""^^ -\' s - ( f 1' L O . L07 537.33 53 :5 G 1 D 3�YGFEF=FAE Ry-5S--:--•'^^--.,,. _ 1 ; t c) w w- (JZ � � o ` 01 FEw r 539.67L0r88 !1 ry w 39.33 GAR�53.33 G�HCS�A�E5 7:G 40B YD of cd! ,( 33 30 'i5 3 72 /- 541.'.S3 t FFE�g, t � q / 1( JQB NO I a GAR�541.00.� r�; =5 541 `i 1 j 092033 ° o 541.t 9�54 z+ LOT 3 ; , ` I SCALE o 539. 17 3 C Ffi 3.6 7 .._ H YD 4 1 ti ( IN FEET } I rr Vn / q" GAR=543.3 :.° �'' FF=S l J 1 3 N ( /_ _ 15 .5t.' 33 inch 30 ft. ! I ° $542..'�3 ! `LO 95 � 3 ��8,::"'. 2.0 }q GAR= <� 'ti 5 v �a `� MATCHL+ INE 2 - SEE NEXT SHEET I 541.50 \ 543.00 54 ) I SHEET No. ` �� b ®®■■� ■�®®�■��' j '/ fifiLOT7 / . •, `: _LO %Q J F4.4 :k -I �� s ®!®® I�®I�® ��� ® omp o®®®��®■ III! �II� I ilk■ ®®® ®1 I� ■� �. �J sC t� LLJ W Z (D z W (n Z .I C7 C.} 4- O C QJ ' C O u 560 s PROPOSED 8" CL. 52 D W/L: {1.0- DRNG-w/L 545 / 560 555 XI LNG STIR: VDOT STD. I-EGRADE DI--3131, L=6' PR Pt3SED STA. 0+00.00 GRADE TP=548.29 555 INV OUT: 541.46 TO 16 STIR: 60 VDOT STD. DI--3C, L=6' _ STA. 4+11.40 TP=551.95 INV IN: 544.90 TO 64 545 INV IN: 544.90 TO fit INV OUT: 544.80 TO 66 PROPOSED 8" CL. 52 DI W/L (1.1' DRNG--W L) 545 540 Li 15" CL. III RCP 3- q 28.64 LF 0 0.52PROPOSED 8" CL. 5c DIP S/L --- (3.4' DRNG--S L) --4 540 535 .50 O 1.7' DR G-SX 5381 532 > Ni- W III if 1 to W ! 1. r-EXIS ING GRADE STIR: 16 VDOT STD. Di--3BB, L=10' 545 545 XIS GRADE 540 - PR POSED 540 530 540 PROPOSED 8" CL. 52 DI W/L (3.1' DRNG--W/L) 15" CL. III RCP 35.08 LF 0 1.00 PROPOSED 8" CL. p DIP S/L 5 2 5 (1.0' DRNG-SA) 535 15" CL. III RCP_ 35.35 LF 0 3.28 532 520 > �( in ...I ....i Ii.I W W W .d00.. dam" STIR: 50 VDOT STD. I 550 DI'-38, L=12' ; ! 550 STA. -0+04 .04 TP=543.90 INV OUT: 537.81 TO 48 STR: 48 VDOT STD. DI°-3BB, L=10' j 545 -.STA. 0+31.18 i 545 TP=543.69 ; \INV IN: 536.58 TO 50 j 1 INV OUT: 535.79 TO 46 I 540 PROPOSED 52 8" C PIP WIL L. 1 540 , N,\ 1.0RNG-S L. I "� PROPO ED FIRE 3 $STR: 46 VDOT STD. } j!( l HYDRA 1.7' DR WIL G-SA1, + , 3y L=10 ISTA. 1 +67.50 535 TP=531.81 i I 535 INV IN: 524.81 TO 48 14- 3 ;INV IN: 524.81 TO 44 l 'DRNG (. S/L)Sts. INV OUT: 524.71 TO 42 1 li 5" CL, III RCP APPROi(IMATE j 5 30 .. G LOCN OF 530 _ i g2 DI1tV/L •� ROPOS D I STIR: 42 VDOT STD. RillGRADE ' DI-3CC, L=10' 'STA. 3+17.72 525 EXISTi N GRAD G ' TP=522.26 � INV IN: 513.75 TO W � INV OUT: 502.65 T I 520 M 4 1520 >v I I 1 I l �t,, 1 w 1 I rl PROPOSED MALL 515 - �A A 'T%LJ 515 ' 508 e llv 510 ' � I I i 15 10 I � (4.1' lDRNG-- A) 1 i 3 PROPOSED 505 J ; W f LL505 i s I I i \ 498 sw CUT ? [INV 498.)0 500 500 I 15" CL. III RCP 29.76 LFI 0 15.82X , 495 i I 495 492 I 1492 W � n 0 .r- C. t . m � Ln � U'? PO Lo� © Ln N L0 M N 0 sydw ew to � W) U) LO Lf) W lJt,. o+so 1+00 1+50 2+00 2+50 STR So - OUT O E •'•'i ; s s M J { # i � # i Its ri • 1 s 530 STIR: 28 VDOT STD. DI--3131, L=6' STA. 0+03.73 TP=522.81 INV OUT: 515.18 TO 26 APPROVED AVINITY 1, PHASE IV SANITARY SEWER GROSSING (MH3- ASBUILT MH 1 a) 1.0' DRNG-S/L 51 0+00 0+50 1 +00 1 +25 STYR 22 STR 3.2 �0) VDOT STD. -=6i 12.40 82 519.74 TO 20 PROPOSED 4" SJL LATERAL FOR LOT 6-. (i.o' S/L-DRNG & 1.51 S/L-W/L) (ASSUMES 2.08% SLOPE WITH AN INV. AT THE MH=521.03') "' d- OR CD 530 XISTINt STIR: 6 VDOT STD. ..� +'� cv GRADE DI--3E3B, L=6 -CO cv tzi Lo Z _ STA. 10+63.69 " 1 TP=527.61 v) ca z cn I-- ._ INV IN: 514.35 TO 8 INV IN: 514.35 TO 26 PROPOS D INV OUT: 514.25 TO 4 GRAD J 520 f OPOSE P D 8" CL. {1.8' DRNG S/L) L.95" CL. III RCP L1 �" CL. III RCP 510 37.21 LF 0 0.50X 109.06 LF 0 0.50X to i.,,t w a N �" „ rn r EN LO W CN V.. L � toLO 0+50 1 +00 1 +50 STR 28Ya STR 6 540 STIR: 44 VDOT STD. PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. D I -- 313, L=10' 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. STA. 1 +67.50 3. MINIMUM OF:e OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND i.5' OF TP=531.70 SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. II1I�% OUT. 2rJ.17 TO 4 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL � - AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zoo? ROAD AND BRIDGE SPECIFICATION 3o3^ ,. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OF THE ROADWAYS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. {) 6. THE STORM SEWER PROPOSED IS VDOT STD. CL. III RCP, HOWEVER THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEU OF THE PROPOSED VDOT CL. III RCP. CONTRACTOR SHALL ENSURE MINIMUM STONE BEDDING REQUIREMENTS ARE PROVIDED. IN THE EVENT CLASS IV RCP IS PROPOSED, NO SUBSTITUTIONS ARE PERMITTED. A MINIMUM 2' OF COVER OVER STORM PIPES SHALL BE PROVIDED. 7. VDOT STD. IS -a. INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 525 8. VDOT STD SL-i SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 22' (NO SL-% ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. -- VERTICAL SCALE 520 1.1' I 5 0 2.5 5 10 20 { IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 { IN FEET 1 inch = 50 ft a to LN 5 LF- tv 0 5--- � r- J +00 m C:) ,t Ln r? m 07 LO O ! . ......_... _........._.... .» ._.....: Imo_ C ....A= ....... ......ram... _..Y.._. 545 EXISTINI GRADE ncs: fx" r 525 15" CL. III RCP LF 0 10.2276 520 I � � 15" CL. III RCP 74.57 LF 0 7.72% ' 18" CL. III RCP 59.72 LF 0 0.82 - IROPOSE LOT 63SAN LAT. 515 {1.g' MIN. DRNG SAN) .i fir`?LO a; 0 r`t CN Q'•Do �- C5 cm 0+50 1 +00 1 +50 2+00 2+; STR 36!' STRE 550 550 545 545 540 EXISTING 540 GRADE STIR: 40 VDOT STD. DI--3B, L=10' STA. 0+05.00 TP=534.89 INV OUT: 527.02 TO 32 P OPOSI 535 GRADE DI--3131, L==10' STA. 1+67.50 TP=531.81 INV IN. 524.81 TO 48 INV IN: 524.81 TO 44 INV OUT: 524.71 TO 42 r 1' CL. S/L) 530 STR:32 VDOT STD. DI---3B, L=10' STA. 1 +70.76 TP=533.43 INV IN: 526.83 TO 34 INV IN: 526.83 TO 40 INV OUT: 526.73 TO 30B PROPOSED 8" L. 52 DIP W/L (1.0' DRNG-S,/L) 530 525 I Z 15" CL. III RCP 38.65 LF 0 0.50X _g {1.0' RNG- L) 520 520 515 515 J N W L we 555 550 ! i i # i .n t� t. ar !# tl Ii N LON �Ln 6TO 540 540 r SCOTT COLLINSZ � No. 35791 0� 4'2S0 , OP! l `SIGNAL 01F TH 0 c� rt� Vf z �qhh Kul z ui o 0 � ui ui u V W � z 0> rC) M/ a o 0 t Q fir Aft Z t�CP.' 0 UJI 0 a C? LL. [] < Luto z 00 co co c* zBr r-f CV N s-i i�l r bIsk -A-,t • PIPE LIMING V- W Diameter ((IPP) • Pipe Cleaning & Video Inspection • No dig Point Repair Systems • Excavation - 5fiplining - Graining 4,, .�,. •�,,r� 737-066-9305 •Trenchless Repair of Pipe leaks 9 defects .trtstpt•vtilfYipx oom Report Project Date Location NumbersLink ID • View _ 220023 POST TV MOFFAT 272 Session: 10/15/2020 14:24 58 To 56 153.2 AVINITY ESTATES STREET MB 1 View Session: _ 220023 POST TV 10/15/2020 14:44 MOFFAT 56 To 54 54.7 175 2 AVINITY ESTATES STREET MB View Session: - 220023 POST TV 10/15/2020 15:12 MOFFAT 50 To 48 34.3 113 3 AVINITY ESTATES STREET MB View Session: _ 220023 POST TV AVINITY ESTATES 10/15/2020 15:22 MOFFAT STREET 48 To 46 135 168 MB 4 View Session. _ 220023 POST TV 10/15/2020 15:36 MOFFAT 46 To 41 149.5 184 5 AVINITY ESTATES STREET MB View Session: _ 220023 POST TV AVINITY ESTATES 10/15/2020 16:58 MOFFAT STREET 44 To 46 34.1 212 MB-' 6 View Session: _ 220023 POST TV AVINITY ESTATES 10/16/2020 07:15 MOFFAT STREET 54 To 52 113.4 195 MB 7 View Session: _ 220023 POST TV AVINITY ESTATES 10/16/2020 07:56 MOFFAT STREET 52 To 62 41.5 116 MB 8 View Session: _ 220023 POST TV 10/16/2020 08:50 MOFFAT 62 To 60 42 84.0 9 AVINITY ESTATES STREET MB View Session: - 220023 POST TV AVINITY ESTATES 10/16/2020 08:44 MOFFAI STREET 64 To 60 27.5 93.1 MB 10 View Session: _ 220023 POST TV AVINITY ESTATES 10/16/2020 09:05 MONTAGUE STREET 60 To 66 95 211 MB 11 View Session: _ 220023 POST TV AVINITY ESTATES 10/16/2020 09:14 MONTAGUE STREET 66 To 16 130.3 163 MB 12 View Session: _ 220023 POST TV AVINITY ESTATES 10/16/2020 09:39 MONTAGUE STREET 18 To 16 33.6 101 MB 13 View - 220023 POST TV 10/16/2020 09:55 MONTAGUE 16 To 14 158 215 Session: AVINITY ESTATES STREET MB 14 View Session: _ 220023 POST TV AVINITY ESTATES 10/16/2020 10:04 MONTAGUE STREET 14 To 12 88.4 121 MB 15 View Session: - 220023 POST TV AVINITY ESTATES 10/16/2020 10:22 MONTAGUE STREET 24 To 14 32 110 MB 16 LJ Total: 1322.5 I 2,48 GB PIPE LINING 611- W Diameter (CiPP) • Pipe Cleaning & Video Inspection •No Dig Point Repair Systems • ..,�*'VA `Exravntioe = Sllplining *Grouting A". 757 3a6.9sea %tichim Repair of Pipe Leaks & Defects www,RA�hullitrrrs,cbm Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/15/2020 14:24 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 58 Rim to Invert (U) 5.6 Grade to Invert (U) Rim to Grade (U) Downstream MH 56 Rim to Invert (D) 10 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 155 Length Surveyed 153.2 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Light Cleaning Date Cleaned 10/15/2020 14:24 Local Rural Streets - Light traffic, town and Weather Dry - No Precipitation Location Code city back streets, estate During Survey streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken ! 0 Fractures Holes / Collapse Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Sheet (Group) Reverse Setup ID Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Project: 22�J23 POST TV AVINITY :STATES Date: 10/15/2020 2:24:00 PM Street: MOFFAT STREET Length Surveyed: 153.2 Pacp Quick Overall Rating: 0000 Height (Diameter): 15 Street: MOFFAT STREET Pipe Segment Reference: Upstream MH: 58 Downstream MH: 56 Direction of Survey: Downstream Material: Polypropylene ID Number: 58 (0.0) ACB - Access Point Catch Basin ••••• Remark: 58 (0.0) MWL - Miscellaneous Water Level ••• (153.2) ACB - Access Point Catch Basin „• Remark: 56 Total Distance: 153.2 ID Number: 56 Created with the �'�` �•�► �Y� report generator Back • PIPE LIMING b"- W Diameter KIPP) • Pips Cleaning & Video Inspection • No Dig Point Repair Systems i41• bccayalion �lipliningarou�irtg A", -a', �5i.a�s=4sa5 • Trencbless Repair of Pipe Leaks & Defects ,wwrn4ri#t�d�Y�i�Itle#yam Project Information Surveyor Name SCOTTSVILLE Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/15/2020 14:44 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 56 Rim to Invert (U) 10 Grade to Invert (U) Rim to Grade (U) Downstream MH 54 Rim to Invert (D) 9 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 55 Length Surveyed 54.7 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose p Post Rehabilitation Sewer Category Survey Pre -Cleaning Light Cleaning Date Cleaned 10/15/2020 14:44 Local Rural Streets - Light traffic, town and Weather Dry - No Precipitation Location Code city back streets, estate During Survey streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks ! 0 Number of Broken ! 0 Fractures Holes I Collapse Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Sheet (Group) Reverse Setup ID Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Project: 22L j23 POST TV AVINITY _STATES Date: 10/15/2020 2:44:00 PM Pipe Segment Reference: Street: MOFFAT STREET Upstream MH: 56 Length Surveyed: 54.7 Downstream MH: 54 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene Street: MOFFAT STREET (0.0) ACB - Access Point Catch Basin ... Remark: 56 (0.0) MWL - Miscellaneous Water Level •.. (54.7) ACB - Access Point Catch Basin Remark: 54 Total Distance: 54.7 Created with the #1) ID Number: 56 ID Number: 54 Vii t1IF report generator Back • PIPE LINING b". W Diameter (CIPP) • Pipe Cleaning & Video Inspection • No Dig Paint Repair Systems ' Lxcayation = Sliplining Grouting 2111 A".•�j YA 757-366.9505 +Trenchless Repalf of Pipe leaks & Defects ,rrw eri�r�rav�ilttlescom Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Project Information eric winborne Certificate Number U-615-07000604 AVINITY ESTATES Customer ATLAS PO Number 220023 Date MOFFAT STREET City Manhole Upstream MH 50 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 48 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Pipe Height (Diameter) 15 Width Shape Circular Material Lining Method Pipe Joint Length Total Length 34 Length Surveyed Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Purpose p Post Rehabilitation Sewer Category Survey Pre -Cleaning Light Cleaning Date Cleaned Weather Dry - No Precipitation Location Code During Survey Additional Info Location Details Custom Number of Taps 0 Number of Roots Num Cracks 1 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Sheet (Group) Reverse Setup ID Number Imperial Units (US) True Pressure Value Work Order Project 10/15/2020 15:12 SCOTTSVILLE 5.9 7.9 Upstream Polypropylene 34.3 �p 10/15/2020 15:12 Local Rural Streets - Light traffic, town and city back streets, estate streets and curbside parking areas N 220023 POST TV AVINITY ESTATES Project: 21.._J23 POST TV AVI N ITY .STATES Date: 10/15/2020 3:12:00 PM Pipe Segment Reference: Street: MOFFAT STREET Upstream MH: 50 Length Surveyed: 34.3 Downstream MH: 48 Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Height (Diameter): 15 Material: Polypropylene Street: MOFFAT STREET (0.0) ACB - Access Point Catch Basin Remark: 48 (0.0) MWL - Miscellaneous Water Level (34.3) ACB - Access Point Catch Basin Remark: 50 Total Distance: 34.3 Created with the ID Number: 48 1 ID Number: 50 ZI-V report generator Back PIPE UNIN6 6"- %" Diameter (CIPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems s x+�.- +DMk•. VA rc0ypli�fl - Sliplining +Growling 757-306.9505 •Renchless Repair of Pipe Meeks & Defects WWW*q$1*ft% 11fl*s.0M Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/15/2020 15:22 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 48 Rim to Invert (U) 7.9 Grade to Invert (U) Rim to Grade (U) Downstream MH 46 Rim to Invert (D) 7.7 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 135 Length Surveyed 135 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Light Cleaning Date Cleaned 10/15/2020 15:23 Local Rural Streets - Light traffic, town and Weather Dry - No Precipitation Location Code city back streets, estate During Survey streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks 1 0 Number of Broken / 0 Fractures Holes 1 Collapse Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Sheet (Group) Reverse Setup ID Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Project: 22t J23 POST TV AVINITY ..-STATES Date: 10/15/2020 3:22:00 PM Pipe Segment Reference: Street: MOFFAT STREET Upstream MH: 48 Length Surveyed: 135 Downstream MH: 46 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene Street: MOFFAT STREET M (0.0) ACB - Access Point Catch Basin Remark: 48 (0.0) MWL - Miscellaneous Water Level •.... (135.0) ACB - Access Point Catch Basin Remark: 46 Total Distance: 135 C Created with the ID Number: 48 ID Number: 46 iv, report generator Back • PIPE LINING &"- 96" Diameter (CIPP) • Pipe Cleaning $ Video Inspedion r No Dig Point Repair Systems Excayatian • Sliplining - Droufing `llli S�fOh Aw.`i�xaD•+k+, VA 757-366.9505 ' Tienchless Repair of Pipe Leaks .& Defects Project Information Surveyor Name erie winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/15/2020 15:36 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 46 Rim to Invert (U) 7.7 Grade to Invert (U) Rim to Grade (U) Downstream MH 41 Rim to Invert (D) 9.6 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 150 Length Surveyed 149.5 Year Laid Year Renewed _,TJ=4. Flow Control Not Controlled Media Label DVD Purpose p Post Rehabilitation Sewer Category Survey Pre -Cleaning Light Cleaning Date Cleaned 10/15/2020 15:36 Local Rural Streets - Light traffic, town and Weather Dry - No Precipitation Location Code city back streets, estate During Survey streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Sheet (Group) Reverse Setup ID Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Project: 21,J23 POST TV AVINITY° ._STATES Date: 10/15/2020 3:36:00 PM Pipe Segment Reference: Street: MOFFAT STREET Upstream MH: 46 Length Surveyed: 149.5 Downstream MH: 41 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene Street: MOFFAT STREET (0.0) ACB - Access Point Catch Basin , Remark: 46 (0.0) MWL - Miscellaneous Water Level (149.5) ACB - Access Point Catch Basin Remark: 41 Total Distance: 149.5 Created with the 0) ID Number: 46 J. P ID Number: 41 tv report generator Back r PIPE LINING +6"- 46" Diameter (CIPP) Pipe Cleaning & Video Inspection *No Gig Point Repair Systems g,r, wAo*«Y..- ..w« -Excavation Sliplining a.6muling 757-366.95e5 +Trendless (Repair of Ripe Leaks & Defects .wrw,f r7 �t4Fbv�ilM�s��rr Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Project Information eric winborne Certificate Number U-615-07000604 AVINITY ESTATES Customer ATLAS PO Number 220023 Date MOFFAT STREET City (Manhole Upstream MH 44 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 46 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Pipe Height (Diameter) 15 Width Shape Circular Material Lining Method Pipe Joint Length Total Length 34 Length Surveyed Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Purpose p Post Rehabilitation Sewer Category Survey Pre -Cleaning Light Cleaning Date Cleaned Weather Dry - No Precipitation Location Code During Survey Additional Info Location Details Custom Number of Taps 0 Number of Roots Num Cracks / Number of Broken ! 0 Fractures Holes / Collapse Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Sheet (Group) Reverse Setup ID Number Imperial Units (US) True Pressure Value Work Order Project 10/15/2020 16:58 SCOTTSVILLE 7 7.7 Downstream Polypropylene 34.1 DVD 10/15/2020 16:58 Local Rural Streets - Light traffic, town and city back streets, estate streets and curbside parking areas N N 220023 POST TV AVINITY ESTATES Project: 21.,J23 POST TV AVIN ITY . _STATES Date: 10/15/2020 4:58:00 PM Street: MOFFAT STREET Length Surveyed: 34.1 Pacp Quick Overall Rating: 0000 Height (Diameter): 15 Street: MOFFAT STREET Pipe Segment Reference: Upstream MH: 44 Downstream MH: 46 Direction of Survey: Downstream Material: Polypropylene (0.0) ACB - Access Point Catch Basin ,a Remark: 44 (0.0) MWL - Miscellaneous Water Level (34.1) ACB - Access Point Catch Basin Remark: 46 Total Distance: 34.1 Created with the 01) ID Number: 44 ID Number: 46 �n report generator Back • PIPE LINING b"- W Diameter (CIPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems s,�, aAv� • Excavation - Sliplining - Grouting 757-366.9,595 •Trenchless Repair of Pipe Leaks & Defects wwwt#d�ta#�v�ilitiks,,tam Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Project Information eric winborne Certificate Number U-615-07000604 AVINITY ESTATES Customer ATLAS PO Number 220023 Date MOFFAT STREET City Manhole Upstream MH 54 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 52 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Pipe Height (Diameter) 15 Width Shape Circular Material Lining Method Pipe Joint Length Total Length 113 Length Surveyed Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Purpose p Post Rehabilitation Sewer Category Survey Pre -Cleaning Light Cleaning Date Cleaned Weather Dry - No Precipitation Location Code During Survey Additional Info Number of Taps 0 Num Cracks 1 0 Fractures Number of Deposits 0 Custom? OM Grade Reverse Setup ID Imperial Units (US) True Location Details Custom Number of Roots Number of Broken / Holes / Collapse Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value 10/16/2020 07:15 SCOTTSVILLE 9 8 Downstream Polypropylene 113.4 DVD 10/15/2020 17:21 Local Rural Streets - Light traffic, town and city back streets, estate streets and curbside parking areas 0 Work Order Project 220023 POST TV AVINITY ESTATES Project: 22%J23 POST TV AVINITY _STATES Date: 10/16/2020 7:15:00 AM Pipe Segment Reference: Street: MOFFAT STREET Upstream MH: 54 Length Surveyed: 113.4 Downstream MH: 52 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene Street: MOFFAT STREET (0.0) ACB - Access Point Catch Basin Remark: 54 (0.0) MWL - Miscellaneous Water Level (113.4) ACB - Access Point Catch Basin Remark: 52 Total Distance: 113.4 ID Number: 54 ID Number: 52 Created with the t report generator Back * PIPE LINING 6"- W Diameter ([IPP) - Pipe Cleaning & Video Inspection -No Dig Point Repair Systems :,r, �..-.�.,�� - I:xca�otion * Sliplining £ Grouting •Trsnchless Repair of Pipe Leafs & Defects wwv,.,fdrt��,avrrlrtlaxsrim Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/16/2020 07:56 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 52 Rim to Invert (U) 8 Grade to Invert (U) Rim to Grade (U) Downstream MH 62 Rim to Invert (D) 9 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 41 Length Surveyed 41.5 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose p Post Rehabilitation Sewer Category Survey Pre -Cleaning Light Cleaning Date Cleaned 10/16/2020 07:56 Local Rural Streets - Light traffic, town and Weather Dry - No Precipitation Location Code city back streets, estate During Survey streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks 1 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Sheet (Group) Reverse Setup ID Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Project: 226J23 POST TV AVIN ITY ,STATES Date: 10/16/2020 7:56:00 AM Street: MOFFAT STREET Length Surveyed: 41.5 Pacp Quick Overall Rating: 0000 Height (Diameter): 15 Street: MOFFAT STREET (0.0) ACB - Access Point Catch Basin Remark: 52 (0.0) MWL - Miscellaneous Water Level Pipe Segment Reference: Upstream MH: 52 Downstream MH: 62 Direction of Survey: Downstream Material: Polypropylene (41.5) ACB - Access Point Catch Basin ° Remark: 62 Total Distance: 41.5 Created with the ID Number: 52 ID Number: 62 ZVI report generator Back PIPE MINING r- %'" Diameter (CIPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems A[k—bip-� 'fxcoeetian - Slipliniag • firouling till Aw. VA 757�3 f�-e o *Trendless Repair of Pipe Leeks & Defects ;.r�+r tist���,eirrtras.corn Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Total Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Project Information eric winborne Certificate Number U-615-07000604 AVINITY ESTATES Customer ATLAS PO Number 220023 Date MOFFAT STREET City Manhole 62 Rim to Invert (U) Rim to Grade (U) 60 Rim to Invert (D) Rim to Grade (D) Stormwater Pipe Direction of Survey Pipe 15 Width Circular Material Pipe Joint Length 41 Length Surveyed Year Renewed Misc Not Controlled Media Label Post Rehabilitation Sewer Category Survey Light Cleaning Date Cleaned Dry - No Precipitation Location Code During Survey Number of Taps 0 Num Cracks 1 0 Fractures Number of Deposits 0 Custom? OM Grade Reverse Setup ID Imperial Units (US) True Location Details Custom Number of Roots Number of Broken ! Holes / Collapse Custom6 Struct Grade Overall Grade Pacp 6 Sheet (Group) Number Pressure Value 10/16/2020 08:50 SCOTTSVILLE 9 6.9 Upstream Polypropylene 42 IPLTA �` 10/16/2020 08:25 Local Rural Streets - Light traffic, town and city back streets, estate streets and curbside parking areas 0 C Work Order Project 220023 POST TV AVINITY ESTATES Project: M..J23 POST TV AVIN ITY ..STATES Date: 10/16/2020 8:50:00 AM Pipe Segment Reference: Street: MOFFAT STREET Upstream MH: 62 Length Surveyed: 42 Downstream MH: 60 Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Height (Diameter): 15 Material: Polypropylene Street: MOFFAT STREET *') ID Number: 60 (0.0) ACB - Access Point Catch Basin Remark: 60 (0.0) MWL - Miscellaneous Water Level (42.0) ACB - Access Point Catch Basin .. Remark: 62 Total Distance: 42 (0) ID Number: 62 Created with the I ziqr report generator Back PIPE LIMING r-W Diameter (CIPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems • Excavation - Sliplining - Grovling �5 .3 6 - sa • Trenshless Repair of Pipe Leaks ,& Defects ww.,,:t�srotsvu�u,t�x,�tn Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Project Information eric winborne Certificate Number U-615-07000604 AVINITY ESTATES Customer ATLAS PO Number 220023 Date MOFFAT STREET City Manhole Upstream MH 64 Rim to Invert (U) Grade to invert (U) Rim to Grade (U) Downstream MH 60 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Pipe Height (Diameter) 15 Width Shape Circular Material Lining Method Pipe Joint Length Total Length 27 Length Surveyed Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Purpose p Post Rehabilitation Sewer Category Survey Pre -Cleaning Light Cleaning Date Cleaned Weather Dry - No Precipitation Location Code During Survey Additional Info Location Details Custom Number of Taps 0 Number of Roots Num Cracks I Number of Broken 1 0 Fractures Holes / Collapse Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Sheet (Group) Reverse Setup ID Number Imperial Units (US) True Pressure Value Work Order Project 10/16/2020 08:44 SCOTTSVILLE 6.9 6.9 Upstream Polypropylene 27.5 ur W 10/16/2020 08:44 Local Rural Streets - Light traffic, town and city back streets, estate streets and curbside parking areas E A 220023 POST TV AVINITY ESTATES Project: 21,J23 POST TV AVINITY -STATES Date: 10/16/2020 8:44:00 AM Pipe Segment Reference: Street: MOFFAT STREET Upstream MH: 64 Length Surveyed: 27.5 Downstream MH: 60 Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Height (Diameter): 15 Material: Polypropylene Street: MOFFAT STREET (0.0) ACB - Access Point Catch Basin Remark: 60 (0.0) MWL - Miscellaneous Water Level (27.5) ACB - Access Point Catch Basin Remark: 64 Total Distance: 27.5 Created with the ID Number: 60 C ID Number: 64 Mreport generator Back • PIPE LINING 6"- %" Diameter (CfPP) • Pipe Cleaning & Video Inspection * No Dig Paint Repair Systems i,r, s +w.•t +r• ..,rr • Excavation - Sliplining - Gromfing +Trenchless Repair of Pipe teaks & Defects ,;�.,Reastat�ilfti��.tmra Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Project Information eric winborne Certificate Number U-615-07000604 AVINITY ESTATES Customer ATLAS PO Number 220023 Date MONTAGUE STREET City Manhole Upstream MH 60 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 66 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Pipe Height (Diameter) 15 Width Shape Circular Material Lining Method Pipe Joint Length Total Length 96 Length Surveyed Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Light Cleaning Date Cleaned Weather Dry - No Precipitation Location Code During Survey Additional Info Location Details Custom Number of Taps 0 Number of Roots Num Cracks / 0 Number of Broken Fractures Holes / Collapse Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Sheet (Group) Reverse Setup ID Number Imperial Units (US) True Pressure Value Work Order Project 10/16/2020 09:05 SCOTTSVILLE 6.9 9.9 Downstream Polypropylene 95 % 10/16/2020 09:05 Local Rural Streets - Light traffic, town and city back streets, estate streets and curbside parking areas 01 220023 POST TV AVINITY ESTATES Project: 21.J23 POST TV AVINITY -.STATES Date: 10/16/2020 9:05:00 AM Pipe Segment Reference: Street: MONTAGUE STREET Upstream MH: 60 Length Surveyed: 95 Downstream MH: 66 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene Street: MONTAGUE STREET *0 ID Number: 60 (0.0) ACB - Access Point Catch Basin Remark: 60 (0.0) MWL - Miscellaneous Water Level (95.0) ACB - Access Point Catch Basin Remark: 66 Total Distance: 95 ID Number: 66 Created with the tv report generator Back -PIPE LINING 6"-'iMb" Diameter ([IPP) • Pipe Cleaning & Video Inspection ' • No Dig Point Repair Systems Aw.-fa... ..vA • Lxca�raiion - Sliplinina .Grouting 757-W-950 •%nchless Repair of Pipe Leaks & Defects +vw�nfr4�toilrlr��,p(+in Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Project Information eric winborne Certificate Number U-615-07000604 AVINITY ESTATES Customer ATLAS PO Number 220023 Date MONTAGUE STREET City Manhole Upstream MH 66 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 16 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Pipe Height (Diameter) 15 Width Shape Circular Material Lining Method Pipe Joint Length Total Length 133 Length Surveyed Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Purpose Post Rehabilitation Sewer Category p Survey Pre -Cleaning Light Cleaning Date Cleaned Weather Dry - No Precipitation Location Code During Survey Additional Info HIGHLINE AT MH 16 Location Details Custom Number of Taps 0 Number of Roots Num Cracks / Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Sheet (Group) Reverse Setup ID Number Imperial Units (US) True Pressure Value Work Order Project 10/16/2020 09:14 SCOTTSVILLE 9.9 8.6 Downstream Polypropylene 130.3 DVD 10/16/2020 09:14 Local Rural Streets - Light traffic, town and city back streets, estate streets and curbside parking areas 0 x 220023 POST TV AVINITY ESTATES Project: 21.J23 POST TEA AVINITY -STATES Date: 10/16/2020 9:14:00 AM Pipe Segment Reference: Street: MONTAGUE STREET Upstream MH: 66 Length Surveyed: 130.3 Downstream MH: 16 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene Street: MONTAGUE STREET (0.0) ACB - Access Point Catch Basin Remark: 66 (0.0) MWL - Miscellaneous Water Level (130.3) AC - Access Point Catch Basin Remark: 16 Total Distance: 130.3 Created with the ID Number: 66 �'# ID Number: 16 tm report generator Back • PIPE LINING 6"- W Diameter (CIPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems gill t,A,..•.r•+x.,w. • Excavation - Sliplining -Grouting 757 aee.gs0 • Ttenchless Repair of Pile Leaks & defects .,iw,� te9tts+tev�il if l���xirr Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Project Information eric winborne Certificate Number U-615-07000604 AVINITY ESTATES Customer ATLAS PO Number 220023 Date MONTAGUE STREET City Manhole Upstream MH 18 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 16 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Pipe Height (Diameter) 15 Width Shape Circular Material Lining Method Pipe Joint Length Total Length Length Surveyed Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Light Cleaning Date Cleaned Weather Dry - No Precipitation Location Code During Survey Additional Info HIGHLINE AT MH 16 Location Details Custom Number of Taps 0 Number of Hoots Num Cracks ! Number of Broken / Fractures 0 Holes / Collapse Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Sheet (Group) Reverse Setup ID Number Imperial Units (US) True Pressure Value Work Order Project 10/16/2020 09:39 SCOTTSVILLE 8 8.6 Downstream Polypropylene 33.6 DVD 10/16/2020 09:39 Local Rural Streets - Light traffic, town and city back streets, estate streets and curbside parking areas 0 I 220023 POST TV AVINITY ESTATES Project: 22vJ23 POST TV AVINITY -,STATES Date: 10/16/2020 9:39:00 AM Pipe Segment Reference: Street: MONTAGUE STREET Upstream MH: 18 Length Surveyed: 33.6 Downstream MH: 16 Pacp Quick Overall Rating: 3100 Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene Street: MONTAGUE STREET (0.0) ACB - Access Point Catch Basin (0.0) MWL - Miscellaneous Water Level (13.4) JSM - Joint Separated Medium (33.6) ACB - Access Point Catch Basin Remark: 16 Total Distance: 33.6 Created with the ID Number: 18 ID Number: 16 report generator Back • PIPL LINING b"-'fib" Diameter (CIPP) • Pipe Cleaning & Video Inspection r • No Dig Point Repair Systems fill SmMAvr.-tS*xep .W�r..VA • xcavolion $liplinina *Grouting �a�,3e-o5 Ttencirless Repair of Pipe Lents & Defects Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/16/2020 09:55 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 16 Rim to Invert (U) 13.7 Grade to Invert (U) Rim to Grade (U) Downstream MH 14 Rim to Invert (D) 10.8 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 158 Length Surveyed 158 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Light Cleaning Date Cleaned 10/16/2020 09:55 Local Rural Streets - Light traffic, town and Weather Dry - No Precipitation Location Code city back streets, estate During Survey streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Cusoom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Sheet (Group) Reverse Setup ID Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Project: 22,J23 POST TV AVINITY ,STATES Date: 10/16/2020 9:55:00 AM Pipe Segment Reference: Street: MONTAGUE STREET Upstream MH: 16 Length Surveyed: 158 Downstream MH: 14 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene Street: MONTAGUE STREET ID Number: 16 (0.0) ACB - Access Point Catch Basin , Remark: 16 (0.0) MWL - Miscellaneous Water Level (158.0) ACB - Access Point Catch Basin Remark: 14 Total Distance: 158 ID Number: 14 Created with the ZIV report generator Back • PIPE LINING r- 96" Diameter (CIPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems • auapsdk�,9DLiaYatian - Sliplinina r grouting -9,1, A**. VA 757.3664505 *Trenchless Repair of Pipe Leaks & Delects wwwd rl�i�t0u�� (fttQ�.tr)ie1 Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Project Information eric winborne Certificate Number U-615-07000604 AVINITY ESTATES Customer ATLAS PO Number 220023 Date MONTAGUE STREET City Manhole Upstream MH 14 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 12 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Pipe Height (Diameter) 15 Width Shape Circular Material Lining Method Pipe Joint Length Total Length 89 Length Surveyed Year Laid Year Renewed Misc Flow Control Not Controlled Media Label Purpose Post Rehabilitation Sewer Category Survey Pre -Cleaning Light Cleaning Date Cleaned Weather Dry - No Precipitation Location Code During Survey Additional Info Location Details Custom Number of Taps 0 Number of Roots Num Cracks / Number of Broken / 0 Fractures Holes / Collapse Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Sheet (Group) Reverse Setup ID Number Imperial Units (US) True Pressure Value Work Order Project 10/16/2020 10:04 SCOTTSVILLE 13.7 12 Downstream Polypropylene 88.4 DVD 10/16/2020 10:04 Local Rural Streets - Light traffic, town and city back streets, estate streets and curbside parking areas 0 x 220023 POST TV AVINITY ESTATES Project: 22, J23 POST TV AVINITY .'STATES Date: 10/16/2020 10:04:00 AM Pipe Segment Reference: Street: MONTAGUE STREET Upstream MH: 14 Length Surveyed: 88.4 Downstream MH: 12 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene Street: MONTAGUE STREET (0.0) ACB - Access Point Catch Basin Remark: 14 (0.0) MWL - Miscellaneous Water Level (88.4) ACB - Access Point Catch Basin Remark: 12 Total Distance: 88.4 ID Number: 14 ID Number: 12 Created with the: �' '' report generator Back PIPE LINING r- %11 Diameter KIPP) * Pipe Cleaning & Video Inspection No 019 Point Repair Systems A[ ®, s��».-t�, . v,► • E�ccavatiQn - Sliplinina 6rouNng 7$7-3e6-9305 *Trenchless Repair of Pipe Leaks R ©elects wwvtitd�totcu�iliftas�+n Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Project Information eric winborne Certificate Number U-615-07000604 AVINITY ESTATES Customer ATLAS PO Number 220023 Date MONTAGUE STREET City Manhole Upstream MH 24 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 14 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Pipe Height (Diameter) 15 Width Shape Circular Material Lining Method Pipe Joint Length Total Length 33 Length Surveyed Year Laid Year Renewed Mlsc Flow Control Not Controlled Media Label Purpose Post Rehabilitation Sewer Category lst Pre-Cleaning Light Cleaning Date Cleaned Weather Dry - No Precipitation Location Code During Survey Additional Info Location Details Custom Number of Taps 0 Number of Roots Num Cracks ! Number of Broken / 0 Fractures Holes 1 Collapse Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Sheet (Group) Reverse Setup,ID Number Imperial Units (US) True Pressure Value Work Order Project 10/16/2020 10:22 SCOTTSVILLE 9.9 13.7 Downstream Polypropylene 32 DVD 10/16/2020 10:22 Local Rural Streets - Light traffic, town and city back streets, estate streets and curbside parking areas C El 220023 POST TV AVINITY ESTATES Project: 21-j23 POST TV AVI ITY ,STATES Date: 10/16/2020 10:22:00 AM Pipe Segment Reference: Street: MONTAGUE STREET Upstream MH: 24 Length Surveyed: 32 Downstream MH: 14 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene Street: MONTAGUE STREET ID Number: 24 (0.0) ACB - Access Point Catch Basin Remark: 24 (0.0) MWL - Miscellaneous Water Level (32.0) ACB - Access Point Catch Basin Remark: 14 Total Distance: 32 ID Number: 14 Created with the twi report generator Back -PIPE LINING 6"- 96" Diameter (CIPP) • Pipe Cleaning & Video Inspection • No Dig Poini bpair Systems . Excaualion - Sliplining - Grouting till M-366 4SQS #Trenchless iltepairof Pipe Leaks & defects ww;K.tasr•irrt•s.�., Report Pipe Manhole Pipe Project Date Location IDNumbers View - 220023 11 Session: POST TV 10/20/2020 10:24 MOFFAT A To B 74.8 311 AVINITY STREET MB ESTATES View - 220023 Session: POST TV 10/20/2020 10:03 MOFFAT 42 To 41 30.6 178 2 AVINITY STREET MB ESTATES View - 220023 Session; POST TV AVINITY 10/20/2020 09:20 BERGEN STREET C To D 114.2 299 MB ESTATES View - 220023 Session: POST TV AVINITY 10/20/2020 08:38 BERGEN STREET 2 To OUTFALL 9'3 87.5 MB 4 ESTATES View - 220023 Session: POST TV AVINITY 10/20/2020 08:22 BERGEN STREET 4 To 2 44.7 108 MB ESTATES View - 220023 Session: POST TV AVINITY 10/20/2b20 08:16 BERGEN STREET 6 To 4 68.1 104 MB 6 ESTATES View - 220023 Session: POST TV AVINITY 10/20/2020 07 45 DEGRAW STREET 8 To 6 37.4 147 MB ESTATES View - 220023 Session: POST TV AVINITY 10/19/2020 17:41 DEGRAW STREET 26 To 6 110 297 MB $ ESTATES View - 220023 Session: POST TV AVINITY 10/19/2020 16:40 DEGRAW STREET 28 To 26 34.4 151 MB 9 ESTATES View - 220023 10/1 �w2020 15:59 BERGEN 30 To 8 32.2 117 Session: POST TV AVINITY STREET MB 10 ESTATES View - 220023 Session: POST TV AVINITY 10/19/2020 15:10 BERGEN STREET 38 To 30 29.1 153 MB 11 ESTATES View - 220023 Session: POST TV AVINITY 10/19/2020 15:40 BERGEN STREET 30B To 30 57.1 128 MB 1 ESTATES View - 220023 Session: POST TV AVINITY 10/19/2020 15:33 BERGEN STREET 32 To 30B 77.3 144 MB 13 ESTATES View - 220023 Session: POST TV AVINITY 10/19/2020 15:24 BERGEN STREET 40 To 32 37.4 149 MB 14 ESTATES View - 220023 Session: POST TV AVINITY 10/19/2020 14:01 BERGEN STREET 34 To 32 121.6 261 MB 15 ESTATES View - 220023 Session: POST TV AVINITY 10/19/2020 13:46 BERGEN STREET 36 To 34 50 185 MB 16 ESTATES View - 220023 Session: POST TV AVINITY 10/19/2020 12:58 DEGRAW STREET 10 To 8 107.3 235 MB 17 ESTATES View - 220023 Session: POST TV AVINITY 10/19/2020 12:49 MONTAGUE STREET 12 To 10 34.3 112 MB 18 ESTATES View - 220023 Session: POST TV AVINITY 10/19/2020 12:31 MONTAGUE STREET 20 To 12 40.2 151 MB ESTATES View - 220023 Session: POST TV AVINITY 10/19/2020 12:09 MONTAGUE STREET 22 To 20 70.1 443 MB 20 ESTATES Total: 1180.1 4.00 GB • PIPS:.iNiNG 6"- 96" Diameter (�IPP) • Pipe Cleaning A Video Inspection % O#P 0 r. No 'Dig Point Repair Systems sill sm"AV*.•dw"O"1ew.VA (,aYatiOn I Sliplining ■ Grovtin,g 7574 �6-g3o5 •Trentbless Repair of Pipe leaks It Defects www.�r"lsfold usift4l�s.tbm Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 10:24 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH A Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH B Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height (Diameter) 6 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 74.8 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned 10/20/2020 10:24 Weather Dry - No Precipitation Location Code During Survey EasementTUght of Way Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom g Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed No Insp Tech Used CCTV Yes Laser No Sidewall No Sonar No Zoom No Other No Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Count Groups Taps 0 Roots 1 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 1 Abandoned Survey 1 Created with the`� report generator Back PIPE LIKING 6"- 96" Diameter (CIPP) • Pipe Cleaning 4 Video Inspection •Ito Dig Point Repair Systems till � ,..-0HMP"%*,VA • Excmyta ien - el: plining - farouting 7s7- 3oo-9s©5 •Trencbless Repair of Pipe leaks 8 Defects +M+�t�s�art���ctias,ca� Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 10:24:00 AM Pipe Segment Reference: Street: MOFFAT STREET Upstream MH: A Length Surveyed: 74.8 Downstream MH: B Run Number: Direction of Survey: Upstream Height (Diameter): 6 Material: Polyvinyl Chloride (0.0) AEP - Access Point End of Pipe Remark: B (0.0) MWL - Miscellaneous Water Level (12.7) MWL - Miscellaneous Water Level (12.7) MWL - Miscellaneous Water Level (14.8) MCU - Miscellaneous Camera Underwater (46.0) RMJ - Roots Medium Joint - Position: 3 (66.7) JSM - Joint Separated Medium Remark: 2.00 (74.8) MSA - Miscellaneous Abandoned Survey Remark: PIECE OF WOOD Total Distance: 74.8 Created with the vrpof ID Number: B (74.8) OBN - Obstruction Construction Debris - Position: 6 /. , ID Number: A ��- report generator Back • PIPE &INING 6"- W Oiumeter (CIPP) • Pipe Cleaning & ii'rdeo Inspection • No Dig Point repair *Systems lQktper ccuIrati%,I, . 10 " 11g .Growling 757-366-9503 •Trencbless Repair of Pipe Leaks & Defects Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 10:03 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 42 Rim to Invert (U) 19.7 Grade to Invert (U) Rim to Grade (U) Downstream MH 41 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length Length Surveyed 30.6 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned 10/20/2020 10:03 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken / Holes / Collapse Obstruction Yes No No No Created with the a report generator Back • PIPE LINING 6"- W Diameter ( IPP) • PipeCleaning A IVirleo, Inspection • No 'Dig Point Repair Systems g►, s m ..• .,v,• Enavolion - Sliplining - Grouting 757-366-9505 +Trenthless Repair of Pipe leaks & Defects +�ww tA3ra:raat�ittirr�.co.o Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 10:03:00 AM Pipe Segment Reference: Street: MOFFAT STREET Upstream MH: 42 Length Surveyed: 30.6 Downstream MH: 41 Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene (0.0) ACB - Access Point Catch Basin Remark: 42 (0.0) MWL - Miscellaneous Water Level (21.0) JSM - Joint Separated Medium Remark: 0.275 (30.6) AEP - Access Point End of Pipe Remark: 41 Total Distance: 30.6 ID Number: 42 ID Number: 41 Created with the �����,~ report generator Back * Wit iANING 6"- W Diameter (CIPP) Pipe Cleaning & Video Inspection • No Dig Point Repair Systems $mkbA**.• b.,vw ; Excavntiwn - tit planina • Grwuting 757-366-9505 *Ttenchless .Repair of Pipe leaks & Defects Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 09:20 Reference Street BERGEN STREET City SCOTTSVILLE Comments Upstream MH C Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH D Rim to Invert (D) 3 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height (Diameter) 18 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 114.2 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned 10/20/2020 09:20 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks 1 Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken I Holes / Collapse Obstruction Yes No No No Created with the ��L��r�_ report generator Back • PIPE LINING V- W Diameter (CIPP) • Pipe Cleaning & Video Inspection \IR 0!*0 • No Dig Point Repair Systems +Exta�rat cn - Sllit " ng - irouting M-366,9503 •Trenthless ttepair of Pipe Leaks & Defects w.w r1S$ *u1,ftf1 s. oen Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 9:20:00 AM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: C Length Surveyed: 114.2 Downstream MH: D Run Number: Direction of Survey: Upstream Height (Diameter): 18 Material: Reinforced Concrete Pipe ID Number: D (0.0) AEP - Access Point End of Pipe Remark: D (0.0) MWL - Miscellaneous Water Level (31.6) MGO - Miscellaneous General Observation Remark: UNKNOWN (94.0) JSM - Joint Separated Medium Remark: 0.275 (114.2) AOC - Access Point Special Chamber Remark: C Total Distance: 114.2 wo, ID Number: C Created with the ".V;y0SM report generator Back & PIPt ,LI ING b"- W Diameter (CIPP) Pipe Cleaning A Video Inspection • No Dig Point Repair Systems z,,. Wft„ v6..*m*P*"*,VA • xcavatian - 59iplining - Grouiing 3� 4 505n •TrenAless Repair of Pipe Leaks & Defects Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 08:38 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 2 Rim to Invert (U) 9 Grade to Invert (U) Rim to Grade (U) Downstream MH OUTFALL Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 24 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length Length Surveyed 9.3 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Heavy Cleaning Date Cleaned 10/20/2020 08:39 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken / Holes / Collapse Obstruction Yes No No No Created with the ��L� �� report generator Back • PIPE LINING V- 9V Diameter (CIPP) • Pipe Cleaning 4 Video Inspection No Dig Point Itepair Systems 4111 Ef1iMA".-Oftegp"Us,VA •.bccUNiion - SliFlininq -Grouting 757 66-9505 *Trrenchless lepoir of Pipe Leaks & Defects www �+i#td9CvQili1i��.tOnt Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 8:38:00 AM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 2 Length Surveyed: 9.3 Downstream MH: OUTFALL Run Number: Direction of Survey: Downstream Height (Diameter): 24 Material: Polypropylene (0.0) AMH - Access Point Manhole Remark: 2 (0.0) MWL - Miscellaneous Water Level (9.3) AEP - Access Point End of Pipe Remark: OUTFALL Total Distance: 9.3 ID Number: 2 ID Number: OUTFALL Created with the POSI - k. report generator Back • PIK LIMING b". W Diameter (CIPP) • Pipe Cleaning $ Video Inspection • No Dig Point Repair Systems 1111 .+{hwaPKl�r.VA • Excavation d sliplining . Grom ing $7 066-9 0 •Trenchless Itepair of Pipe Leaks & Defects Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 08:22 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 4 Rim to Invert (U) 7 Grade to Invert (U) Rim to Grade (U) Downstream MH 2 Rim to Invert (D) 5.5 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 24 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 44 Length Surveyed 44.7 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Heavy Cleaning Date Cleaned 10/20/2020 08:22 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info HIGHLINE AT MH 2 Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken / Holes / Collapse Obstruction Yes No No No Created with the "VP SN' T7" report generator Back - PIPE LINING i"- W Diameter (CIPP) - Pipe Meaning .& Video Inspection - No Dig Point Repair Systems -,..•�.,.a-Excavation - Sliplining - Granting 757-366-9505-fir+enclfess !Repair of Pipe leaks & Defects w+rw cry star„r��ttto#.con, Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 8:22:00 AM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 4 Length Surveyed: 44.7 Downstream MH: 2 Run Number: Direction of Survey: Downstream Height (Diameter): 24 Material: Polypropylene (0.0) AMH - Access Point Manhole Remark: 4 - (0.0) MWL - Miscellaneous Water Level (33.0) JSM - Joint Separated Medium Remark:.375 (44.7) AMH - Access Point Manhole Remark: 2 Total Distance: 44.7 Created with the "VpLo!n ID Number: 4 ID Number: 2 rreport generator Back * PIFr, 0 KING 6%9V Diameter (CIPP) • Pipe Cleaning &'Wideo Inspection No Dig Point Repair Systems `Slat SffftAV*.-*KM*+•W VA *Excavation ! $,iplining -' AriaUtialg 7$7-3 t6-95a5 *Trenchless lRepalf of Pipe leaks & Defects .rww?nistataur3uti4s.Rom Project Information Surveyor Name eric,winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 08:16 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 6 Rim to Invert (U) 14.5 Grade to Invert (U) Rim to Grade (U) Downstream MH 4 Rim to Invert (D) 7 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 24 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 71 Length Surveyed 68.1 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Heavy Cleaning Date Cleaned 10/20/2020 08:17 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken / Holes / Collapse Obstruction Yes No No No 10 1 Created with the r report generator Back * PIPE :LINING f"- 9V Diameter ([IPP) • Pipe Cleaning & Hide© Inspection • No Dig Point Repair Systems »•. ' ExcaYalion - Sfiplining - �r�autinIJ 757-366,9305 •Trenchless Repair of Pipe Leaks & Defects WWW.f4Stoftv#i11fifrf40M Project: 220023 POST TV AVIDITY ESTATES Date: 10/20/2020 8:16:00 AM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 6 Length Surveyed: 68.1 Downstream MH: 4 Run Number: Direction of Survey: Downstream Height (Diameter): 24 Material: Polypropylene (0) ID Number: 6 (0.0) ACB - Access Point Catch Basin Remark: 6 (0.0) MWL - Miscellaneous Water Level (68.1) AMH - Access Point Manhole Remark: 4 Total Distance: 68.1 ID Number: 4 Created with thereport generator Back - Pft DINING +6u- W Diameter (CIPP) WIP• Pipe Cleaning Video Inspedion - • No :Gig Point Repair Systems star a�w. xkv.-*A""O, vas OI:aYatlWit - SllplininN - Grouteng *Trentbless Repair of Pipe leaks 8 Defeds wwwfrsttttitd+rlilCf r9f Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Reference Date 10/20/2020 07:45 Street DEGRAW STREET City SCOTTSVILLE Comments Manhole Upstream MH 8 Rim to Invert (U) 11.7 Grade to Invert (U) Rim to Grade (U) Downstream MH 6 Rim to Invert (D) 14.5 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 24 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 34 Length Surveyed 37.4 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Heavy Cleaning Date Cleaned 10/20/2020 07:45 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks I Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken / Holes / Collapse Obstruction Yes No No No lot Created with the ��� ��� report generator Back' • PIPE UING V- 9V Diameter ((I PP) •Pipe CleaningVireo Inspection No Diq Paint hpairSysterns it 0!*— 9)) SWMV� 'Excavation - Sliplining - Grouting 757-366-9505 *Ttenchless itepair of Pipe Leaks & Defects www.tdooloufiR, is s.4ora Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 7:45:00 AM Pipe Segment Reference: Street: DEGRAW STREET Upstream MH: 8 Length Surveyed: 37.4 Downstream MH: 6 Run Number: Direction of Survey: Downstream Height (Diameter): 24 Material: Polypropylene ID Number: 8 (0.0) ACB - Access Point Catch Basin Remark: 8 (0.0) MWL - Miscellaneous Water Level (37.4) ACB - Access Point Catch Basin Remark: 6 Total Distance: 37.4 ID Number: 6 Created with the ;2 S k report generator Back PIPt LINING b" W Diameter (CIPPj • Pipe +Cleaning & Video Inspection • No Dig Point Repair Systems 12M SffMArr.-*Wfi""%*, VA 0 Excavation , Sliplining - Groviing 757-366-9305 +Trentbless Repair of Pipe Leeks & Defects ww.weNa�oaea�+lttfas.�� Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 17:41 Reference Street DEGRAW STREET City SCOTTSVILLE Comments Manhole Upstream MH 26 Rim to Invert (U) 8.3 Grade to Invert (U) Rim to Grade (U) Downstream MH 6 Rim to Invert (D) 14.5 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 109 Length Surveyed 110 Year Constructed Year Renewed IT, MN Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Heavy Cleaning Date Cleaned 10/19/2020 17:42 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken / Holes I Collapse Obstruction Yes No No No if Created with thereport generator Back ' PIPE ;LIKING V- 9V Diameter (t iPP) • Pipe Cleaning 81i'ideo Inspection • No Dig Point Repair Systems IWI od. 1)9itt saMAft.•*ft"0*w.ve • ucavaliait - Sllplininy -Grouting 757,366,9505 +Trencbless Repair of Pipe Leaks 8 Defects wwV�rtnlittatsuliCiti�a,>.tam Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 5:41:00 PM Pipe Segment Reference: Street: DEGRAW STREET Upstream MH: 26 Length Surveyed: 110 Downstream MH: 6 Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene ID Number: 26 (0.0) ACB - Access Point Catch Basin Remark: 26 (0.0) MWL - Miscellaneous Water Level - (5.5) VZ - Vermin Other Remark: SNAKE (10.6) JSM - Joint Separated Medium Remark: 1.00 (20.5) MWL - Miscellaneous Water Level (89.1) JSM - Joint Separated Medium Remark: 0.875 (110.0) ACB - Access Point Catch Basin Remark: 6 Total Distance: 110 ID Number: 6 Back Created with the 1i� '� reportgenerator •PIPE &MING b" fib" Diameter (CIPP) wo►Pipe Cleaning $ Video Inspection No :Dig Point Repair Systems 2,ai .. ,�� • Erua�ratiern - Sliplinina -Grouting 757-366-9503 •Trenchless Repair of Pipe leaks & Defects Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Project Information eric winborne Certificate Number U-615-07000604 AVINITY ESTATES Customer ATLAS PO Number 220023 Date DEGRAW STREET City Manhole Upstream MH 28 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 26 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Pipe Height (Diameter) 15 Width Shape Circular Material Lining Method Pipe Joint Length Total Length 36 Length Surveyed Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned Weather Dry - No Precipitation Location Code During Survey Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 10/19/2020 16:40 SCOTTSVILLE 7.7 8.3 Downstream Polypropylene 34.4 DVD 10/19/2020 16:41 Local Rural Streets - Light traffic, town and city back streets, estate streets and curbside parking areas 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits 0 Abandoned Survey I Count Groups Roots Broken / Holes / Collapse Obstruction No No No No it Created with the report generator Back • PIPE LINING 6% W Diameter (CIPP) • Pipe Cleaning 4 Video Inspection • No Dig Paint Itepoi r Systems Alk!*)v r—atillfoOftAvr.+�r,.VA 0 rntiolian - Sliplining • GraV "S 7$7=366-950$ +Trencbless Itepoir of Pipe Leaks & Defects Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 4:40:00 PM Pipe Segment Reference: Street: DEGRAW STREET Upstream MH: 28 Length Surveyed: 34.4 Downstream MH: 26 Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene (0.0) ACB - Access Point Catch Basin Remark: 28 (0.0) MWL - Miscellaneous Water Level (6.0) JSM - Joint Separated Medium Remark: 0.875 (34.4) MSA - Miscellaneous Abandoned Survey Remark: T000 MUCH GRAVEL Total Distance: 34.4 ID Number: 28 ID Number: 26 Created with the V�C)�Mt� report generator Back PIPE tINII+l6 6" 94" Diameter ((I PP) 1A[tb1))J • Pipe Cleaning & Video Inspection No Dig Point bpair Systems siati a „w..-tfi.aoa«x.,;aw Excavation " 5lipli"ing * eow "N 757=3664305 •Trenchless lRepair of Pipe Leaks & Defects www erlattp�aulilltl�r3,�4m Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 15:59 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 30 Rim to Invert (U) 9.5 Grade to Invert (U) Rim to Grade (U) Downstream MH 8 Rim to Invert (D) 11.7 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 18 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 33 Length Surveyed 32.2 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned 10/19/2020 15:59 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken / Holes / Collapse Obstruction Yes No No No III Created with the report generator Back • PIPE LINING = W Diameter,(CIPP) • Pipe Cleaning 9 Vtdeo Inspection • No Dig Pairst ltepai r Systems tilt somIlrir., .ap�i�t �,� ' I<X{UTU WIN 9 S iplining . ti!r%ouleng 757=3664505 +irenceiess ftepair of Pipe Lealts 8 Defeds; www.t<ifd+�3lPti�#,�nt Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:59:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 30 Length Surveyed: 32.2 Downstream MH: 8 Run Number: Direction of Survey: Downstream Height (Diameter): 18 Material: Polypropylene f-- ID Number: 30 (0.0) ACB - Access Point Catch Basin Remark: 30 (0.0) MWL - Miscellaneous Water Level (32.2) ACB - Access Point Catch Basin Remark: 8 Total Distance: 32.2 (01) ID Number: 8 Created with the ` ;3USM report generator Back PiPt &WING 6 W Diameter KIPP) • Pipe Cleaning & 1fideo Inspection % 0#1P • No :Dig Point Repo! r Systems 91at .• .Y,► ' bccgMafion Sliplinins -Growling 757-366.9505 •Trenchless Repair of Pipe Leaks & Detects +anawri:tart�,r��ct��:gin Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 15:10 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 38 Rim to Invert (U) 5.2 Grade to Invert (U) Rim to Grade (U) Downstream MH 30 Rim to Invert (D) 6.8 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 29 Length Surveyed 29.1 Year Constructed Year Renewed M Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned 10/19/2020 15:10 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info HIGHLINE AT CB 30 Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks ! Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken ! Holes ! Collapse Obstruction Yes No No No if Created with the pwosm tvi report generator Back PIPE ALINING 6"- W Diametez (CIPP) • Pipe Cleaning 4 Video Inspection • No Dig Point Repair Systems % 0#1Y 9111 SAMAft.*4"O.e}NOU VA ' I:xcawation = Sliit " us. - G1VU HU 757,366z3950$ earrt 91renchless Repair of Pipe Leaks 8 Defects w9vwortA�tpte.�i[tio.�. Project: 220023 POST TV AVINITY ESTATES Date: 10/1912020 3:10:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 38 Length Surveyed: 29.1 Downstream MH: 30 Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene ID Number: 38 (0.0) ACB - Access Point Catch Basin Remark: 38 (0.0) MWL - Miscellaneous Water Level (8.7) JSM - Joint Separated Medium Remark: 0.875 (29.1) ACB - Access Point Catch Basin Remark: 30 Total Distance: 29.1 MCI ID Number: 30 Created with the ar;3USW * report generator Back Pler LINING 69- 9V Diameter (CIPP) • Pipe Cleaning & Video Inspedion -No Dig Point Repair Systems MI �►+�...,�.�»� w* ' Excavation . 5liplining s Grouting 737-3ee-9505 •Tienchless Repair of Pipe teaks & aefeetts +�w.taistat�u�tlGti�e��n Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 15:40 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 30B Rim to Invert (U) 7 Grade to Invert (U) Rim to Grade (U) Downstream MH 30 Rim to Invert (D) 6.2 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 18 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 59 Length Surveyed 57.1 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned 10/19/2020 15:41 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info HIGHLINE AT CB 30 Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Ins'- ection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken / Holes / Collapse Obstruction Yes No No No Created with the -Wp s u-* report generator Back • PIPE UNIND 6"- W Diameter (CIPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems a1A, ,� •�. . , YA 'Exca�ralian - Sliplining - emuting 757-3664503 oRenchless Repair of Pipe Leaks & Defects ww�v.f rSsripfie+dilt4iag,�m Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:40:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 30B Length Surveyed: 57.1 Downstream MH: 30 Run Number: Direction of Survey: Downstream Height (Diameter): 13 Material: Polypropylene (0.0) ACB - Access Point Catch Basin (0.0) MWL - Miscellaneous Water Level (36.7) JSM - Joint Separated Medium Remark: 0.075 (57.1) ACB - Access Point Catch Basin Remark: 30 Total Distance: 57.1 Created with the-V;3LJ= ID Number: 30B ID Number: 30 report generator • PIPE LINING 60. 9r Diameter ({IPP) • Pipe {leaning 8 Video Inspection • No :Dig Point Repair Systems VA ' EJccaMal'ron 59ipliniHa -Grouting 7$7-066=9505 •Tremhless Repair of Pipe leaks 8 Defects www e►iat�+�,nirti�s.oam Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 15:33 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 32 Rim to Invert (U) 7 Grade to Invert (U) Rim to Grade (U) Downstream MH 30B Rim to Invert (D) 7 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 75 Length Surveyed 77.3 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned 10/19/2020 15:33 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed i nsp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken / Holes / Collapse Obstruction Yes No No No it Created with thereport generator Back • PIPE UNINiG 6"- W Diameter (CIPP) . Pipe Cleaning & Video Inspection • No Dig Paint Repair Systems % ONOO : *1311 a AVft» �.�@..n.. VA * Exsaaraiiwig - S iplining - Gtoui'sHU 757-366-9305 •Tfenthless Repair of Pipe Leaks & Defects Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:33:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 32 Length Surveyed: 77.3 Downstream MH: 30B Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene (0.0) ACB - Access Point Catch Basin Remark: 32 (0.0) MWL - Miscellaneous Water Level ••• (77.3) AMH - Access Point Manhole Remark: 30B Total Distance: 77.3 ID Number: 32 ID Number: 30B -V'.- Created with the ;YOSNi ! report generator Back QI)• Pkrg LINING 6"- fib" Diameter (CIPP) • Pipe Meaning & Video Inspection --No Dig Point Repair Systems ,2111SMrgft•Excavation Sliplining*Grouting 757466-9503 •Trentbless Repair of Pipe Leaks 11 Defects wwwitdsf*k-A11fIts .com Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 15:24 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 40 Rim to Invert (U) 8.4 Grade to Invert (U) Rim to Grade (U) Downstream MH 32 Rim to Invert (D) 7 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 39 Length Surveyed 37.4 Year Constructed Year Renewed 1�TfM+' Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned 10/19/2020 15:24 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken I Holes / Collapse Obstruction Yes No No No Created with the'WPOSIV ,W report generator Back • PIPI LIMING 4r- W Diameter (CIPP) • Pipe Cleaning ,& Video Inspection No Dig Point Repair Systems 4% Od 9t.15n"AN*..�.VA jo. Ex[aYation I Sliplsniny * rowting 757,366-9305 *Tfembless Repair of Pipe leaks 9 Deleds ,rww.frg#+�t�+�ietttrys�9m Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:24:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 40 Length Surveyed: 37.4 Downstream MH: 32 Run Number: Direction of Survey: Upstream Height (Diameter): 15 Material: Polypropylene (0.0) ACB - Access Point Catch Basin Remark: 32 (0.0) MWL - Miscellaneous Water Level (37.4) ACB - Access Point Catch Basin Remark: 40 Total Distance: 37.4 ID Number: 32 ID Number: 40 Created with the � 5 . report generator Back • Pir t LINING d"- W Diameter (fIPP) s • Pipe Cleaning & Video Inspection • No !Dig Point Repair Systems sfaa g naw cx..ap..a.,,vr ' Excavation . Sfiplining - Grouting 757-366-9505 •Trenclrless Repair of Pipe Leaks 8 Defects , Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 14:01 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 34 Rim to Invert (U) 8 Grade to Invert (U) Rim to Grade (U) Downstream MH 32 Rim to Invert (D) 7 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 122 Length Surveyed 121.6 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned 10/19/2020 14:01 Local Rural Streets - Weather Dry - No Precipitation Location Code Light traffic, town and city back streets, estate During Survey streets and curbside parking areas Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken / Holes / Collapse Obstruction Yes No No No it Created with the �� �W -' report generator Back • PIPE UNIND r- W Diameter KIPP) • Pipe Cleaning & Video Inspection • No Dig Poini Repair Systems Excavalion - Sliplining . Grouting 757466-9305 •Trentbless Repair of Pipe Leaks & Defects Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 2:01:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 34 Length Surveyed: 121.6 Downstream MH: 32 Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene (0.0) ACB - Access Point Catch Basin Remark: 34 (0.0) MWL - Miscellaneous Water Level (21.4) JSL - Joint Separated Large Remark: 2.275 (121.6) ACB - Access Point Catch Basin Remark: 32 Total Distance: 121.6 ID Number: 34 ID Number: 32 " report generator Back Created with the F-O&J= , • PIPr. LINING V-W Diameter (CIPP) • Pipe Cleaning & Video Inspection • No .Dig Point Repair Systems $tlai SOMAMe.-Omm At va * Excavation - 5liplining - Grouting 757-366-9505 91rentbless Repair of Pipe Leaks & Defects w,vw.tifrourros.��n Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 13:46 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 36 Rim to Invert (U) 6.7 Grade to Invert (U) Rim to Grade (U) Downstream MH 34 Rim to Invert (D) 8 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 50 Length Surveyed 50 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned 10/19/2020 13:47 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken / Holes / Collapse Obstruction Yes No No No if Created with the �5 «. �` report generator Back - PIPE LINING +60- W Diameter (CIPP) +Pipe Cleaning 8 Vide Inspection - No Big Point Repair Systems till wJihAw► �, �� - Excavation - sliplining - Grouting 7$7-366-9305-Trenchless Repair of Pipe leaks & Defects Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 1:46:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 36 Length Surveyed: 50 Downstream MH: 34 Run Number: Direction of Survey: Upstream Height (Diameter): 15 Material: Polypropylene (0.0) ACB - Access Point Catch Basin Remark: 34 (0.0) MWL - Miscellaneous Water Level (20.1) JSM - Joint Separated Medium Remark: 0.075 (39.9) JSM - Joint Separated Medium Remark: 1.175 (50.0) ACB - Access Point Catch Basin Remark: 36 Total Distance: 50 Created with the ;aa3ri ID Number: 34 ID Number: 36 report generator Back • PIPt LINING V- W Diameter (CIPP) • Pipe Meaning &Video Inspection • No Dig Point Repair Systems IWI 0�00 till $ lM Avi6- 'Ma 1PMW, YR • C1Li0Yatit�n - siiplining - 6rvu�li anu ww7 .7-366-9505�oan •Trenthiess Repair of Pipe Leaks $ Defects Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Project Information eric winborne Certificate Number U-615-07000604 AVINITY ESTATES Customer ATLAS PO Number 220023 Date DEGRAW STREET City Manhole Upstream MH 10 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 8 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Pipe Height (Diameter) 24 Width Shape Circular Material Lining Method Pipe Joint Length Total Length 106 Length Surveyed Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned Weather Dry - No Precipitation Location Code During Survey Additional Info Custom 1 Custom 3 Custom 5 Custom 7 Custom 9 Reverse Setup ID Imperial Units (US) True Work Order Location Details Custom Custom 2 Custom 4 Custom 6 Custom 8 Custom 10 Project Sheet (Group) Number Pressure Value Project 10/19/2020 12:58 SCOTTSVILLE 11 11.7 Downstream Polypropylene 107.3 DVD 10/19/2020 12:58 Local Rural Streets - Light traffic, town and city back streets, estate streets and curbside parking areas 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits 0 Abandoned Survey 0 Count Groups Roots Broken / Holes / Collapse Obstruction Yes No No No Created with the Vpasr 'Y 77-'` report generator Back • PIPE 11NIN6 4r- 9V Diameter (CIPP) • Pipe Cleaning & Video Inspection ` • No Dig Point Repai r Systems atai ,in+ww xcn.aa«.x.,a 0 Excavation - Sliplining ■ Grouting 7s7-36+6-9505 •Trenchless Repair of Pipe Leaps & Defects wwmtrisft+A�uiilltics.com Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 12:58:00 PM Pipe Segment Reference: Street: DEGRAW STREET Upstream MH: 10 Length Surveyed: 107.3 Downstream MH: 8 Run Number: Direction of Survey: Downstream Height (Diameter): 24 Imaterial. Polypropylene (0.0) ACB - Access Point Catch Basin Remark: 10 (0.0) MWL - Miscellaneous Water Level (8.4) JSM - Joint Separated Medium Remark: 1.00 (107.3) ACB - Access Point Catch Basin Remark: 8 Total Distance: 107.3 ID Number: 10 ID Number: 8 Created with the 01;3msr"� rk z report generator Back ' PIPt cINING 6"- W Diameter (CIPP) • Pipe Cleaning # Video Inspection ' No Dig Paint Repair Systems fill sft",m'.-c @"*,vw *Excavation - Sliplining - Grovling 757-3".950S Trenchless Repair of Pipe Leaks & defects Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 12:49 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 12 Rim to Invert (U) 12 Grade to Invert (U) Rim to Grade (U) Downstream MH 10 Rim to Invert (D) 11 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height (Diameter) 18 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 34 Length Surveyed 34.3 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned 10/19/2020 12:49 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks l Fractures 0 Deposits 0 Abandoned Survey 0 Count Croups Roots Broken I Holes 1 Collapse Obstruction Yes No No No if Created with the !V;XD� C� report generator Back • PIPE LINING b"- W Diameter (CIPP) #010 • Pipe Cleaning & Video Inspection • No Dig Polm Repair Systems 'kill SffiM&V*.-C%*S6P"k*, VA • CXta�Yati8lt - SllIt " 11g *' rt91ltill3 757-366-9305 •Trencltless Repair of Pipe Leaks & defects w�iw.tnl3tpt�dlitie,:corn Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 12:49:00 PM Pipe Segment Reference: Street: MONTAGUE STREET Upstream MH: 12 Length Surveyed: 34.3 Downstream MH: 10 Run Number: Direction of Survey: Upstream Height (Diameter): 18 Material: Polypropylene ID Number: 10 (0.0) ACB - Access Point Catch Basin Remark: 10 (0.0) MWL - Miscellaneous Water Level (34.3) ACB - Access Point Catch Basin Remark: 12 Total Distance: 34.3 Ir&l ID Number: 12 Created with the�� `_ report generator Back • PIPt LIMING 6"- W Diameter KIPP) • Pipe Cleaning -& Video Inspection • No Dig Point Itepair Systems Jiii Srei;MlNr+r.•thaaoa.rA,,vi1 • Excavation - Sliplining - Grouting 757-366-9305 •Trenchless Repair of Pipe leaks & defects Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 12:31 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 20 Rim to Invert (U) 9.5 Grade to Invert (U) Rim to Grade (U) Downstream MH 12 Rim to Invert (D) 12 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 40 Length Surveyed 40.2 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned 10/19/2020 12:31 Local Rural Streets - Weather Dry - No Precipitation Location Code Light traffic, town and city back streets, estate During Survey streets and curbside parking areas Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 P roject Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits I Abandoned Survey 0 Count Groups Roots Broken / Holes I Collapse Obstruction Yes No No No if Created with the ;:,L�sry � w report generator Back • PIPE LINING C- W Diameter (CIPP) +Pipe Cleaning & Video Inspection 43#P • No :Dig Poini Repair Systems list i,Aw •r .xs;va • Excavation - Sliplining - Orouting 757-366-9303 •Ttenchless Repair of Pipe leaks & Defects M i ww.t dt%to%A g f It! a mo m Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 12:31:00 PM Pipe Segment Reference: Street: MONTAGUE STREET Upstream MH: 20 Length Surveyed: 40.2 Downstream MH: 12 Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene (0.0) ACB - Access Point Catch Basin (0.0) MWL - Miscellaneous Water Level (0.0) DAZ - Deposits Attached Other - Position: 5 To 7 Remark: CONCRETE (40.2) ACB - Access Point Catch Basin Remark: 12 Total Distance: 40.2 ID Number: 20 ID Number: 12 Created with the 01 770SIV � report generator Back * PIPt LINING b"- W Diameter (CIPP) • Pipe Cleaning & Video Inspection • No .Dig Point Repair Systems 4% 0�0 9171 AMNIhAKi.` rA • IJ(iUTIASl®n - Siiplin9n,g - C71,0uting 757-366-9503 •trendless Repair of Pipe leaks & Delects wfvnrtr�itbbkW iif�t (�3.�OrI� Project Information Surveyor Name eric winbome Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 12:09 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 22 Rim to Invert (U) 6.5 Grade to Invert (U) Rim to Grade (U) Downstream MH 20 Rim to Invert (D) 9.5 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 71 Length Surveyed 70.1 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre -Cleaning Light Cleaning Date Cleaned 10/19/2020 12:09 Local Rural Streets - Dry - No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Insp Tech Used CCTV Yes Laser Sidewall No Sonar Zoom No Other Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Cracks / Fractures 0 Deposits I Abandoned Survey 0 Count Groups Roots Broken / Holes / Collapse Obstruction Yes No No No Created with the u- " report generator Back • PIPE LIKING V- 9V Diameter (4CIPP) PipeCleaning.& Video Inspection )))j No Dig Point Repair Systems �ri • xcaYation - Sliplaning • iGsw ufing 757.366-9305 •Tien,cbleesss Repair of Pipe Leaks 9 Defeats www.rristatcro�IftP��,xo+n Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 12:09:00 PM Pipe Segment Reference: Street: MONTAGUE STREET Upstream MH: 22 Length Surveyed: 70.1 Downstream MH: 20 Run Number: Direction of Survey: Upstream Height (Diameter): 15 Material: Polypropylene (0.0) ACB - Access Point Catch Basin Remark: 20 (0.0) MWL - Miscellaneous Water Level (1.0) DAZ - Deposits Attached Other - Position: 5 To 7 Remark: CONCRETE (39.6) JSM - Joint Separated Medium Remark: 1.12 (59.3) JSM - Joint Separated Medium Remark: 1.00 (70.1) ACB - Access Point Catch Basin Remark: 22 Total Distance: 70.1 Created with the 19poczf ID Number: 20 ID Number: 22 rlu: report generator Back