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HomeMy WebLinkAboutWPO201800080 Plan - VSMP WPO VSMP 2020-02-03GENERAL Sam OWNERS: TMP 04600-00-00-01800 (PORTION OF) TMP o4600-00-0o-o19A2 HAUGH, CHARLES R & E J OGLESBY JR CROCKETT CORPORATION 435 PARK ST 435 PARK STREET CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING Zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-00-00-01800 (PORTION OF) 046-0o-oo-oi9A2 D.B.731, PG. 6go D.B. 5150, PG. 40 13.95 ACRES (7.404 ACRES) 18.35 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA201800011 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17,zo19) - THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA201500007ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FH-FLOOD HAZARD OVERLAY ZONING DISTRICT NOTE: A SPECIAL USE PERMIT APPLICATION (SP2015-00025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER g, 2016 BY THE BOS WITH CONDITIONS. TOTAL PROJECT AREA: BLOCK 8 - 25.757 AC (CODE OF DEVELOPMENT PARCEL AREA = 25.8 ACRES) BLOCK 8A - 7.739 AC (SENIOR LIVING FACILITY CURRENTLY UNDER REVIEW WITH SDP2o1g-00026) BLOCK 8B-18.018 AC (PROPOSED WITH THIS RESIDENTIAL PROJECT) NOTE: 1. 2.218 ACRES OF THE BLOCK 8 DEVELOPMENT AREA TO BE DEDICATED FOR STELLA LANE R/W DEDICATED a. 0.15o AND 0.557 ACRES OF THE BLOCK 8B DEVELOPMENT AREA TO BE E CATED FOR POLO GROUNDS ROAD R 1W. PROPOSED USE: 110 MULTI -FAMILY RESIDENTIAL UNITS (ONE AND TWO BEDROOM UNITS) BLOCK CLASSIFICATION: BLOCK 8: NEIGHBORHOOD DENSITY RESIDENTIAL ALLOWABLE DENSITY: 51 UNITS (MINIMUM) To 254 UNITS (MAXIMUM) - 2 DUA TO 6 DUA FOR THE PARCEL BASED ON 25.8 ACRES PROPOSED DENSITY: no RESIDENTIAL MULTI FAMILY UNITS (BLOCK 8B) 87 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 8A - SENIOR LIVING FACILITY) DENSITY =197 UNITS 125.757 ACRES = 7.65 DUA NOTE: A VARIATION HAS BEEN SUBMITTED TO TRANSITION DEVELOPMENT UNITS FROM BLOCK 4 TO ACCOMMODATE THE ADDITIONAL RESIDENTIAL UNITS WITHIN BLOCK 8 ASSOCIATED WITH THE SENIOR LIVING FACILITY. THE ASSISTED LIVING FACILITY UNITS SHALL NOT COUNT AGAINST THE MINIMUM OR MAXIMUM DWELLING UNITS IN THIS BLOCK_ REQUIRED OPEN SPACE (BLOCK 8): CIVIC/PARKS = a AC GREENWAY = 5.1 AC OPEN SPACE = 3.8 AC BUFFER = 4.a AC TOTAL =13.1 AC OPEN SPACED PROVIDED (BLOCK 813): CIVIC AREA: o.00 AC OPEN SPACE: 4.557AC BUFFER AREAS (ROUTE 29, POLO GROUNDS ROAD & BROOKHILL MANOR HOUSE): BLOCK 8A: 0>953 ACRES BLOCK 8B: 2.869 ACRES GREENWAY: 4.838 AC TOTAL GREENSPACE PROVIDED: 15.127 AC NOTE:1. ALL OPEN SPACE WITHIN THIS BLOCK SHALL BE OWNED AND MAINTAINED BY THE HOA, WITH EXCEPTION TO THE PROPOSED GREENWAY, WHICH WILL BE DEDICATED TO ALBEMARLE COUNTY. 2. ADDITIONAL OPEN SPACE MAY BE PROVIDED WITHIN BLOCK 8A. BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (So' MAXIMUM HEIGHT) SETBACKS: FRONT: B' MINIMUM AND 25' MAXIMUM PORCHES: 5' MINIMUM AND 25' MAXIMUM SIDE: 5' MINIMUM AND NO MAXIMUM SIDE (CORNER LOT): 5' MINIMUM AND NO MAXIMUM GARAGE SETBACK: SCENARIO 2 FROM THE COD - PARKING SPACES SHALL BE A MIN. OF 18' FROM THE TRAVELWAY (SEE DETAIL ON SHEET 6) REAR: 10' MINIMUM AND NO MAXIMUM BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT=10,00o SF (PROPOSED MAX. BUILDING FOOTPRINT IN BLOCK 8B=9,76o SF) LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE SUBDIVISION STREETS: CURB & GUTTER WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015. FIELD VERIFIED BY COLLINS ENGINEERING, MAY 2018. DATUM: NAVD 1988 EXISTING VEGETATION: MOSTLY WOODED. STELLA LANE AND THE (2) SWM FACILITIES HAVE BEEN CLEARED & ARE CURRENTLY UNDER CONSTRUCTION. LIGHTING: LIGHTING - ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. ADDITION OF FUTURE LIGHTS BEYOND PORCH LIGHTS WILL REQUIRE SITE PLAN AMENDMENT TO COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: BLOCK 8 SHALL BE DEVELOPED IN TWO (2) PHASES (PHASE BAAND PHASE 8B) RECREATION: A COURTYARD IS PROPOSED WITH THIS PLAN. IT WILL HAVE A OPEN GRASS FIELD FOR RECREATION. OTHER RECREATIONAL AREAS INCLUDE THE PROPOSED GREENWAY SYSTEM AND OVERALL CIVIC SPACES WITHIN THE BROOKHILL DEVELOPMENT. PARKING: (2) PARKING SPACES PROVIDED PER MULTI -FAMILY DWELLING UNIT - (i) GARAGE & (1) DRIVEWAY PARKING SPACE PER UNIT: 110 GARAGE SPACES & 110 DRIVEWAY SPACES TOTAL + GUEST PARKING: ONE (1) PARKING SPACE PER EVERY 4 UNITS REQUIRED: 110 UNITS 14 = 28 GUEST PARKING SPACES + 220 PARKING SPACES = 248 TOTAL PARKING SPACES PROVIDED: 42 PARKING SPACES + 110 GARAGE SPACES + i10 DRIVEWAY SPACES = 262 TOTAL PARKING SPACES BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITION! PLAN SHEET AND GRADING & DRAINAGE SHEETS. FLOODPLAIN: THERE IS A too-YR FLOODPLAIN LOCATED IN THE BROOKHILL DEVELOPMENT PER FEMA MAP ID 51003CO28oD, DATED FEBRUARY a, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS IN THE BROOKHILL DEVELOPMENT FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. THE APPROVED FDP PERMIT # IS 2o16oOo04. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING & DRAINAGE SHEETS. NO RETAINING WALLS ARE OVER 60o LINEAR FEET IN LENGTH. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD TRAVELWAYS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. TRASH: EACH BUILDING UNIT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. TRASH CONTAINER TO BE STORED WITHIN GARAGE. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER LAND AREAS (BLOCK 813): OPEN SPACE:12.a64 AC (68.o6%) BLOCK 8B DEVELOPMENT LOT: 5.754 AC (31.94°A) IMPERVIOUS AREAS (BLOCK 8B ONLY): TRAVELWAYS:1.33 AC SIDEWALKS: 0.28 AC BUILDINGS/DRIVEWAYS:1.94 AC TOTAL: 3.55 AC AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS, SEE SHEET 2. TOTAL PROPOSED UNITS: no UNITS (15% OF TOTAL UNITS FOR AFFORDABLE UNITS) TOTAL PROPOSED AFFORDABLE UNITS: 17 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS FOR 17 UNITS NOTE: AFFORDABLE UNITS TO BE NOTED WITH THE BUILDING PERMIT OR CASH IN -LIEN PAYMENT OPTION MAY BE IMPLEMENTEC AT THAT TI M E. NOTES: 1. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. FOR MORE DETAIL ON THE PR OPOSED SECTIONS. PRIVATE TRAVELWAYS . SEE NOTES &DETAILS R 2. RO ADWAYS SHALL BE R 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 5. THIS PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET. BOTH THE SUNNY DAY AND PMP DAM BREACH INUNDATION ZONES HAVE BEEN SHOWN ON THE EXISTING CONDITIONS PLAN FOR THE SOUTH RIVANNA DAM. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. 6. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODE 230 WAS USED FOR THE DEVELOPMENT PROPOSED 110 DWELLING UNITS ADT RATE - 5.86 VPD PER DU = 645 ADT (322.5 ENTER1322.5 EXIT) AM PEAK RATE - 0.44 VPD PER DU = 48 VPD (8 ENTER/4o EXIT) PM PEAK RATE - 0.s2 VPD PER DU = 97 VPD (-48 ENTER/1q EXIT) BROOKHILL BLOCK 8B VSMP PLAN (WPO 201800080) RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA E45 TING PUBLIC ROAD fil' PUBLIC p1W 't L� I•r BLOCK - LU f --- f . a. BLOCK 8A' g I APPROVED ROADWAY UNDER REVIEW SUB 202700217 2 BLOCK 813 �) I r - 1 GREENWAY AREA TO BE ! (PLATTED WITH BLOCK 8B { f j DEVELOPMENT t � LIM O O O O O O 0 ® o 0 0 ,o o � 0 { ® 0 1 O 0 A I 0 O 0 I) ® f 0 0 0 0 i o a `® < OPEN S 20' WIDE BROOKHI HISTORIC HOUSE i [ ---f�- -^4 ^--- 1 i' b,.k- 1 / / J• / t / O®000®a0 `/rPROPOSED ROADWAY .-_�`-'I UNDER REVIEW M SUB201800115 {._ LpCATION OF HISTORIC MARKER I #� FOR THE BROOKHILL PROPERTY r )� � I t 4 i � t r a* t t t t t t LLB [ [s BUFFER C{ { t �f- f 1 4 r { t [t r-Y. 3, V::: OPEN SPACE n x. \ \ GROUNDS ROAD BUFFER i 643 VI 9 r^ r•' F;.4d�i31 s' t E I _goo a . r.._.Qo 00 t,. 0 0 g ® 0 '` s o�60 ��d•'� Rt � o ®0 0 0 ®® - - ..,."� _,,_ �,._�..,} g ...� .yy. ,fr.,f_Y_.,�.-.,�-..r""Y• "'� goo ®®0 a ® {_,�_��,... � t r -,. ,€ • , - y_'r .f ; - Y r Y r r f { CINITY MAP: Rip 61 poCO CROUNOS RO,�© SCALE 1� = 2000' Sheet List Table Shut Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 EROSION & SEDIMENT CONTROL PLAN NOTES, NARRATIVE & DETAILS 4. PHASE I EROSION & SEDIMENT CONTROL PLAN 4A PHASE II EROSION & SEDIMENT CONTROL PLAN S PHASE III EROSION & SEDIMENT CONTROL PLAN 6 STORMWATER MANAGEMENT PLAN 7 WET POND DETAILS 8 UNDERGROUND DETENTION DETAILS g SWM WATER QUALITY TABLE 10 TOTAL SHEETS ERJS101V CONTRQL HANDBOOK SSP� & SEDIMENT NTROL FICA77ON NUMBER CE Mai CONSTRUCTON ENTRANCE 3.02 CR CR CONSTRUCTION ROAD 3.03 STABILIZA 77ON SF SILT FENCE 3.05 ST F=_3 SEDIMENT TRAP 3.13 SB F=_3 SEDIMENT BASIN 3.14 0P OUTLET PROTECTION 3.18 RR� RIPRAP 3.19 CD CHECK DAM 3.20 ( TS) TS TEMPORARY SEEDING 3.31 PS PS PERMANENT SEEDING 3.32 ( TP) TREE PROTECTION 3.38 DC DC DUST CONTROL 3.39 RECEIVED COMMUNITY DEVEL0Pk4Ff`,I_ _ APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT - PLANNERJZONING ENGINEER _ INSPECTIONS ARB _ DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT aSCOTT R. COLLINSZ Lic. No. 035791,l, z z z Uj 0 0 0 z 0 V z U z O z U z w o z o < � w o�c w w w C G ? c4 ¢ c� Q d3 Q WLli 5 LLI a � ce rn 0 = 0 c T . � I . I I . . . . -­ I / , I , , , / I I I , I/ I — e / I ...... � I... - ........ / - , 11 11, ­ I � I / 11 I, , - � I e "". " � ­,­ � , I I I " �', 1�,- . I 1'1'1,�,�?'. I-, .,I� - , - �", - I/ I ,1� .: ,�� , --,,. n , , 11 , ".,.%.'.V. �::::,:,��:., �-­I:-: .... 1�/ 11 \ " ,�11 / , � , , ,. - � // ,­ ---// ,� ", Irl" " - . ,,, ,,,, 11�'�f""�;�, , - I I." -, x-d' ­1��-, . ,,�;�4 / , JI . , ,­ , , 0 gigBi / -�� / \ /- / --t- .. -­ ).-- � ­ - " 04600-oo-oo- I " ­- / i / *� "' * ,)",,,`,��,. - . " t, ,.,� PROPOSED ROAD �;;�-'; , / - I I " � I I 11, 4� 'y ""'. ­,./ . ,� -", ", - ". ,." - , � . ,� ,?,�-� "�., Z:, ", , I,.. I lj� 11 �, r��- , ,. 1F,RBDcMULTI '-,�,`-­, -1 ;l�,, ­­­, " "" '% , , -YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL '/e,// ­­­­ .,�:�-�.:::�:�:,::��:i.�-�-�.:��.,,:.�:.:� � � � , 1, "' - . . / I �,, N , , / -II /- �k, /,� -1. -� `IEW) g.g , // , , ,��i�,(�­ // , �'. ` "'::�: ... .... ­.­ ...... " / - GENERAL NOTES: I I � / / / J / , "\ /// I( .... �::-.`%, �,:,�:::��:: , �' .- / //// , /,'/ // ,/ / / \ ::I�' '�.V:�. �\ \ 1� -, �,-/ ,/, Ile" z " / , - -HOLDINGS ­­ ­­ . , 0 , , / / 11 J. 13'.. , / , I �. -FAMILY LLC , �' / I , "I C , -�:;,. � RRENTLY UNDER REV b , / t. . '// � , � I- ­­ - I ---,/ I I 1, -,, / f - �;- -=, �� �� ..,,, , \ , ,� - I Ul ,� , �, .... . - .�� ­.7��-- � 1, . �­ ,/�z I . .:!... �...':..'e'), -- " / '-,, � '-- -­ I / - i A", � �- I � " I �,,,�', ��', _,,,-­�,,,,,� ...... .,. " \ � - --�i-,ej, . _Izl, I .,%-.,,-% - I / .." . ­/` 'l, II ,,, �W`t�,­,� ,*",;�-�,--,,­ , , , �,\ 1, l, , ;.::.�:.,.:.i,:::::-�'...-.. J. I 7, PG. 148 -- -1 ­­ / I "'� f ,�". /Z �Z,� - -, 1 �­ , " - 11� /"//// v 11 11�li \11 , /.,. / if ���:::I�::�::����:!:��:::�/:�:��:.::��::,�::�:::�::- .- 11 ,- - . //� hy , �,­ 1�', 11� --" --1 ", I P-��t�;,.. PARCEL PER FEMA FLOODPLAIN MAP # 51003CO280D. NO 9 , // " // �,Ilo;� - ;--,':� '11, - � . -/ I , 1, ... j -:-.-: ��'- -�:.::-:�:.',- "I I... . - \ - - I �, I,/ i , 01 - s " ".�-,,�--',�,--- � / //" . Vit- le"// .......11- � 1. - - ..... � .. I -, � � / �l "I / / X , / - . � , . .. - ... I ..... . Ii. I ..... I..... I ........... ­ -, � -6 � �11 ", --' 7 �-Ili� DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT /, /fel , - / � '� ..: -:-:.l.l::�. I � �, I x , - -� . 1. A 100 -r� 5:�!� / // :/ \ 11" / , , / If , , /// / I /"// w �j /.: .:�: \ - ­ ... . � 'IS � F 2 B - '', , s"'::�-::.: ::,!, \ �, I-, 1> , D. B, 57 i / - `1 I / ; / >" '_1 �-- \// i III , . � �j ,� 11� �P/ // ef / / ,,/ / /('� .1 ..... �i,11�1� 11 I �, ,�,O, ---AREA: 19-049 ACRES � ­ I 1, ­, 1, - _-.,�,, � \ 1�. / y ­11 I—- ... " � . .. " � I - "I -- , 4, , ­�Z -.,,� "', .I... � \ ` - - ,111 , -- / , q ,I,,!�.". , I 0-00- -019 , - .::. -,:.'1::, ­­ - -,-. , / / ­, .. - , , - - i � ,. � --' /1 - ­11z'li , , , `� 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. �/// 3/, ,/ , �� / /L -- " . , :.�:!,./ ... j� � \ , - I �, .. I I ­/ 1-1 40 , ""I - / 1�/ . ,. � - Z ��-­' �­ ",­ , 0 , � / ,,,,�,�,�,,,"�,"�,'t�.,,, 'Il B3 1'��11 FLOODPLAIN IMPACTS ARE PROPOSED WrTH THE PROJECT. I ../ - ... `....%I� ... . . ­1 11 ,�', / 1, //­/ TMP 046o / / - -` , / I / � I s //,r-;""!,, ff�`� -, . � � , ". I - 't - ,"­,, ,� I /,!(, / , "/ � .:�::-:.1::.::-:�,:I 11 1, . �<� 4 '_1 APIPROVED // /' eI / � // // -7� /v , -I rj :1 "� SCOTT R. COLLINS'Z / 4. "� j,:::-. �::::: -.'I:,: � �:::::, / \ \ " " - \ '.11, I ­­­ I 1, - ­ I ,7 �,,, ,,, -", - 'I - I ...... �, ..... A,- . . �.�. . �.. ­-11 ; ,�, ,� / ,,,, ,---- I .. 11 / ,-- I ­.­ ,,,-- " , �` /;� I ,:�.(, -, �".' 5011 Pq."�170 ........ / // C/ ' 11 11� -,��7 --, `� & , /ilf.11 ., , / ....... . ` ''''' ''''' ", /� "Is ',,� 11 I // A I/ 11 / -�'-­' "�`�" ' U Lic. No. 035791.'t�- �, " .... � -11 'UNDER SUB 201: S,� I -,`�� '.-, ",­ y, N11 . �, - ", '1� '" , Y40 --:',�,4, ,,t,.,�', " --- I' - ­ , I ,,ky , .�'I.:�:�i::���:::::�:�::::.:::!::�:.�:;. —1 11 I I // , �, V / , 1..'.*...-.....T:,,I .... �......­.... / '>l-, ly "i,", , ,CROCKETT CO ,,, RATION F" Q"//, / If " I ''' . . .11 "I, 1", " I S *1 , 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL ,\/ / - , , , , , "--,' , �/ ��, / � " � -1 I 1-1 ROADt' ! ' , " X, // , " f 0 i '­� R 0 �,')-, / / 7100127, , X / 4.0 -�4 ;!F4) , � -, -,'� �`, -,, / , ,/ / " / -, t. - -:::�::: �,.""::�: i:::. �:::�-�.- .� �.: -�I(::: �/ ---- "I � I ­11 1-� 1,� ?I`11116 '­1 - ­-, // I .. 11 / ­.' f A, Kz ,-,,'--��,, / � ;�, I... . 1 ...... I...., ..... . :::::::/:,.�,�::::��."�.:��.�,:.:.:.::::., ,� \ I',--- -,.- -- I - r ' \ ' ' / 04 &41 1 , , . ........ INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION ' I / / lerll : , . � . , . .:,:- -�`­:��:jy ....... Y. ,::. ... � ..... �... - � " .." "I /' / - - I' - / I ' AC�kA YVA I LN , , D.B. 11�� - 0 S / I/ I/ I I '7\ il / / ,.,/, -,/ / ........ . ..., ..... \ — ,,� '-� se*1 �, .1 // VARIABLE WIDTH PUBLIC, I ,'/ ' - �,' ,// i�� / - _� UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEM , I // / \ -�� / ::�::: Z , � I ­­ -`EXISTING PROPERTY -, '-� 11/­r -1� - I 1. I'll �-,­ �----,��,�-i\ 1, / TACILITY EASEM 'I 1,,�,, ,., � . . .... . . i� I ,� '��- � - 1-1-11, I � .11 �, , 1pb . / // -/,( III -", �, , I. . '.':.k�' ...". .'.-: - - - - - - - 11 - " if � O' EMENT, 4� Y6, 1�1 � . - � . I I, I IY7 I I .......:./:;l .., . . I. "' ..... � �11, - 11 � 1� - % -, I S,WW ENT / � - 'v - -�,,�,,, '<�"'�,�!,,,� ��,,�!7.�,,. �� CD ­ I , , , .... . ... � - - ,�, �, ­­." .-I I /'� " 11 11 %� � � . ­ - , , � , -- " � - " -­ , C41e `1 it PG.644-675,, / �` / ,/ Ij - 11 "' "' "z -,,, I j ,,,, -,",C�t ,2"''. AND OTHER CONSTRUCTION AFFECTING THE WORK, BEFORE I /I , I 1, -, &I / / I . :,:I.�:-'�:::::�,.�:::::::':t."-.,::::.�.::- -­-,;` - / e� 7 N TI/ I I,' . ", ... // x /� , E �S , , " , -- ­ / - ,, , / '... .­:'.... ...., * , � l "� -, - - - "--,. .." LINE BETWEEN BLOC , I -, D B. 5121 � " I/ � /I I \ f !Y6� ­." I ""I", ` 11 11 ,,,, 7= .1 fe, . I 't� "'ZI, I / ('- , ,I -A'. ­­.''. I..., ... ......... - ­1111 -, - 1-1 � ' ',� .1 �i� z , I """", . ", '"' ,,,'-, , :", 'I .,. I-%. I.%. , '' , "I I ,�, 1. I � 1� , /11. 11 /� \1 ­�w -111, 1-l'', - , ,',�,,' LLI - ­, 11 ,­ ­II�,� -,- f` ,�,�I�e 1, , '100 -- \ , ­/1 �,� `�,Z.,'-,­, , �, -`Z�­',,,,,­�, i`,`�',­��- . , '. -- �' 8A AND BLOCK 4 1 / ,% 11,� 7-�', � , 1, . If /I I - " ,� Ld - - / / / � ". // /Cil/ I " if .%...­f..% .,-;;1::.::.::-, -:/, �::'::' /� � - - K -'- ­- , / - " / I - ` , 1,6 . D� I 11�,� ll� ­� //// \ 11:-:j-:m-i' lv.::�� i�::::T` , , ­� �' , , " * .......... ­ . , \ I , - CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION / �/ j I / " /9 - f - - - ]::", - , :f. - . .. , .1- I ­-1 - 1�1 / i /-, -- �;,�, `2i\ -tOINVAL S' TION OF SANITARY ,, ' / - / I / "/"/ / / . . x....'.......'.... - ­ I.- -- � - - ,,�, . / ��.�­:..` 1­:`,�- ./ I , . ... I'll -­ �­ , / / I A-i ,,,- -,�!�,,, .. / � K� �p-::-:T:-::-�:1::.; .... :.�.*.�f�'/.'..,..*..,..,....,.,... - � . \ -, "I /? ­11. 1­1 I- -, 1. " `11 � z ��( //"// ..... :...... �-. I...... 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Az / / / """', ll, /,/ -- I 11 ;(/ ,& , 11 � I W \ I I �i) - ,� I ,�, `,--,­, "", ,,� I el , /, / Ill . j.:::��:!' ... ... � :: �'::*:� .' ­-­ --- - -, 11 - ­- I- "' - -- -, - I -­ �, -- I I - I fl� " -- -I' - UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE V ,zz� . * , "' ... . �,.:% ..::!-.....,./.!::::.::.::.:.,�:�,,�,:�/ ! \ I—- 1 ---, / .", // -- . -, \ j, I . - �,zz�, I" � I- ­ .. ­ , � I .I',- I I— - � - W,,-, I, "� ­,.i - - � - , '' , /­ / I Ii /// i I I.: �:: "� . 1. I..,... ­ -- - �, - %f " �� " I - ' �- ,,,, �-, � , I ­ ,&'Iel I , I .. . .... - e- f", - `�. 11 " , .,� V) / / .1 I ,-T ... 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I .................. :: �::!�')-. , I ......... I' - ..-,.:.....�.I.. \ " -1-1 , - -- ,.� . 1,1 I .......... , 11 - , :: ... I ...... I., .... f.. - ,,- ,,, .Z � `­��,:,>, ,,, `,',`,�, ., ­-- -1 " -, '" , 11 -/ /I/ ­­ I I 91, / 1��f.S ........ "', -, . � 11 ,-,. *� 1,,,� �,.,Z:--_,�� �,<':! � 0 . / " / / :�� .. � ........... ­11- ­11 - 11., -, �', - '� 10.56'(DE) I,f ,\ d, AAREA! 2 1 � IIIIIII /o - " � ,- " .� I -, �:.:,: �v -1. - �, -- I -1 , - / feel If , � - -, - , - I ,/(// :j - --- , � ........ � 1 ,,..`w-:k ­ , -1 --� ---, ­ � // -1y-1 , " z ,,, " . /I . � ".-., N� I,', -`,c�-,, "��,,,'�,. WATER LINES ON THE SITE. " ... .. � .-.:: ��::,(� � " -- 11- , ­­ - , fll I � , . -, / :;rj, - � , 1­1 , - I 1�"'- ..., I, , x ­ -N -"- ""' � ­ -1ZI` ­-,�N71 " . . 1, - � - � Ii �: z ­.,�. 4a! 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DRAIN EASEMENT � TING CONDITIONS ARE BASED ON CURRENTLY APPROVED --- /. , , / .. � ...... ­ � . �1; � 'l-I i� ` PU13LIC STORM / \ , , - - -,.. . , \ �,( � 6�.,� x :�:!�:-::::-: - - \ `8�1111, - " ­ - I-` � � ,," VARIABLE VADTH,/ If /I ­� '. 7. THE EXIS . ix .. ­�.­ - - .. . ­- ­­­­ (CURRENTLY UNDER REVIEW) , , , . / - / 1 � .�:...% .....-.".... -�:::..I.:... / ..1-, I -- ­­­ ,\I A 1'<...",......, I , ?,�, ,� , ,�,� �- - -ViI7 ,,, - -, u u u . --:, . ...... ..,...,.. ., ' 1�11 , I 11 I 1, (n ... / ,- - _-- I - ­ 1-1 - ­­ , - ­, ,,,,�,5� J4, / VACATED WITH THIS SET OF PLANS Zj .... ! - y k J ,�., 1, 1 PLANS AND MAY NOT MATCH THE CURRENT, EXISTING - / // , - -. ". � : .-�.:. � � - - - - - " .- � -1 -11.1 -Al ��V�,A,--� �,\� 'L -/ I— /I , [-d:-:-Im-dm-d0:� ­1 ...... I I ,��.�'. 1. W.. -1- .� - ­. 11. SDP2o1q-00026 . , I , / 0, I I " / / ....�-]:-� ..... �. 11.1.1 �--fo \ -.1 .1.1 ­11 , -1�1 ,, .- :,,k, 121� PG.,644--675 �, -) I I T � r ,- 1, �-� z (n - . TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY If � .- I �. :-��"'i':':':':'::'::"':'::':'f':"':�-:':-:":;V -.`..­.'.­ ."' . ­"� - � ­­ ­- ­11 - �- - ­­ .­- .- lc� \­ � , �', PB.�, I I 1 i r / , /// 71 I " .�, .,.,),i. 1-0 i 11 . I ,�, ,,�, , -L' �.,� 0 / / ,,, 5 � N \ r- , -\ 1� 0 Q) 11 1� I . L:': . .., .. I , �- ,,, _,, ­1 1. - - ), I'A ,�, i - I I �. . �'.. -1 ?�`.. I 1. - '� ­j �: �: �: - / - ., - , I '-,� ,- � / I / / il I .. . �. � �IIIIIIIIIIIII' a 1, '1� 1\ 0- , � - , ,�-, - I z a 2-1 x � --__ . i ,� , j -0 -% 'I- -�-�7, V) - (D . .� I �1. ,, I '- � , Z) Z) Z:) . .1. I— 4 . .1 .1, I , - - -­ - ­11 / v!) -.::.::,:::,:� , I - A ­r ,,<� N, � 1, 0 0 0 1 / . I . A.....,..... - ' �, . -, -, - - � I - E � �:�:::Jf��.:,.:J: . ... ... . I..*....,. I......-. -:z-,.)..-.....-..-..- .:­ � , ,q,e;i,- ­­ ­­ - I --' ,- ,_1 AREA: 5.52i ACRES ---" I 1, ...... I .. .... I ... I '-I...,..,..,... � - ,,- - - 11 i � I -ION. 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I - - -- - _ , " - I �,- ��,, , " - - � �p — N T I -­ , � -C -­ --,. - ,--- - 1-- ­ ­�� " I ­­' .- � ­1 - , �, ,--,, --,,. -, -, - ­ 11 - \ / \ STORM, DRAIN 'EA,SEMEN T` ,I­�ei�-��-­­ " - - 1�--- -ICL I �', -- PUBLI _DEMAND BY THECOUNTY )­� I :�Z- ----­-­ ,- ---�- - , -,,,,- ­,�­ ­ ­­ -- ­­ / , I - I ", , � " - - -­ , , ,-� 2 1 585,m0'w 7 ­­ - ---- , 11 -- . ­ ----- - ­\ 7. ­1 - \ N , - - � ,- I I � ---- -1 --- ------- ­­ ­- ­- ---. ­­ 1.1- "-- - -1. - J�52 / ,�., v k, ',- 0" � � - - - � - I -1 - - <c- - - - ,,, - - - ­., � I -� ---- — ­- -- I— , s", /,� , ,Q� . \ 1. --, ,,, E1060S'ION &t SEDIMENT CONTROL EROSION CONTROL NOTES MEA UREtJ ; 1. THE PLAN APPROVING AUTHORITY MUST BE NORRED ONE liEEK PRIOR TO THE PRE- CONS 7RUC77ON CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND HANDBOOK. STRUCTURAL PRACTICES USED IN THIS SECTION CONSIST OF THE MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE WRGNIA FOLLOWING: EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULAT70NS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3.02 CONSTRUCTION ENTRANCE. J. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR A STABILIZED GRAVEL CONSTRUC7ION ENTRANCE LOCATED AT POINTS OF VEHICULAR AS THE FIRST STEP IN CLEARING, INGRESS AND EGRESS ON A C0NS7RUC77ON S/7E TO REDUCE 774E AMOUNT OF MUD 4• A COPY OF THE APPROVED EROSION AND SEDIMENT CON7ROL PLAN SHALL BE MANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF MAINTAINED ON 774E SITE AT ALL TIMES. CONS7RUCTI0N ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN REDUCE THE AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS INDICATED ON 7HESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), 774E CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION J.03 CONSTRUCTION ROAD STABILIZATION: CONTROL PLAN TO 774E OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING 774E TEMPORARY STABILIZATION OF ACCESS ROADS, SUBDIVISION ROADS, PARKING AUTHORITY. AREAS, AND OTHER SITE VEHICLE TRANSPORTATION ROUTES W2774 STONE 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLAT70N OF ANY ADDIT70NAL EROSION IMMEDIATELY AFTER GRADING. TO REDUCE EROSION OF TEMPORARY ROADBEDS BY CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTA7ION AS CONS7RUC770N TRAFFIC DURING WET WEA7HER AND TO REDUCE EROSION AND DETERMINED BY THE PLAN APPROVING AUTHORITY. SUBSEQUENT REGARDING OF PERMANENT ROADBEDS BETWEEN THE 77ME OF /NI77AL Z ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES GRADING AND FINAL STABILIZATION. USE WHEREVER STONE -BASE ROADS OR AT ALL TIMES DURING LAND DISTURBING AC77W 7ES AND DURING 517E DEVELOPMENT PARKING AREAS ARE CONSTRUCTED, WHETHER PERMANENT OR TEMPORARY, FOR USE UN77L FINAL STABILIZAT70N IS ACHIEVED. BY CONS7RUC770N 7RAFFIC. 8. DURING DEWA7ERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FIL TERING DEVICE. 3.05 SILT FENCE.• 9. 774E CON7RACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYN7HE77C FILTER FABRIC AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR STRETCHED ACROSS AND ATTACHED TO SUPPOR77NG POSTS AND EN7RENCHED, TO CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS BE MADE IMMEDIATELY. DURING CONSTRUCTION OPERATIONS /N ORDER TO PREVENT SEDIMENT FROM LEAVING 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 774E SITE, AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL LOWS TO-MODERATF LEVEL CHANNEL FLOWS 774E SILT FENCE BARRIERS SHALL BE SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT OTHER DEBRIS LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSPECTED 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLE77ON IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED /N ACCORDANCE WITH THE PER ZONING ORDINANCE SECT70N 5.1,28. VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). 13. ALL INERT MATERIALS SHALL BE TRANSPORTED 1N COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 3.12 DIVERSION: 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT A CHANNEL CONSTRUCTED ACROSS A SLOPE WITH A SUPPOR77NG EARTHEN RIDGE SHALL BE LIMITED TO 771E HOURS OF 7.• 00 AM TO 9. 00 PM. ON THE LOWER SIDE. TO REDUCE SLOPE LENGTH AND TO INTERCEPT AND DIVERT 15, BORROW FILL OR WASTE ACTT TY L BE CONDUCTED N A SAE MANNER THAT , Vl SHALLi F STORMWATER RUNOFF TO STABILIZED OUTLETS AT NON -EROSIVE VELOCITIES. MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, APPLIES WHERE RUNOFF FROM AREAS OF HIGHER ELEVATION MAY DAMAGE PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PROPERTY, CAUSE EROSION, OR INTERFERE WITH THE ESTABLISHMENT OF VEGETAT70N PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. ON LOWER AREAS, WHERE SURFACE AND/OR SHALLOW SUBSURFACE FLOW IS 16. 774E DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR DAMAGING SLOPING UPLAND, AND WHERE THE SLOPE LENGTH NEEDS TO BE CONVERT TO PERMANENT STORMWA7FR MANAGEMENT FACIL177ES WHERE APPLICABLE REDUCED TO MINIMIZE SOIL LOSS ALL EROSION CON7ROL MEASURES REQUIRED BY 7HIS PLAN REGARDLESS OF 774E SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 3.13 TEMPORARY SEDIMENT TRAP: 1Z TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN IS TO BE AT 75 LBS/ACRE, AND IN 7HE MONTHS OF SEPTEMBER TO FEBRUARY TO EMBANKMENT K17H A STONE OUTLET. TO DETAIN SEDIMENT -LADEN RUNOFF FROM CONSIST A 50/50 MIX OF ANNUAL RYGRASS AND CEREAL WINTER RYE, OR IN MARCH SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF TO SETTLE OUT. USE FLOW B DISTURBED AREAS WHERE THE TOTAL CON77?IBU77NG GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT SOLBS/%OOSF. AL7FRNAT7VES DRAINAGE AREA IS LESS THAN 3 ACRES, WHERE THE SEDIMENT TRAP KILL BE USED ARE SUBJECT TO APPROVAL BY 7HE EROSION CONTROL INSPECTOR. NO LONGER THAN 18 MONTHS, AND IT MAY BE CONSTRUCTED EITHER 18. PERMANENT STABILIZA77ON SHALL BE LIME AND FER7ILIZER, PERMANENT SEEDING, AND INDEPENDENTLY OR IN CONJUNC77ON W77H A TEMPORARY DIVERSION DIKE. MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/10005F, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT -3.14 TEMPORARY SEDIMENT BASIN. 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING A TEMPORARY BARRIER OR DAM WITH A CON7ROLLED STORMWATER RELEASE SHALL BE APPLIED AT 180LBSIACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL STRUCTURE FORMED BY CONS77?UC77NG AN EMBANKMENT OF COMPACTED SOIL FESCUE AND 0-5% PERENNIAL RYGRASS OR KENTUCKY BLUEGRASS STRAW MULCH IS ACROSS A DRAINAGEWAY. TO DETAIL SEDIMENT LADEN RUNOFF FROM DISTURBED `WET" `DRY" TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE AREAS IN AND STORAGE LONG ENOUGH FOR 774E MAJORITY OF THE EROSION CONTROL INSPECTOR. SEDIMENT TO SETTLE OUT. APPLIES BELOW DISTURBED AREAS WHERE THE TOTAL 19 MAINTENANCE.• ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH CON7R1BU77NG DRAINAGE AREA IS EQUAL TO OR GREATER 774AN THREE ACRES RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED 77-IERE MUST BE SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY FOR THE IMMEDIATELY. SILT 7RAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE CONS7RUCT70N OF A TEMPORARY IMPOUNDMENT. VOLUME IS FILLED WITH SEDIMENT ALL SEEDED AREAS ARE TO BE RESEEDED WHEN 3.18 OUTLET PR07EC77ON: NECESSARY TO ACHIEVE A GOOD STAND OF GRASS SILT FENCE AND DIVERSION S7RUC7URALLY LINED APRONS OR 0774ER ACCEPTABLE ENERGY DISSIPATING DEVICES DYKES WHICH ARE COLLEC77NG SEDIMENT TQ HALF THEIR HEIGHT MUST BE CLEANED PLACED AT THE OU77-ETS OF PIPES OR PAVED CHANNEL SEC770NS TO PREVENT AND REPAIRED IMMEDIATELY. SCOUR AT STORMWATER OUTLETS, TO PROTECT THE OUTLET STRUCTURE, AND TO 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED MINIMIZE THE POTENTIAL FOR DOWNS7REAM EROSION BY REDUCING THE VELOCITY WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER AND ENERGY OF CONCENTRATED STORMWATER FLOWS. APPLICABLE TO THE OUTLETS NEEDED, SUBJECT TO APPROVAL BY THE EROSION CON7ROL INSPECTOR. OF ALL PIPES AND ENGINEERED CHANNEL SECTIONS. 21. THE E&S INSPECTOR HAS THE AUTHORITY TO ADD OR DELETE E&S CONTROLS AS NECESSARY IN 774E FIELD AS SITE COND177ONS CHANGE. IN ADDITION, NO SEDIMENT 3.19 RIPRAP: BASIN OR TRAP CAN BE REMOVED K77HOUT WRITTEN AU77/ORIZA770N. A PERMANENT, EROSION -RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE KITH FILTER FABRIC OR GRANULAR UNDERLINING TO PROTECT THE SOIL FROM THE EROSIVE FORCES OF CONCENTRATED RUNOFF, SLOW THE VELOCITY OF SOIL DESCRIPTION CONCENTRATED RUNOFF WHILE ENHANCING THE P07EN77AL FOR INFILTRATION, AND TO STABILIZE SLOPES WITH SEEPAGE PROBLEMS, AND/OR NON -COHESIVE SOILS 27B-ELIOAK LOAM-2 TO 77 SLOPES. SOIL IS WELL DRAINED WITH A MEDIUM RUNOFF USE WHEREVER SOIL AND WATER INTERFACE AND THE SOIL CONDITIONS, WATER CLASSIFICATION. SURFACE LAYER IS TYPICALLY LOAM AND ABOUT 0-8" THICK. THE TURBULENCE AND VELOCITY, EXPECTED VEGETA7VE COVER, ETC., ARE SUCH THAT DEPTH TO THE WATER TABLE IS GENERALLY MORE THAN 80". THE SOIL MAY ERODE UNDER THE DESIGN FLOW CONDITIONS 27C-ELIOAK LOAM-7 TO 15,E SLOPES. SOIL IS WELL DRAINED WITH A MEDIUM RUNOFF CLASSIFICATION. SURFACE LAYER IS TYPICALLY LOAM AND ABOUT 0-8" THICK. THE 3.20 ROCK CHECK DAMS: DEPTH TO THE WATER TABLE IS GENERALLY MORE THAN 80". SMALL TEMPORARY STONE DAMS CONSTRUCTED ACROSS A SWALE OR DRAINAGE 27D-ELIOAK LOAM-15 TO 257. SLOPES. SOIL IS WELL DRAINED WITH A HIGH RUNOFF DITCH. TO REDUCE THE VELOCITY OF CONCENTRATED STORMWATER FLOWS, THEREBY CLASSIFICATION. SURFACE LAYER IS TYPICALLY LOAM AND ABOUT 0-8" THICK. THE REDUCING EROSION OF THE SWALE OR DITCH. THIS PRACTICE ALSO TRAPS DEPTH TO THE WATER TABLE IS GENERALLY MORE THAN 80" SEDIMENT GENERATED FROM ADJACENT AREAS OR 774E DITCH ITSELF, MAINLY BY 39D-HAZEL LOAM-15 TO 257. SLOPES. SOIL IS EXCESSIVELY DRAINED WITH A MEDIUM PONDING OF THE STORMWATER RUNOFF. THIS PRACTICE, U77LIZING A COMBINAT70N RUNOFF CLASSIFICATION. SURFACE LAYER IS TYPICALLY LOAM AND ABOUT 0-10" OF STONE SIZES, IS LIMITED TO USE IN SMALL OPEN CHANNELS WHICH DRAIN 10 THICK. THE DEPTH TO THE WATER TABLE IS GENERALLY MORE THAN 80", ACRES OR LESS REFERENCE: WEB SOIL SURVEY ONLINE DATABASE, FOUND AT 3.31 TEMPORARY SEEDING: THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY http://websoilsurvey.nres.usda.govlappIWebSoitSurvey.aspx SEEDING W177-1 APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS: TO REDUCE EROSION AND SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNS7REAM OR OFF -SITE AREAS, AND TO PROVIDE PR07EC77ON TO BARE SOILS EXPOSED DURING CONS7RUCT70N UN77L PERMANENT VEGETAT70N OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. 3.32 PERMANENT STABIL1ZAFD0 L 774E ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS. TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELEC7ION OF 7HE MOST APPROPRIATE PLANT MATERIALS. TO IMPROVE WILDLIFE HABITAT. TO ENHANCE NATURAL BEAUTY UPON COMPLETON OF CONS77?UC77ON AC77VI77ES, ALL AREAS WILL RECEIVE A PERMANENT VEGETA7VE COVER. 3.38 TREE PRESERVAT7oN AND PRQ=770N: PR07EC77ON OF DESIRABLE TREES FROM MECHANICAL OR OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTI0N AC77WTY. TO ENSURE 774E SURVIVAL OF DESIRABLE TREES WHERE THEY WILL BE EFFEC77VE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PROTECTION, LANDSCAPE BEAUTIFICATION, DUST AND POLLU77ON CONTROL, NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO URBAN -TYPE USES APPLIES IN TREE -INHABITED AREAS SUBJECT TO LAND DISTURBING AC77W TIES 3.39 DUST CONTROL: REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOL177ON AND CONS77?UC77ON AC77W7ES, TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. P'S'ROSION CONTROL NOTES ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRAC77CES KILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF 774E VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CON7ROL REGULATIONS ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO 774E PRE-CONSTRUC77ON CONFERENCE, ONE WEEK PRIOR TO 7HE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO 774E FINAL INSPECTION. ES-J.-ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES ES-5.•PRIOR TO COMMENCING LAND DISTURBING AC77W77ES IN AREAS 07HER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CON7RACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO 774E OWNER FOR REVIEW AND APPROVAL BY 774E PLAN APPROVING AUTHORITY. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLA77ON OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-7.•ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CON7ROL MEASURES AT ALL 77MES DURING LAND DISTURBING AC77WTIES AND DURING SITE DEVELOPMENT UN77L FINAL STABILIZATION /S ACHIEVED. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED WATER FILTERING DEVICE. ES-9: 774E CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY OR LEANL/P 'M MAINTAIN 774E EFFECTIVENESS OF 774E NECESSARY REPAIRS C EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. I Bi I RI I j i ii DESCRIPTION OF EROSION & SEDIMENT CONTROL MEASURES: EROSION AND SEDIMENT CONTROL MEASURES• IT IS AN77CiPATED TO USE A CONSTRUCTION ENTRANCE, CHECK DAMS, RIPRAP, OUTLET PROTECTION, DIVERSIONS, A SEDIMENT TRAP, A SEDIMENT BASIN AND SILT FENCES TO CONTROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE ACTIVITIES, TEMPORARY STOCKPILE AREAS ARE NOT BE REQUIRED WITH 7N/S PROPOSED DESIGN. SHOULD FIELD ADJUSTMENTS' NECESSITATE A SMALL STOCKPILE AREA, IT SHALL BE DISCUSSED W17H THE ESC INSPECTOR AHEAD OF TIME. 774E STOCKPILE WILL NEED TO BE MAINTAINED AND STORED FOR LATER SPREADING. STOCKPILE LOCA 77ONS SHALL BE ON S17E AND SHALL BE STABILIZED WITH A TEMPORARY VEGETATIVE COVER. PERMANENT SEEDING WILL BE PERFORMED FOR ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND WHERE CONSTRUCTION ACTIVITIES HAVE CEASED. PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR A YEAR OR MORE. SELEC7ION OF SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR APPLIED. TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN SEVEN DAYS THESE AREAS SHALL BE SEEDED WITH FAST GERMINA77NG VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF SEED MIXTURE WILL DEPEND ON THE 77ME OF YEAR APPLIED. 3.02 CONSTRUC7ION ENTRANCE - TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 3.03 CONSTRUCTI0N ROAD STABILIZA77ON - TO REDUCE THE EROSION OF TEMPORARY ROADBEDS BY CONSTRUC770N TRAFFIC AND TO REDUCE THE EROSION AND SUBSEQUENT REGARDING OF PERMANENT ROADBEDS BETWEEN THE TIME OF IN177AL GRADING AND FINAL STABILIZATION. CONSTRUCTION ROAD STABILIZATION WILL BE APPLIED TO THE CONTRACTOR PARKING & STAGING AREAS AS NEEDED. FENCE- SILT E PLANS 3.05 SILT FEN L T FENCE IS PROPOSED, WHERE SHOWN ON TH 3.08 CULVERT INLET PROTECTION- CULVERT INLET PROTECTON IS PROPOSED, WHERE SHOWN ON THE PLANS. 3.12 DIVERSION- PERIMETER DIVERSIONS ARE PROPOSED WHERE SHOWN ON THE PLANS 3.13 SEDIMENT TRAP- ONE SEDIMENT TRAP IS PROPOSED AT 774E LOW SIDE OF THE PROJECT 3.14 SEDIMENT BASIN- ONE SEDIMENT BASIN IS PROPOSED AT THE LOW SIDE OF THE PROJECT. 3.18 OUTLET PROTECTION -OUTLET PROTEC7ON IS PROPOSED AT THE OUTLET OF A CUL VER T. SEE THE ESC PLAN FOR THE DESIGN L OCA 770N. 3.19 RIPRAP- RIPRAP IS PROPOSED ON SEVERAL OF THE DITCHES AND WILL PROVIDE STABILIZATION FOR THESE SENSITIVE AREAS. 3.20 ROCK CHECK DAMS -ROCK CHECK DAMS ARE PROPOSED ON THE UPPER PORTION OF THE EXIS77NG DRAINAGE DITCH NEAR THE HOUSE TO HELP REDUCE VELOCITIES AND PROM07E VEGETATIVE GROWTH. SEE THE PLAN FOR LOCATIONS 3.32 PERMANENT SEEDING -PERMANENT SEEDING IS REQUIRED AND PROPOSED WITH THIS PLAN. 3.38 TREE PRESERVA77ON AND PROTECTION- TREE PROTEC77ON IS PROPOSED WITH THIS PLAN. SEE THE ESC PLAN FOR THE REQUIRED LOCATIONS 3.39 DUST CONTROL -DUST CONTROL IS REQUIRED AND PROPOSED WITH THIS PLAN. MA/NTENANM - IN GENERAL, DURING CONSTRUCT70N THE RLD OR CONTRACTOR ON SITF WILL CHECK ALL EROSION AND SEDIMENT CONTROL MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL. MONITORING REPORTS WILL BE REQUIRED FROM THE RLD IF NEEDED. SPECIFIC ATTENTION WILL BE GIVEN TO THE FOLLOWING ITEMS: a. SEDIMENT BASINS AND/OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. b.ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF 774E GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. c. ALL SILT FENCE BARRIERS KILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF 774E FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF WAY TO THE TOP OF THE BARRIER. d.ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER77LIZED AND RESEEDED AS NEEDED. IN CASE OF EMERGENCY, 774E PRIMARY CONTACT FOR THE PROJECT WILL BE THE RLD OR CONTRACTOR ON -SITE. THE CONTRACTOR AT THIS TIME IS DIGS. BROOK WOOD WITH DIGS MAY BE REACHED AT (434) 978-4435. IN ADD177ON 774E OWNER MAY BE CONTACTED. UPON COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR SITE MAINTENANCE. TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of Rate A(�hgsiv (Adhesive: Water Nozzle �allonsf Acre Anionic Asphalt Emulsion 7:1 Coarse Spray 1,200 Latex Emulsion 12.5:1 Fine Spray 235 Resin in eater 4:1 Fine Spray 300 Acrylic Emulsion (Non -Traffic) 7:1 Coarse Spray 450 Acrylic Emulsion (Traffic) 3.5:1 Coarse Spray 350 Source: Va, DSWC TABLE 3,31-9 AOLE,It" t'ABLE TIE M, SEEDING P ANT 7 .TFAU "QUICK REFER NCE F~0R ALL REG LO S' Rate " 1fin,g Dates exit � 21 Pa? Sept. 1 - Feb. 15 5G/50 lvl x of . nnaal Ryegrass rs3i. S?�.�!lutn' S0 - 100 . Cereal (Wiuter) Rye (Secal€ �reale) Feb, 16. - Apr- O .Aiwual R.yv,gcwts 60 - 100 (L(s?r(tzln ritu C_ rt . ) May 1 - Aug 31 (hrman TY Ile t 50 (5f.ta,La 1�alka) Soaree: Va. DSWC EROSION CONTROL NOTES & NARRATIVE PROJECT DESCRIPTION: THE PURPOSE OF THIS LAND DISTURBANCE AC77WTY IS TO CONSTRUCT RESIDEN77AL HOMES AND THEIR CORRESPONDING INFRASTRUCTURE. THIS PROJECT PROPOSES TO DISTURB Z01 as OF LAND. THE PROJECT WILL BEGIN ITS CONSTRUCTION WITH 774E PROPOSED ESC MEASURES IMMEDIATELY FOLLOWING PLAN APPROVAL, WHICH IS AN7ICIPATED TO BE IN THE WINTER OF 2019, THE WORK IS ANTICIPATED TO BE COMPLETED WITHIN 18 MONTHS AND TO CONCLUDE /N THE SUMMER/FALL OF 2020 EXISTING 51 TE CONDITIONS: 774E AREA OF THE PROPOSED DEVELOPMENT IS LARGELY WOODED AREAS WITH OPEN SPACES AND LIGHT UNDERBRUSH. 7741S SITE GENERALLY SLOPES FROM THE NORTH TO THE SOUTH. THE SITE IS GENERALLY STEEP AND IS WELL DRAINED. ADJACENT AREAS.• THIS 517E IS BORDERED ON THE EAST BY AN INTERMITTENT STREAM AND A LOT CONTAINING A HISTORIC HOME. BOTH 174E STREAM AND THE HISTORIC HOME ARE PROPOSED TO BE PRESERVED, NORTH OF 774E PROPOSED SITE IS BROOKHILL's BLOCK 1. A PROPOSED ROAD, STELLA ROAD, UNDER SUB 201700117 IS LOCATED TO THE WEST. FURTHER TO THE WEST ARE BROOKHILL's BLOCKS 8A AND 4. EXIS77NG POLO GROUNDS ROAD 15 LOCATED ALONG THE PROJECT's SOUTHERN BOUNDARY. THE AREAS IMMEDIATELY TO THE EAST, NORTH, WEST & SOUTH ARE ALL VACANT, WITH THE LAND SOUTH OF POLO GROUNDS ROAD BEING USED FOR ATHLE77C FIELDS LOCATED WITHIN RIVANNA RIV1=R's FLOODPLAIN. SILT FENCE WITH WIRE BACKING, DIVERSIONS, A SEDIMENT TRAP, A SEDIMENT BASIN, INLET CONTROLS AND VARIOUS OTHER ESC MEASURES ARE PROPOSED TO LIMIT THE POTEN77AL FOR CONTAMINATION OF THESE ADJACENT PROPER77ES AND WATERWAYS OFFSITE LAND DISTURBANCE: OFFSI7E LAND DISTURBANCE IS LIMITED TO PUBLIC RIGHT-OF-WAY AND AREAS LOCATED WITHIN THE OVERALL BROOKHILL DEVELOPMENT BOUNDARY. SOILS: SEE SOIL DESCRIP77ONS ON 7741S PAGE AND THE PHASE / EROSION & SEDIMENT CONTROL PLAN FOR BOUNDARIES, SOIL TYPES AND GENERAL SOIL DETAILS MTICAL AREAS.• P RTY GROUNDS R l N INTERMITTENT LOCATED ON THE PRO E POLO G OU DS ROAD S LOCATED EXISTING WETLANDS AND STREAMS ARE DOWNGRADIENT FROM 7HE PROPOSED DEVELOPMENT AND A HISTORIC HOME IS LOCATED TO THE EAST THESE AREAS, IN AD0177ON TO THE MANAGED AND 57EEP SLOPES, ARE CONSIDERED TO BE CRITICAL AREAS. THE CON7RACTOR SHALL GIVE EXTRA ATTENTION AND CAU77ON IN AND AROUND THESE AREAS TO ENSURE SEDIMENT IS NOT DEPOSITED ON THEM. TREE PROTECTION FENCING, SILT FENCING, DIVERSIONS AND SEDIMENT TRAPPING DEVICES SHALL ALSO BE INSTALLED AS A FIRST 57EP IN LAND DISTURBANCE TO ENSURE THESE CRI77CAL AREAS ARE MAINTAINED. SEQUENCE OF CONSTRUC770N. 1. CONTRACTOR SHALL NOTIFY THE ALBEMARLE COUNTY COMMUNITY DEVELOPMENT ENGINEERING DEPARTMENT TO SCHEDULE A PRE- CONS TRUC7ION MEETING, 2. PRIOR TO DISTURBANCES, THE LIMITS OF DISTURBANCE SHALL BE FLAGGED AND THE TREE PROTECTION FENCING SHALL BE INSTALLED. J. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT THE APPROVAL FROM THE INSPECTOR ON THE PROJECT. 4. INSTALLATION OF THE PROPOSED CONSTRUCTION ENTRANCE SHALL OCCUR NEXT. THE CONTRACTOR SHALL APPLY CON57RUCT70N ROAD STABILIZA770N AS NEEDED. CONTRACTOR SHALL ENSURE THE CONSIRUCT70N EN7RANCE DRAWS TO AN ADEQUATE E&S MEASURE. CONSTRUCTION ENTRANCE TO BE INSTALLED WHERE CONS'TRUC77ON VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE 774E TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, 7HE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPOR77NG TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 5. THE 1N177AL ESC CONSTRUC7ION MEASURES, AS SHOWN ON THE PHASE I EROSION & SEDIMENT CONTROL PLAN, SHALL BE INSTALLED NEXT. THE CONTRACTOR SHALL BEGIN BY INSTALLING THE PERIMETER SILT FENCE. PERIMETER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE AC77VITY AND SHALL BE MADE FUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 6. ONCE 774E PERIMETER EROSION CON7ROL MEASURES HAVE BEEN INSTALLED, AND THE COUNTY INSPECTOR HAS APPROVED THESE MEASURES, CLEARING & LAND DISTURBANCE MAY BEGIN. THE CON7RACTOR SHALL BEGIN WITH THE INSTALLA7ION OF PROPOSED SEDIMENT BASIN #1. IMMEDIATELY FOLLOWING THE INSTALLA77ON OF PROPOSED SEDIMENT BASIN #1, THE CONTRACTOR SHALL INSTALL 774E PERIMETER DIVERSIONS DRAINING INTO IT. THE CONTRACTOR SHALL INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE PHASE I EROSION CONTROL PLAN. 7HIS INCLUDES 7HE DIVERSIONS, CHECK DAMS, INLET PROTECT70NS AND ANY REMAINING SILT FENCE. TEMPORARY SEEDING, PERMANENT SEEDING AND DUST CONTROL SHALL BE IMPLEMENTED AS REQUIRED. Z ONCE ALL THE PHASE I EROSION CONTROL ITEMS HAVE BEEN INSTALLED & ARE OPERATIONAL, DRAINAGE IS PROPERLY CONVEYED TO THESE MEASURES, AND THE ESC INSPECTOR HAS GRANTED APPROVAL, THE CONTRACTOR CAN MOVE ONTO ESC PHASE ll. AT THIS 77ME 7HE CONTRACTOR CAN BEGIN CLEARING THE SITE. 8. AFTER CLEARING 774E PROPOSED AREAS, THE CONTRACTOR CAN BEGIN ROUGH GRADING THE S17E TO THE CONTOURS SHOWN ON 7HE PHASE II EROSION & SEDIMENT CONTROL PLAN. THE PROPOSED RETAINING WALLS ALONG THE PERIMETER OF THE PROPERTY HOUSING THE HISTORIC HOME SHALL BE INSTALLED WITH PHASE 11. THE PROPOSED YARD DRAINS ASSOCIATED WITH THE RETAINING WALLS SHALL ALSO BE INSTALLED AT THIS 77ME AND WILL SERVE AS TEMPORARY SLOPE DRAINS MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 9. THE CONTRACTOR SHALL INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE PHASE 11 EROSION CONTROL PLAN. AT 7HIS TIME, WHEN THE SITE IS ROUGH GRADED, THE CON7RACTOR MAY ELECT TO INSTALL THE SANITARY SEWER. THIS /S OPTIONAL, AND 774E CONS7RUCTION OF 7HE SANITARY SEWER MAY BE DELAYED UNTIL ESC PHASE N WHEN THE SITE IS FULLY AT PROPOSED ROUGH GRADES 10. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE 1S REACHED ON ANY POR77ON OF 7HE S17E TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 3O DAYS PERMANENT STABILIZA77ON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 11, ONCE 774E SITE IS ROUGH GRADED AS SHOWN ON THE ESC PHASE ll PLAN, THE CON7RACTOR SHALL PROCEED TO ESC PHASE 111. THE CONTRACTOR SHALL RELOCATE THE CONSTRUCTION ENTRANCE; FUELING AREA, DUMPS7ER, PORT -A -POTTIES, AND CONTRACTOR STAGING AREA AS SHOWN ON THE PHASE Ill EROSION & SEDIMENT CONTROL PLAN, AND BEGIN INSTALLATION OF THE U77LI77ES, CURB AND GUTTER, AND ROADS. AT THIS TIME, THE CONTRACTOR SHALL WORK WITH 7HE ESC INSPECTOR ON 7HE TIMING OF THE REMOVAL OF THE EXIS77NG SEDIMENT BASIN. THE EXIS77NG SEDIMENT SHALL REMAIN FUNCTIONAL AS LONG AS POSSIBLE. 7HE PROPOSED RETAINING WALLS LOCATED IN THIS VICINITY, NEAR THE INTERSECTION OF POLO GROUNDS ROAD AND STELLA ROAD, SHALL BE INSTALLED CONCURRENTLY WITH THE FILLING OPERA77ONS OF THE EXIS77NG SEDIMENT BASIN AND THIS AREA. THE CON7RACTOR SHALL ENSURE THE RETAINING WALLS' TOP ELEVA77ONS IN 7HIS VICINITY ARE LOCATED ABOVE THE FILL/TEMPORARY ELEVA77ONS AT THE END OF EACH DAY UNTIL FINAL GRADES ARE ACHIEVED. THE PERIMETER DIVERSIONS AND SILT FENCE SHOWN 1N ESC PHASES I & 1I OF 7HE ESC PLAN SHALL REMAIN FUNCTIONAL AS LONG AS POSSIBLE AND SHALL NOT BE REMOVED UN77L 7HE ESC INSPECTOR HAS GRANTED APPROVAL, INLET PROTEC77ONS SHALL ALSO BE INSTALLED IMMEDIATELY FOLLOWING STORM INLET INSTALLATIONS THE INLET PR07EC77ONS SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRS SHALL BE MADE AS NEEDED. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONE MUST BE PULLED AWAY AND CLEANED AND/OR REPLACED. 12. ONCE PHASE Ill OF CONSTRUC77ON 1S COMPLETE, THE 517E IS STABILIZED AND 7HE INSPECTOR HAS GIVEN APPROVAL, THE CON77?ACTOR CAN REMOVE THE EROSION & SEDIMENT CONTROL MEASURES, INCLUSIVE OF CONVER77NG PROPOSED SEDIMENT BASIN #1 TO A PERMANENT SWU FACILITY. NO 17EM SHALL BE REMOVED, THROUGHOUT ALL PHASES OF CONS7RUC7ION, UNLESS THE UPS7REAM AREAS ARE STABILIZED AND THE INSPECTOR GIVES PERMISSION. 13. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM ADMINISTRATOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 14. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER 7HE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR: 7RAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESUL77NG FROM THE DISPOS177ON OF TF'44PnRs1RY MFA1:Z1/RFS S14A11 RF PFRk4ANFA177 Y STAR1117Fn TO PRFVFNT F11R77-IER EROSION AND SEDIMENTATION. FIIM FAMC ENTRENCHED 6' COMPACTED SM �_ 3• HUMIUM i __ _ -- , )a, - f r -i, i .�i a,D1L Qo TEMPORARY 18" DWERSION BERM GENERAL SLOPE (3:1 OR LESSI PER ACRE TOTAL LBS KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP 20 LBS. SEASONAL NURSE CROP 150 LBS FEBRUARY 16 THROUGH APRIL ANNUAL RYE MAY 1 THROUGH AUGUST 15 FOXTAIL MILLET AUGUST 16 THROUGH OCTOBER ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15 WINTER RYE NOTES: 1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL TESTS AND APPLIED IN ACCORDANCE WITH VESCH STD. 3.32. 2. SEEDINGS TO BE MULCHED IMMEDIATELY UPON COMPLETION OF SEED APPLICATION, IN ACCORDANCE W/ VESCH STD 3.35. PS PERMANENT SEEDING SCHEDULE NO SCALE (STD. & SPEC. 3.32 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) 1. SET POSTS AND EXCAVATE A 4 X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. I __ - I , I /-= ` -1> 1- _ I= " I=j 11-4 - � - 'I FI-.I (I 1- LOW , 4 J. ATTACH 7HE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO 7HE TRENCH. FL 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKF7LL AND COMPACT THE EXCAVATED SOIL. EXTENS)OV OF FABRIC WIRE 774E TRENCH. ssF WITH WIRE -BA K E- o NO SCALE FENCING AND ARMO. -INC I DRIP UNE -<. I SNOW FENCE -1 I 60hP,D PENCE UW �����111�111NCE � coRo FENCE CORRECT METHODS OF TREE FENCING �+ CORRECT TRUNK ARMORING ON ko TRIANGULAR BOARD FENCE CONSTcRUCTIO r------- ACCEaC -\ ,l� 3 ;M-:?:t ASP -HALT T{fig f C1")JRSE STONE r10N.i rj,v:;TIt i ACCE 'S w 2% , rWjST r' IrND FULL Mb- H OF INGRESS AND EGRESS OF"El�ATIQ,N ....s5" MIN_ ZIA Afj-UPEGA;I-E R4aE PROFILE 70' MIN.- 15�1 H 0�7 ��'� 11 SCOTT R. COLLINSZ Lic. No. 035791,E kls 0 'L �,OATAL E� a Lj C C i z c Imo- Imo- F < z M z w w w t t . g g L O O O U U U z t 0 J < Q � _ Z) a sI U) 0 0 0 � � s J Q Q Q f 0 ¢ w w w 11 z m m m ; ¢ L L I� W W W t H M CL rL 0 0 w w III > cn En U11 < I W �ce� i i EXISTING, PAVEMENT �) -ASPHA T-P�'�VE- /� WASHRAC X - _ •-- E.KI" FIN( 1 2 i PA EME IT- I �­-PQSINW U(?AMAGE; 10 SE1 MINT FF;ttePNe l-.V1E PLAN '12, WN.---- -------IP0SICIVE DRAINAGE TO Sc DI'AEN T Z ,.,. RA11-1PING OVVICE FI' TE d CLOTH SECTION A -A A.minhinua water tap of i hick must be hu-'laded with a alfiIismun I itich laftucoct s1wtQft' . aj-ve su 1 1 ' 4 li NVII klx it+ ,,.'� NVIIII a dilatlteter 41.5 Riches, for adequate 11 } (:on,s,t;tiat l)t es ure. Avash �';rafev Itittyt be carded may ftotil the etttralice to an appromI settliti area to 1:011(aiJe seiiuilellt. >u ac(tutielit lia1! lac peGReiitetl frail entetitig, stoi t dfauts. chtcltes or watercotn'ses. NO SCALE _____ _ _ _ -I FROCK CHECA' DAM I LRAlNAG AREA. 1 AT" 3• (OPT�DNAL) - --,- - --.- I(1`t(7WNaTREA-K VIEW-) C0hitSE AUGl?,EOATC --__* I FLOW s U. G -> _ ---- 1-10 AFTER OF DRAINAGE AREA. xrEri _ - 6" . -- - - - _� - qt T -I 11 1 FllffbR CLOTl1 iOr1[oraALj }. (Fa{"15 NC_ITPAM VIEN) %,I)T#1 COARSE AGGREGATE, -- - -- _ _� . 1 I I - - { I _ `' CV.2'.3 1 RI?RA,P Sourc.e. Va. DSWC plate 3.20-1 J/' ` '~ // \ , ti / ' ` -- / ``~ ~— --~ `—^ SCOTT R. ' VA IDE/ \~ `- --- /IOXAL PROPOSED —'�'- --~ <N. J �� ' ~�~ /�� // K �@& ��� / � ~/� �� | ~n— ULd SLOPE Ism PRO E �W/-\AJIRE, -BERM. SHALL BE STA13ILIZED AS CE- Ci Jc WIRE -SHALL BE INSTALL SHOWN 0 THESE SHEE7S-S!�ALL BE INSTALLED -PRIOR TO THE -CONSTRU-qnON OF THE SANITARY SEWER -THOUGH BLOCK 81B.- NAGE DIVIDE (TYP.) - z 3 FOR POLO GROUND ROAD M CID ED REA � THE 3l;- 77 DE BUFFER WITHIN THE LIMITS OF DISTURBANCE Lu SHALL BE REFORESTED SLOPES CT > EP DETAIL MANAGED STE ui WOSED FLAT VDOT CLASS Al COARSE ce APPROVED LEVEL SPREADER l UNDER WP0201800013, 15 NO LIMITSOF DISTURBANCE LONGER NECESSARY WITH THIS WIDE HIS' PLAN's PROPOSED IMPROVEMENTS. rORIC HOUSE THIS PLAN PROPOSES TO REMOVE THE BACKING OF LEVEL SPREADER Ill 0 RR �O,L BOUNDARY CID Ch ROTECTION Go STING at R�rl UTF lfp L9 AREA OF TH�]Il -r)yp SB POLO GROUND ROAD 7.65 ac. BUFFER WITHIN THE 3; LIMITS OF DISTURBANCE SHALL BE REFORESTED (yi VEGETATION LIMITS OF DISTURBANCE THE PRIMARY GRADING / EXCAVATION,, IDES WITH THE 20' (7) WIDE HISTORIC tQQSE j iGRADING OPERATIONS SHO PROJECT BOUNDARY (TYP D PHASES I, �BASIN-- BUFFER IN THIS AREA i S�OCI<�IL 11 CONTRACT R PAASE"11, THE EXISTING SEDIMENT STAGING AREA ',8HALL ft I'll AT THIS TIME, PROPOSED > BASIN t�,,ITS PROPOSED PHASES I & II PAVED W/ WASH RACK & DOWN GRADIENT ,',THEEND OF' -EA TP CE -VERSION & SEDIMENT BASIN DI Nz L9 0, POSITIVE I o 0 ui PROPERTY LINE IN I "COINCIDES WITH UR OR A-POTTIE5 PROPOSED LIMITS OF,,4 CD WASHOUT PROPOSED CONC IVE LIJ CONTRACTOR SHALL ENSURE DURING ESC PHASES I & II, WHEN THE BULK OF THE CLEARING & LLJ Ln GRADING OPERATIONS OCCUR, THAT THE DOWNSTREAM DIVERSION IS IN PLACE & W/ WIRE FUNCTIONAL AT THE END OF EACH DAY. PHASES -(EXISTING SED �ON OF SEDIMENT BASIN WrTH THIS ��AN LOCAT _-PROPOSED -DRAINAGE A A TO EXISTING BOUND Elf -,-WffA A HEAVY MIL POLYETHYLENE LINING, OR BE PERVIOUS OPEN SHA_­ C OR L_1NS_ -ALL A RSJO w THE PROPOSED BERM OR DUMPSTER SHALL CONTAIN ACROSS THE C?PSTRUCTION ENTRANCE. C� 0 RUNOFF TO OUTFAL� INTO AC ALL DE�RESSION FUEL IN THE EVENT OF,� SPILL. CONT ACTOR SHALL uj \,IENSURE VOLUME CAPACITY IS 10% LARGE� THAN TO Ti SEDIMENT BEFORE CONTINUING INTO THE MAXIMUM VOLUME OF STORED FUEL. THE,SEDIMENT BASIN'S DIVERSION. b Li 31 JOB NO. SCALE ' | H _ —301 WIDE PO / \ \ ,� �� ROUND P -- ' c SA /' ~_ _ / —__Lj Lj PROPOSED CONTRACTOR SHALL ENSURE -EXISTING STREAM' L SLOPE Is MAINTAINED. ^ ------------ PROJECT lyp NOTE: THE-SANITARY,SIE)A� LINE THROUGH BLCCK813 -SHALL BE INSTALL ST -.,MEASURES SHOWN ON THESE SHEETS .5,H RUqI7ION OF THE SANITARY SEWER.THOUGH BLOCK 8B---- BE INSTALLED PRIOR TO THE CONST VI OPOkD "\DETAIL-\ BUFFER WITHIN THE LIMITS OF DISTURBANCE SHALL BE REFOPESTED SB NG THE, HISTORIC PRQPERj LOPES (TYP.) WALLS ALb ROPOSED FLAT VDOT CLASS Al COARSE ce �GREGATE OUTLET PROTECTION w/GEOTEXTILE 0 APPROVED LEVEL SPREADER LS-10, UNDER WP0201800013, IS NO LONGER NECESSARY WITH THIS LIMITS'OF DISTURB ANCE PLAN's PROPOSED IMPROVEMENTS. -c ZIC a THIS PLAN PROPOSES TO REMOVE THE OF LEVEL SPREADER LS-10. To OP DRAINAGE DIVID�-IJYP.) WEiP CONTRACTOR SHALL DELK, CONSTRUCTION OF SANITARY SEWER MH 11A &THE PIPE BETWEEN MH11A Lu T- EXISTING & MH11 UNTIL AFTER THE A EA DRAINAGE TO SB #1 POLO GROUND ROAD SEDIMENT BASIN IS FILLED cn OF DISTURBANC cyi SHALL BE REFORESTED cp \I ­EXISTING VEGETATION IR EjXIt THE �RIMARY GRADING / EXCAVATION LIMITS OF DISTURBANCE MP.) LIMITS OF DISTURBANCE HOUSE BqFFIER Iy AFIPNS). FOLLOWING THE IDES WITH THE 20' MAjOR� COINC WIDE HISTORIC HOV E GRADING OPERATIONS SHOWN -ON ESC PROJECT BOUNDARY (TYP.) PROPOSED PHASES & If CONTRACTOR BUFFER IN THIS AREA -1PROP( S SHALL BE'FILLtl). AT THI§TIME STAGING AREA oy SEDIMENT BASIN PROJECT LIMITS Z CRS '-,DIVtRSI6NS & DOWNSTREAM CONSTRUCTION ENTRANCE (12'x7O' MIN.) PROTECTION w/ WASH RACK & DOWN GRADIENT -,",THEIEND OF-9ACH .. . ....... DIVERSION & SEDIMENT BASIN 38 —BE REMOVEDWITH THE THE —j `-SEDIMENT B�551N �RO L9 POSED 18' DIVER CONTRACTOR S ENS wl WIRE .,--A FIRST STEP IWDISTO�BANCE' /PROPERTY LINE IN THIS z PROPOSED, LIMITS Ln PROPOSED CONC NASHOUT AREA Lu CONTRACTORS ENSURE DURING ESC PHASES F LL I & II, WHEN THE BULK OF THE CLEARING & GRADING OPERATIONS OCCUR, THAT THE LL DOWNSTREAM DIVERSION IS IN PLACE & Ip FU NCTIONAL AT TH E EN D 0 F EACH DAY. LL THIS IS ESPECIALLY APPLICABLE TO WHEN THE WIRE W/ WIRE CL BACKMJING DUMPSTER -DRAINAGE AREA TO EXISTING __THE FUELING ANK SHALL.BE MPLETEL L POLYETHYLENE LINING, OR BE PLACED IN AN"IM PERVIOUS OPEN ---TOP DUMPSTER. -WITH A HEAVY WI N W ACROSS THE CONSTRUCTION ENTRANCE. CE� THE PROPOSED BERM OR DUMPSTER SHALL CONTAIN FUEL IN THE EVENT OF, SPILL, CONT T P,4CTOR SHALL RUNOFF TO OU FAL� INTO k�MALL DEPRESSION Lu IA TO TOP SEDIMENT BEFORE CONTINUING INTO ENSURE VOLUME CAPACITY IS 10% LAROE� THAN THE SEDIMENT W.IN's DI c THE MAXIMUM VOLUME OF STORED FUEL. Lu uj Lu 30 SCALE BOU IN FEET EXISTING SEDIMENT BASIN TIMING NOTES: SHEET NO. 1. THE EXISTING SEDIMENT BASIN SHALL REMAIN FUNCTIONAL AS LONG AS 4A POSSIBLE AND SHALL NOT BE REMOVED WITHOUT THE PRIOR ESC Sediment Basin #1 Design OF DA SEDIMENT BASIN #1 DETAIL NUN- 11 SPILLWAY IDE TO 'REST OF EERGEW_� H 0 POSED VDOT STO. E ITHOUT SPUWAY 0 ELEV,=372.00', TYP. WIDE 2� EEPVDOTCL.Ai, EC-i RIPRAP CHANNEL OUTFALL. SCALE 1 =30' drainage area (acres) 8.40 DESIGN HIGH WATER RIP FILTER RAP TO CHANNEL TO HAVE GEOTFXTILE (25-YR. STORM ELEV.) basin volumes: (using 2' contour intervals) I —FABRIC UNDERLAYMENT. -L. III RCP elevation (ft) contour area (sf) volume (cy) ------- t 103 "t C.-COTT R. COLLINS�4 FASER CREST IRY STORAGE PROPOSED VDOT STD. E' STAN DPIPE wl TRASH RACK SHALL 360.00 2281 0 W-.1 W1 50' U Lie. No. 035791 01 WIDE PO� SERVE AS THE RISER STRUCTURE. 362.00 3617 216.6 LONG j.3'WIDE, z'DEEPVDOTCL.k, RISER STRUCTURE SHALL HAVE A ' WET SIORAGE EC-i R I IPRAP CHANNEL OUTFALL. RIPRAF tGROLIND RO 541.9 PROPOSED SAFETY, FENCE, . Kim ELEVATION=369.5o'. SEDIMENT 364.00 5215 W I , -�` TO CHANNEL TO HAVE GECITEXTILI ifqkALL�SiGNS -�WARNIN BUFF 366.00 7063 994.9 C UNDERLAYMENT. 370RAGE EDVIED 368-00 9144 1593.5 5EUMEW ILENQUT ONT BE PLUGGED AN D REPLACED WITH BASIN DEWATERING ORIFICE SHALL P WET ORIFICES DETA] LED ON THE SWM 370.00 11310 2349,6 TO 3� C�Yj ACR PLAN AT THE TIME THE SEDIMENT 372-00 14W 3304.8 PROP95EL) 1I3a-D1VI:-R51UN... BASIN IS CONVERTED TO A 41 CONTRACTOR SHALL,ENSURE__ �_—EXISTING STREAM TREE D 2 PF�QTE OF DISTURBANCE,i� I VVIRE' TP PERMANENT SWM FACILITY. TO -,,.,,._,POSrTIVE SLOPE IS MAINTAINED. wet storage: PREVENT FLOTATION THE RISER 563 design high water (ft) 370.50 w/-VIRE .... .. BEK bHALI_IJL��Ifkb11_L/_tUA, i r�� -- ----- BASE AND BARREL CONNECTION wet storage required (cy) (67*DA) A FIRST STEP I URBANCE. BACKIN BACKI,N dewatering orifice elevation (ft) 364�09 top of dam (ft) 372.00 SHALL BE FIRMLY EMBEDDED 6 563 top width of dam (ft) 10.0 INTO AN i8" THICK CONCRETE wet storage promded at this elevation (cy) FOUNDATION THAT IS 04', AND D ID available volume before cleanout (cy) (min. 34DA) 286 bottom of basin (ft) 360.00 ,OJECT x64 typ BUR,IED BELOW GROUND. cleanOLit elevation (ft) 362.40 approx. bottom dimensions: 41' distance from cleanout to orifice (ft) (> V) 1.69 upstream face slope: 3-1 and 5:1 i -A Idownstream face slope: 3:1 Ary _jt9rae: Z Z Z dry storage required (cy) (67'DA) 563 baff les: YES LU LU LU 369i50 length of flow, L (ft) 100 r k principle spillway crest (ft) F LES k 1598 effective width, We (ft) 0 0 0 14 U dry storage provided at this elevation (cy) 121 U U 3EE\SHT. 3 36m R Z Dewatering orifice diameter (in) 6.0 L We (baffles not required if > 2) 0.8 INV OUT '64-001 CL. III RCP Al 6 4.1 36 0 Four dewatering flexible tubings 8.0 Z diameters equivalent (in) (orifice+2") collars: YE�3 0 0 0 Os� 0.45 3:1 and 5-1 C (use 0.45 for bare earth) slope of upstream face (Z 1) In V) 0� Q� depth of ater at spillway crest (ft) 9.50 runoff-, PROP DJ_ _T_ I 1 1 slope of barrel (Sb) O�50% 3E DIVIDE (TYP.) LU LLI W OLO GROUND ROAD tc (min) Q 2yr rl 11 REA OF THE 30��LDE I15.1 length of barrel in saturated zone (Ls) 67.9 I 2yr 4.0 FUR, L 2 I 25yr 5.8 Q 25y, 24.1 number collars required BUFFER WITHIN THE ;;Z < < dimension of (permaent concrete) collars 5.4'x5.4' LIMITS OF DISTURBANCE SHALL BE REFORESTED LU U_j LU INSTALL SIGNS "WARNING Qrincir)Ie spillw�!y.- CE, NF FEN -1 IT available head (ft) 1.00 emergency spillway: YES RVED STk j'� 0 0 0 CK SAND, KEEP OUT" E LU LU LU Ln U) m -0p) (cfs) 0�0 -=; k I T r P,-) di eter riser (in) 36 required capacity (Q25 1-7 01jillway capacity, Op (cfs) 24.1 bottom width (ft) 45 > > > LU LU LU diameter trash rack (in) 54 slope of exist channel (fVft) 3' LU 11 IbE 10, P P IS barrel length (ft) 144.85 minimum length of exit channel (ft) IOSED FLATVDOTCLASSAI COARSE GRASS LINED head on barrel through embankment (ft) 6.5 crest of spillway (ft) 370 50 IEGATE OUTLET PROTECTION W/ GEOTEX I ILE; SPILLWAY CREST R FABRIC UNDERLAYMENT & VDOT STD. diameter of barrel (in) 15 ELEV. �0.50 PC (L=30', W1=3.75% W2=11', D=9" MIN, 0 APPROVED LEVEL SPREADER LS-10, IPOS FLAT TIC—L&S5 Al C64SC LONGER NECESSARY WITH THIS UNDER WPO201800013, IS NO ..... ... ...... COINCII 0 PLAN's PROPOSED IMPROVEMENTS, )ES WITHjfkE 2 AGGREGAT E OUTLET PROT LIMITS'O­F DISTURBANCE VDO I�9i PRO POSED WALLS. MAXIMUM REQUIREMENT FOR THE INSTALLATION N THIS PLAN PROPOSES TO REMOVE THE ........ FILTER FABRIC UNDERLAYMENT &VDO1 \T ECTION w/ GEOTEXTILE' fIDE BOFFHISTORIC HPUSE MIN) WALL HEIGHT=6', SEE OF LEVEL SPREADER LS-10. ... ... PROP05EDRIPRAPTO EXTENDTO STREZ EW-1PC (L=30', WI=3.75', W2=11', 0=9 LL T E BLOCK BB FINAL SITE PLAN FOR RE LLJ ON DISTURB THE STREAM AND W rs! '-PROTECTI BANKS, AS SHOWN. CONTRACTOR SHALL NOT WALL ELEVATIONS AND DETAILS. ETLANDS_- ...... 00 ........... I(> T-i < 20' 3; LEGEND ...... PROPOSED WALLS. MAXIMUM TRACTOR SHALL INSTALL THE RETAINING CON WALL HEIGHT=6', SEE BROOKHILI_,., P5 WALLS OPERATIONS. THE RETAINING WALLS SHALL BE IN THIS LOCATION DURING FINAL GRADING a IBLOCK 8B FINAL SITE PLAN FOR' PROPERTY LINE WALL ELEVATIONS AND DETAILS. IAT THE END OF EACH DAY UNTIL FINAL GRADES PROPERTY BUFFER LINE I I \ . 1. LOCATED ABOVE THE FILL TEMPORARY ELEVATION IARE ACHIEVED. ..... .. .... E iLIMITS OF DISTURBANC ......... GE DIVID� MP.) P I6 HE 4AGE TO SB L L9 AREA' F T 30- W E POLO GROUND ROAD DRAINAGE DIVIDE C") 8�.40 ac ........ BUFFER WITHIN THE OF DISTURBANCE cri SHALL BE REFORESTED .. .......... III I\ —EXISTING R VtUtIAIiVN -cry!".1)" A LJL Z f 20' WIDE HISTORIC"'� LIMITS OFDISURBANCE (TYP.) HOUSEBVFF�R LIMITS OF DISTURBANCE COINCIDES WITH THE 20' ....... 04 PROJECT BOUNDARY (TYP -------- WIDE HISTORJ�C Ho _USE FER IN THIS 4kEA BUF 41 PROPOSED WALLS. MAXIMUM WALL HEIGHT=6', SEE BROOKHILL PROJECT LIMITS TREE- Ir r% BLOCK 8B FINAL SITE PLAN FOR PROT�&_ION WALL ELEVATIONS AND DETAILS. Uj MAXIMUM WALL HEIGHT�4', I............ SEE BROOKHILL BLOCK 8B FINAL SITE PLAN FOR WALL U ELEVATIONS AND DETAILS. 1\ __-�DC) iLU iL9 .......... 7 ........ 0 LU PRR 0 E�PH&E­III �ONI� i-RACT0ft-,-- TAGI-NRAREA Ico 1.1141tS OF DI�I­URB"CE IIII PHME-II1 �(?,CATI�0 r IIIdF PIORTA-rOTT-JES' II -A OPOSED LIMITS _�HASiIII.L�CATTO­ -15cyDU�nIt,;K-- ANC II Uq :E YIJ'� r < L ------- - WALLS. U) LU M IMUM WALL HEIGHI=4 AX ISEE BROOKHILL BLOCK,813 F LE ILLJ CONTRACTOR r FINAL SITE PLAN FOR WALL -$HALL INSTALL THE RETAININ,,3 ELEVATIONS AND DETAILS. -DUR146 FINAL -GRADING-- LLI IS OCATION 0� V) INING"WALLS.-SHALL"'BE _OPERATIONS. THE RETAI --------- ED-ABOV5'YHE L _fjLL /TEMPORARY ELEVATION DRAINAGE DIVIDE AT THE-,END-OF'EACH DAY.-UNTI L: FINAL GRADES IIP - ----- ARE K61EVED.-­ wl WIRE I( BACKING\ ------ F_ CL C . ... . OCATION OF C FUELING AREA EXISTING -STORM-SEWERT0 BE -RE�ROUTED ALONG STELLA LANE THE LU PROJETI'�BCUNDARY (TYP,) -INTO-THE EXISTING---- .........-OUTEALL PIPE __EDIMENT BASIN SHALL BE REMOVED ATtHE TIME OF ITS-177 -INq-AND­­`__ -AFER,T Ht,REROUTIr4G 00 THE� CONTRACTOR SHALL INSTALL A R/W 7 Co DIVERSION -STORM-SEVER. . .. ... ACROSS THE CONSTRUCTION ENTRANCE. CE STELLA-LANE IVV RUNOFF TO OUTFALL INTO A DOWNSTREAM INLET PROTECTION BEFORE CONTINUING INTO THE CD ;;1Z ------ 777:�:, > SEDIMENT BASIN FOR ADDITIONAL TREATMENT. r - --- ----- - I. . ..... ... -C PROPOSED PHASE III PAVED (L CONSTRUCTION ENTRANCE CE (12'x7O' MIN.) w/ WASH RACK & DOWN GRADIENT DIVERSION & SEDIMENT BASIN 40 LU 000 LLI LU 0 0 n I U) IJOB NO. 182150 ------ ------- CALE GRAPHIC S '40 40 80 Go ...... 20 0, SCALE 1 =40' "IN FEET 1 inchN= 40 ft. SHEEr NO. 5 PRE-DEVELOPMENTSWM PLAN: //,,General Construction piotep fQ[ Sio[mwater Management Plaas STORMWATER MANAGEMENT NARRATIVE: Proposed Impervious Area Summary POST-DEVELOPMENTSWM PLAN., Ap'proved Outfall POI-11 Analysis / . SCALE 1 iti=60' /� 1. All dams and constructed fill to be within 95% of maximum dry SCALE 1�--60' H 0 4,1 Al, WATER QUALITY V density and 2% of optimum moisture content. All fill material to OVERVIEW: '4� 1-year 2-year 10-year / I ", Z: 1� 54,500 sf 4, be approved by a geotechnical engineer. A geotechnical engineer is THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS PROVIDED TO Proposed Roadway LAN 1 12.11 26.42 84.09 A MITIGATE THE IMPACTS FROM THE PROPOSED IMPROVEMENTS. THE STORMWATER MANAGEMENT P r to be present during construction of dams. EXISTING (CfS) Proposed Sidewalk 12,450 sf DEVELOPED (CfS) 4,54 8.08 35.13 Proposed Buildings 66,925 sf COMPLIES WITH PART IIB SWM REQUIREMENTS. 2. Pipe and riser joints are to be watertight within stormwater management facilities. SCOTT co 1� ...... WATER QUALITY SUMMARY 5.95 ............. 3. For temporary sediment traps or basins which are to be converted Proposed Driveways 17,425 sf to permanent stormwater management facilities; conversion is not THE STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT ARE MET THROUGH THE USE OF THE Q ALLOWED MS) r-) Lic. No. 035791,��, BEST MANAGEMENT PRACTICES OF A LEVEL It WET POND AND THE PURCHASING OF NUTRIENT CREDITS. THE <- Maximum Additional Flows Allowed to POI-11 per the to take place until the site is stabilized, and permission has been Stella Road Pavement & Sidewalk 11,1 /A 00 Sf THE Water Quantity Credit, cfs 1.41 18.34 48.96 Z xi�, obtained from the County erosion control inspector. PROPOSED DEVELOPMENT REQUIRES AN OVERALL PHOSPHOROUS REMOVAL RATE OF 6.74 lbs/yr AND Approved WPO 201800051 plans. 162,400 sf LEVEL II WET POND PROVIDES A PHOSPHOROUS REMOVAL RATE OF 5.91 lbs/yr. THE REMAINING BALANCE 7 Q Y OF 0.83 lbs/yr 4YI0 1' 260 4 WILL BE MITIGATED THROUGH THE PURCHASING OF NUTRIENT CREDITS. /'A NAL L `47 y IN ACCORDANCE WITH COUNTY ENGINEERING DIRECTION, THE IMPERVIOUS AREAS FROM STELLA LANE A RE Additional Flows to POI-11 From Subarea C Al ASSUMED TO BE ZERO IN THE PRE -DEVELOPMENT ANALYSES FOR BOTH WATER QUALITY AND QUANTITY, LL BUT ARE ACCOUNTED FOR IN THE POST- D EVELOPM ENT ANALYSES. <- Proposed Subarea C additional flows to POI-11 do not //a 0.83 1.17 1 QUALITY COMPUTATIONS Proposed Subarea C, cfs 2.18 exceed the approved f lows credits listed above and in M�l ALSO IN ACCORDANCE WITH COUNTY ENGINEERING DIRECTION, THE VRRM WATER TAKE STELLA LANE's AREAS INTO CONSIDERATION. (PLEASE NOTE, THE VRRM 'SITE' LAND COVER IS WPO 201800051 for MS-19 & Energy Balance Compliance. C CONSEQUENTLY DEFINED BY THE PROPOSED LIMITS OF DISTURBANCE PLUS THIS PORTION OF STELLA LANE.) PLEASE ALSO NOTE, THE OFFSITE AREAS NOT BEING DEVELOPED IN THE VICINITY OF THE HISTORIC -WIDE INDUSTRY STANDARD A THESE Flood protection was approved underWPO 201800051 by conveyingrunoff inan adequate channe HOME ARE NOT PART OF THE VRRM ISITE'AREAS. THIS 15 A STATE S I (pipes culvert) to 0,X AREAS ARE NOT PART OF THIS PROJECT. ADDITIONALLY, TO ENSURE A CONSERVATIVE / COMPLIANT PLAN, a ma pped f loodplain. Cha nnel protectio n was a pproved under WPO 201800051 via Energy Ba la nce requirements. I n THE OFFSITE AREAS NOT BEING DEVELOPED NEAR THE HISTORIC HOME ARE OMITTED FROM THE'DA A' '3- -"`i accordance with the approved WPO 201800051 plans, there is a 1 yr., 2 yr. and 10 WATER QUALITY CALCULATIONS. THIS IS A CONSERVATIVE DESIGN BECAUSE EVEN THOUGH THE WET POND In �n U) year detenion overage for water TREATS THE UPLAND OFFSITE AREAS IN REALITY, IT WOULD FALSELY GENERATE A HIGHER PHOSPHOROUS Z Z Z X quantity compliance. Please see above for the water quantity overages credits. "zi;,"s REMOVAL CREDIT IN THE CALCULATIONS SINCE IT WOULD TAKE CREDIT FOR AREAS IN ITS WATERSHED ff LU UJ LIJ N THE THAT ARE OUTSIDE THE SCOPE OF THIS PROJECT. THESE OFFSITE AREAS WERE ACCOUNTED FOR I rI 112 §x 0 0 0 WATERSHED SUMMARY ITY ANALYSES. WATER QUANT r U U U Z WATER QUANTITY SUMMARY TY 1-yearFlow, 2-yearFlow, 10-yearFlow, SUBAREAS A& BAND SUBAREA C MEET MINIMUM STORMWATER QUANTr REQUIREMENTS. CN Area, a c, cfs cfs CfS 0 0 0 THE PROPOSED DEVELOPMENT, WHICH IS MOSTLY ENCOMPASSED WITHIN SUBAREAS A & B, OUTFALLS U PROPOSED LEVEL 11 WET POND (SUBAREA A) WAS DA A (Pre-Dev 6.13 1.39 3.16 11.06 IMMEDIATELY UPLAND OF AN EXISTING CHANNEL. A U) co LU LU LU UJ _J _J CONSERVATIVELY DESIGNED ASSUMING THE PROPOSED UNDERGROUND DETENTION SYSTEM (SUBAREA B) 2.16 0.34 0.96 3.77 IS CLOGGED. THIS CONSERVATIVE DESIGN PROVIDES A FACTOR OF SAFETY FURTHER CEMENTS THE Z < < < < 0 56.7 DA B (Pre-Dev.) 58.6 PLAN's COMPLIANCE. CHANNEL AND FLOOD PROTECTION REQUIREMENTS SET FORTH IN 9 VAC 25-870-66 58.1 &29 1.73 4.12 14.83 ARE MET. PLEASE SEE THE ATTACHED STORMWATER MANAGEMENT CALCULA71ONS PACKET FOR ADDITIONAL DETAILS. < LU LU LU CN Area, ac. THE MODIFICATIONS TO THE STORM SEWER STRUCTURES ALONG STELLA LANE (SUBAREA C) WERE ALSO a- CL CL ANALYZED FOR 9 VAC 25-870-66 STORMWATER QUANTITY COMPLIANCE. IN ACCORDANCE WITH THE .......... cfs cfs cfS 4W 4TV4� 1-yearFlow, 2-yearFlow, 10-yearFlow, 'y C, r LU LU LU -DEVELOPMENT FLOWS (Q developed) AT V) V) V) UJ APPROVED WPO 201800051 PLANS, STELLA LANE's PEAK POST -D DA A (Post ev.) 76.4 6.97 0.31 2.14 11.03 > > > DA B POINT OF INTEREST-11, OR POI-11, ARE SUBSTANTIALLY BELOW THE MAXIMUM ALLOWABLE FLOWS (Q LU LU LU 76.6 8.29 0.31 2.14 11.03 ALLOWS FOR MINOR ADDITIONAL RUNOFF (SUBAREA C) TO OUTFALL TO IT WITHOUT NEGATING THE 1.32 77.3 (Post-Dev.) allowed). THE APPROVED WPO 201800051 CALCULATIONS SHOW AN OVER DETENTION FOR POI-11, WHICH 4, 1C -11 FROM APPROVED MS-19 & ENERGY BALANCE CALCULATIONS. THE MINOR INCREASE IN RUNOFF TO POI ged UGD X-4 NOTE: Wet Pond Routing Calcs (For Quantity Compliance) Conservatively Assume a Clog THIS PLAN / SUBAREA C, WHEN ADDED WETH THE APPROVED WPO 201800051 POST- DEVELOPMENT FLOWS /�y (Q developed), CONTINUES TO REMAIN BELOW THE APPROVED MAXIMUM ALLOWED (Q allowed) FOR POI-11. ...... A' for DA B where flows are bypassed directly into the pond. 'PLEASE SEE THE ATTACHED CALCULATIONS & WPO 201800051 FOR FURTHER DETAILS. PLEASE ALSO SEE 4W ITIONAL COMPLIANCE DETAILS AND THE TABLES AND NOTES BENEATH THE TABLES ON THIS SHEET FOR ADD f ff SUMMARIES. 44, 4F _'4 RY IS�,� RY I I- �r" � , �41r­ 010 4F '1111111, 'BOUNDA THE VRRM WATER QUALITY CALCULATIONS' BOUNDA DEFINED -ay �E ESC LIMITS OF DISTURBANCE (AS SH( THE VRRM WATER QUALITY CALCULATIONS DEFINED.-5y :)WN BY/ - THE LINE) + THE PORTION -OF STELLA LANE DRAINING TO TffE _TH� ESC LIMITS OF DISTURBANCE (AS SHOWN THE LINE) + THE PORTI -OF STELLA LANE DRAINING TO THE 100' OF IRLAND 1DO' OF OVERLA 00 M PROPOSED POND (AS SHOW -RE-DOT- HAT -PORTION -DOT- HATCHED -PORTION OW wl A ELEV.-T, F A'ELEV­5', PROPOSED POND (AS SHOWN BY fHE DNC. FLOW Ol IOU NI-T rLVT1 ____OF STELLA LANE). THIS ENSURES WATER QUALITY IS ly N BYT -CHED Z 1 70 F-STELLA LANE). THIS ENSURES WATER QUALITY IS Lu CO A ELEV.:1,:19* & _iF5RTHE-DISTURBED LAND, AS WELL AS THE- OF PROVIDED 1�611 THE -DISTURBED LAND, AS WELL AS TH ow O� CHANNEL FLO� I/ _" , 5 STELLA LANE DRaKING-TO-T C) Go -I HE_WETPb�D. PORTION PORTION OF STELLA LANE DR4INING­TO­THE_wEr-P­­ND ....... ---(PLEASE N�QIE, STELLKLANE's IMPERVIOUS AREAS Al A .__:Z1NCLUDED_IN. THE--POST-=DEVELOPMEN 'A RE-- HE MENT"S TE.) . ...... -TO- BE -PR 4w ASSUMED ZERO IN 4W )FFsrrE AREAS rT BEING DEVELOPED A E RT T 4ELOPED ARE NOT PAR1 ITE AREAS 11F IF, VRRM 'SITE .. ..... 40"TH ------- ASTATJE-W DE" OF, H �_,VRRM !SITE- AREAS..-fHI S/I9 A STATE -WIDE IN STRYPRAMC-- E�A R CONSERVATIVE COMPLIANT PLAN, T EAS A E, IOUSTRY PRACTICE. A91DIIONA LY,,TO ENSU iE A� CON 'KE Of FSIT-E r,,­�'NOT BEING DEVELO_PED ARE OMIT7ElD FROM TH E;Di ,-�]NOT 13EING DEVELOPED ARE OMITTED FROM THE !DA A' SERVATiVE COMPLIANT P.P.I., SITE AREAS SUBAREA A 13 A CPNSERVATI E WATER QUALM CALCULATIONS. T�IS I§ WA�ER QUALIT TH0 G POND TRI CY) Jim M �bND TRIE�78 Y CAL:CULATIO 4S. T IS IS CONSEkVP6`1y6 L9 DESIGN BECAUSE EVENTHO ..... i AREA!�'�N R6ALITi, IT`WO6Ll5 WOULD =018 hrs THE-0LAND OFFSIE AREAS'JN ND OFFSr 1km N r �R6ALM, IT THE-U TC IOVAL/ cle) 6SPHOIROUS RE F F�ELY GENERATE A HIGHER PHOSPHPROJUS REMOVAL/ ,-/ ATE A HIGHERIPH AL§ELY GENER CREDIT IN THE CAL;:ULATIONS SIP CREDIT IP�_THE CA�CULATIONS SINCE rTWOULD/fA�E 4CEiiIT/i1OUD/T'AKE CY5 ICREDIT F016ARE�S­40T ASSOCIATED WITH THIS PRDJECr., FOR IN THE WATER-UANTITY ANALYSIS CREDIT-FORAREi��NOTASSO(:IATEbWl-rHTHIS/PROJE NOTE, THESE,OFFSITE,AREAS/WERE AqCO�NTEP 'y �PLEA§`E NOTE, THESE,OFFSITE,AREAS,, ERE ACCOYNTF-D FOR IN THE WATER -`QUANTITY ANMILT -W IF ...... co —7- A c CL C:) t 10-0 OF 0 15W"OF CONC, F LOW 'W/_� �EL;K 0') 2""'SUBAREA B W/ _.�OW t.32 ac. 1V OF CHANWL FLOW V CN=77.3 SUBAREA C DIR�C`I­ED AREA %-:7-0.16 hrs I ts� LIM] 0.40 ac. 9PE CN=�81.7 B�kREA C Tc=O�10 hr AEDIRE�TED, TH P 0EAO LU SUB AR EE 6A3 ac, IN' 586 7, FOR POI UJ 4f 1�01 IiiiIED W,,,PO 2018000511 EA A rMLL If THIS Z Z \,Tc= 100' OF O�ERUkM) 40, ------- )w 32 UJ f 4f PPROVE'D�StdiRIM %AJ )R�PosiED/ S;EWE� 0 NDER,SUB GEE 0 1700117 TO BE GREENTAY, TYP :�Z7 / 7-,;, / AREA B L9 RECONFIG�IJREI��­,. 6 1-4 CNR756-7-- 201,700�1171TO.l REMAIN'. C f LU 0 0 J7 .......... ........ . 0 Awl" -7r, V 0 APPROVED WET -POND Ul 1 LM BE RjRdPOS�E[ ND REMOVED LU .............. r,;ENTION SYSTEIVIO PROYlDE' IUJ LANTITY TREATME�NT T LR FORID B THE BEST/MANAGEMEPT I t0 4W CE,OF URCHASI�G NUTRIEN7 U) It qREDITISIWI, �E USED FOR um 0 TREATIlENT. tWATER QUALITY Proposed Impervious Area Summai WATER QUANTITY 1ry (DA A) I Proposed Roadway 42,750 sf F cem . . ........ Proposed Sidewalk 10,275 sf 1 VEL It W�7 POND TO PR9P0 ED LE 54,725 sf I Proposed Buildings Proposed Driveways 14,500 sf r 0 ir-ROVI E STORMWATE CIUALI-I I 7 :ATM > Histo 1,300 sf C) PROPOSED LEVEL II / -let, CATION OF ric Building '7 'LO Z, I UKI'IVVATEP, QUAN7TY Stella Road Pavement & Sidewalk 11,100 Sf WET POND V� F�EATMENT FOR SUB�REAS, A 1 50 sf 34,6 . ... ... .. Proposed Impervious Area Summary (DA B) Lu 0 0 0 WATER QUANTITY 0 LIJ Proposed Roadway 11,750 sf Lu 0 Proposed Sidewalk 350 sf Proposed Buildings 0 6" 12,200 sf 0, .. . . ........ JOB NO. 0 0_0 0 ... ........ r Proposed Driveways 2,925 sf 0 y 0 0 10 SCALE 0 0 27,225 sf 0 182150 0 y (DA C) Proposed Impervious Area Summar 1 =60' TING, RECEIVING 6X�S APPROVED LEVEL SPREADER LS-10, UNDER CHANNEL (PkOTE&ED) BELOW -WP0201800013, IS NO LONGER NECESSAF�Y�LWITH 0 S 2,125 sf THIS'PLAN -WP0201800013, IS NO LONGER NECESSAkY'NWITH )1__1 N APPROVED LEVEL SPREADER LS-10, UNDER WATER QUANTITY FACILItY OUTFALL--IS USED FOR.- . ...... SHEET NO. Stella Road Sidewalk 7,6 R 'P Q�ANTITY-,POINT OF ANALYSIS', tella Road Pavement Tki�PLAN's PROPOSED IMPROVEMENTS. THIS'PLAN's PROPOSED IMPROVEMENTS. THIS'PLA P io 25 sf -C 9,750 sf THE INSTALLAt THE INSTALLATION_-,�OF LEVEL SPREADER LS-10- 0 ROP68ES TO REMOVE THE REQUIREMENT FOR PROPOSES TO REMOVE THE REQUIREMENT FO 7� rON60F LEVEL SPREADER LS WET POND CONSTRUCTION NOTES: FACILITY PLANTING SPECIFICATIONS: 1. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A VEGETATIVE COVERAGE IN THE POND AND ITS BUFFER. 2. THE CONTRACTOR SHALL ALSO INSTALLTHE WETLAND SHELF AND AQUATIC BENCH PLANTINGS, AS REQUIRED, AND USE NUTRIENT RICH SOIL IN THESE AREAS TO PROMOTE HEALTHY GROWTH AND ROOT DEVELOPMENT. 3. PLANT SELECTION SHALL PROMOTE DIVERSE WILDLIFE AND WATERFOWL USE WITHIN THE STORMWATER WETLAND, AQUATIC BENCH AND BUFFERS. 4. WOODY VEGETATION MAY NOT BE PLANTED OR ALLOWED TO GROW WITHIN 15 FEET OF THE TOE OF THE EMBANKMENT NOR WITHIN 25 FEET FROM THE PRINCIPAL SPILLWAY STRUCTURE. S. A VEGETATED BUFFER SHALL BE PROVIDED THAT EXTENDS AT LEAST 25 FEET OUTWARD FROM THE MAXIMUM WATER SURFACE ELEVATION OF THE WET POND. PERMANENT STRUCTURES (E.G., BUILDINGS) SHALL NOT BE CONSTRUCTED WITHIN THE BUFFER AREA. EXISTING TREES SHALL BE PRESERVED IN THE BUFFER AREA DURING CONSTRUCTION IF POSSIBLE. 6. THE SOILS IN THE STORMWATER BUFFER AREA ARE OFTEN SEVERELY COMPACTED DURING THE CONSTRUCTION PROCESS, TO ENSURE STABILITY. THE DENSITY OF THESE COMPACTED SOILS CAN BE SO GREAT THAT IT EFFECTIVELY PREVENTS ROOT PENETRATION AND, THEREFORE, MAY LEAD TO PREMATURE MORTALITY OR LOSS OF VIGOR. AS A RULE OF THUMB, PLANTING HOLES SHALL BE THREE TIMES DEEPER AND WIDER THAN THE DIAMETER OF THE ROOT BALL FOR BALL -AND -BURLAP STOCK, AND FIVE TIMES DEEPER AND WIDER FOR CONTAINER -GROWN STOCK. 7. AVOID SPECIES THAT REQUIRE FULL SHADE, OR ARE PRONE TO WIND DAMAGE. EXTRA MULCHING AROUND THE BASE OF TREES AND SHRUBS IS STRONGLY RECOMMENDED AS A MEANS OF CONSERVING MOISTURE AND SUPPRESSING WEEDS, CONTRACTOR REQUIREMENTS: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK COVERED UNDER THESE PLANS. 2. LANDSCAPE CONTRACTOR SHALL REFER TO THE STANDARDIZED LANDSCAPE SPECIFICATIONS FOR THE STATE OF VIRGINIA FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL ABIDE BY ITS CONTENTS; HOWEVER ANY NOTES OR SPECIFICATIONS ON THE PLANS SHALL SUPERSEDE THOSE OUTLINED IN THE SPECIFICATIONS MANUAL (COPIES ARE AVAILABLE FOR A FEE FROM THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, VIRGINIA NURSERYMEN'S ASSOCIATION, INC. AND THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS), 3. ALL PLANT MATERIAL SHALL MEET THE MINIMUM SPECIFICATIONS AND STANDARDS DESCRIBED IN THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, 1250STREET, NW, SUITE 500, WASHINGTON, DC 20005. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE DESIGNER OF ANY VARIANCE FROM THE PLAN. S. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ANY ONSITE UTILITIES (CALL MISS UTILITY 1-800-552-7001 BEFORE ANY EXCAVATION). 6. REFER TO THE APPROVED CONSTRUCTION PLANS FOR ANY DETAILED SITE INFORMATION. 7. ALL WORK SHALL BE COORDINATED WITH OTHER PARTIES. 8. PLANTS WILL BE PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT CAUSE DAMAGE TO THE BARK, BUDS, BRANCHES, STEMS, OR OVERALL SHAPE OF THE STOCK. CONTAINER GROWN PLANTS WILL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY HAVE BEEN GROWN. 9. ALL PLANT MATERIAL, UNLESS OTHERWISE SPECIFIED, SHALL BE UNIFORMLY BRANCHED AND HAVE A VIGOROUS ROOT SYSTEM. PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE FROM DEFECTS , DECAY DISEASES INSEC T PEST EGGS AND ALL FORMS OF INFESTATION. ALL PLANT MATERIAL SHALL BE FRESH, FREE FROM TRANSPLANT SHOCK OR VISIBLE WILT. PLANTS DEEMED UNHEALTHY WILL BE REJECTED. 10.ALL CONTAINER STOCK SHALL HAVE BEEN PROPAGATED IN A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE SUFFICIENTLY TO HOLD ITS SOIL. CONTAINER STOCK WITH POORLY DEVELOPED ROOT SYSTEMS WILL NOT BE ACCEPTED. 11.PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL ON SITE SHALL BE STORED AND PROTECTED BY THE CONTAINER. OUTSIDE STORAGE AREAS WILL BE SHADED AND PROTECTED FROM THE WIND AND SUN. PLANTS STORED ON SITE SHALL BE PROTECTED FROM ANY DRYING AT ALL TIMES BY COVERING THE BALLS OR ROOTS WITH MOIST SAWDUST, WET BURLAP, WOOD CHIPS, SHREDDED BARK, PEAT MOSS, OR OTHER SIMILAR MULCHING MATERIAL, 12.THE OWNER RESERVES THE RIGHT TO SUBSTITUTE PLANT MATERIAL TYPE, SIZE AND/OR QUANTITY. ANY SUBSTITUTIONS MUST BE APPROVED BY THE DESIGNER. 13.MINOR FIELD ADJUSTMENTS MAYBE NECESSARY DUE TO SITE CONDITIONS (EX: ROOTBALL AND UTILITY CONFLICT). MAJOR ADJUSTMENTS MUST BE APPROVED BY THE DESIGNER, 14.NO PLANTING SHALL OCCUR WHEN THE SOIL IS FROZEN. 15.PLANT MATERIAL SHALL BE PLACED IN EXISTING SOIL WITH EACH PLANTING PIT EXCAVATED TO A SIZE SUFFICIENT TO CONTAIN THE ENTIRE ROOT BALL OR ROOT MASS, WITHOUT CRAMPING ROOT STOCK. 16.THE CONTRACTOR SHALL MAINTAIN A ONE (1) CALENDAR YEAR 90% CARE AND REPLACEMENT WARRANTY FOR ALL PLANTINGS. THE PERIOD OF CARE AND REPLACEMENT SHALL BEGIN AFTER INSPECTION AND APPROVAL OF THE COMPLETE INSTALLATION OF ALL PLANTS AND CONTINUE FOR ONE CALENDAR YEAR. 17.THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF TRASH AND DEBRIS WITHIN THE LIMITS OF THE PLANTING ON A DAILY BASIS. 18.THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT MATERIALTHAT HAS BEEN DAMAGED BY VANDALISM, FIRE, OR OTHER ACTIVITIES BEYOND THE CONTRACTOR'S CONTROL. FACILITY CONSTRUCTION: 1. THE CONTRACTOR SHALL USE THE WET POND AS AN E&S CONTROL STRUCTURE, IF SHOWN IN THIS MANNER ON THE APPROVED ESC PLANS. IF APPLICABLE, THE WET POND SHALL SERVE AS A SEDIMENT BASIN DURING PROJECT CONSTRUCTION. IF THIS IS DONE, THE VOLUME SHALL BE BASED ON THE MORE STRINGENT SIZING RULE (EROSION AND SEDIMENT CONTROL REQUIREMENT VS. WATER QUALITY TREATMENT REQUIREMENT). INSTALLATION OF THE PERMANENT RISER SHALL BE INITIATED DURING THE CONSTRUCTION PHASE, AND DESIGN ELEVATIONS SHALL BE SET WITH FINAL CLEANOUT OF THE SEDIMENT BASIN AND CONVERSION TO THE POST -CONSTRUCTION WET POND IN MIND. THE BOTTOM ELEVATION OF THE WET POND SHALL BE LOWER THAN THE BOTTOM ELEVATION OF THE TEMPORARY SEDIMENT BASIN. APPROPRIATE PROCEDURES SHALL BE IMPLEMENTED TO PREVENT DISCHARGE OF TURBID WATERS WHEN THE BASIN 15 BEING CONVERTED INTO A WET POND. 2. WET PONDS SHALL ONLY BE CONSTRUCTED AFTER THE CONTRIBUTING DRAINAGE AREA TO THE POND IS COMPLETELY STABILIZED. IF THE PROPOSED POND SITE WILL BE USED AS A SEDIMENT TRAP OR BASIN DURING THE CONSTRUCTION PHASE, THE CONTRACTOR SHALL DE -WATER, DREDGE AND RE -GRADE THE SEDIMENT CONTROL FACILITY TO DESIGN DIMENSIONS AFTER THE ORIGINAL SITE CONSTRUCTION IS COMPLETE. 3. THE CONTRACTOR SHALL ASSEMBLE CONSTRUCTION MATERIALS ON -SITE, MAKING SURE THEY MEET DESIGN SPECIFICATIONS AND ARE PREPARED AT STAGING AREAS WHEN POSSIBLE. 4. THE CONTRACTOR SHALL CLEAR AND STRIP THE PROJECT AREA IF REQUIRED TO THE DESIRED SUB -GRADE. 5. THE CONTRACTOR SHALL INSTALL E&S CONTROLS PRIOR TO CONSTRUCTION, INCLUDING TEMPORARY DE -WATERING DEVICES AND STORMWATER DIVERSION PRACTICES, ALL AREAS SURROUNDING THE POND THAT ARE GRADED OR DENUDED DURING CONSTRUCTION MUST BE PLANTED WITH TURF GRASS, NATIVE PLANTINGS, OR OTHER APPROVED METHODS OF SOIL STABILIZATION. 6. THE CONTRACTOR SHALL ALSO EXCAVATE THE CORE TRENCH AND INSTALLTHE SPILLWAY PIPE. 7. THE RISER AND APPLICABLE OUTFLOW STRUCTURES SHALL BE INSTALLED, AND THE CONTRACTOR SHALL ENSURE THE TOP INVERT OF THE OVERFLOW WEIR IS CONSTRUCTED LEVEL AT THE DESIGN ELEVATION. 8. THE CONTRACTOR SHALL CONSTRUCT THE EMBANKMENTAND ANY INTERNAL BERMS IN 8-TO 12-INCH LIFTS, COMPACTION SHALL BE COMPLETED IN LIFTS WITH APPROPRIATE EQUIPMENT, THE CONTRACTOR SHALL ALSO ADHERE TO THE CLAY LINER SPECIFICATIONS OUTLINED IN TABLE 14.4 BELOW: Table 14. € Clay Lirle-r Specificausll3- t�r� er_L TJ tuEetJi�r1 IJtatt S ' tCr atioii #r Parrla aEbdiLy ASTM D-2434 CmIsnc 1 X tfF Plasticity index of Clay ASTM D-423A24 :6 Not 1P.Gs Man 15 Liquid Limit Oaf Clay A;RTIA D 2216 Not less thaia T) G[ay Particles PassingASTM D-422 ° , Nat less than 30 Cola `Com action I ASTM G-221t 95% caf standard! proctor deTismt �jourca- vlrginla:�jwrmwatei ana rrlet9Ln r.4 ui��� I I��.gj 9. EXCAVATION AND GRADING TO THE APPROPRIATE ELEVATIONS AND DESIRED CONTOURS SHALL BE ACHIEVED FOR THE BOTTOM AND SIDE SLOPES OF THE POND. 10.THE EMERGENCY SPILLWAY SHALL BE CONSTRUCTED IN CUT WHERE POSSIBLE, OR IN STRUCTURALLY STABILIZED SOILS. 11.THE OUTLET PIPES, INCLUDING DOWNSTREAM RIP -RAP APRON PROTECTION, SHALL BE INSTALLED. 12.EXPOSED SOILS SHALL BE STABILIZED WITH TEMPORARY SEED MIXTURES APPROPRIATE FOR THE POND BUFFER. ALL AREAS ABOVE THE NORMAL POOL ELEVATION SHALL BE PERMANENTL Y STABILIZED BY HYDROSEEDING OR SE EDING OVER STRAW. 13.THE POND BUFFER AREA SHALL BE PLANTED WITH A VEGETATIVE GROUND COVER AND THE CONTRACTOR SHALL THEN INSTALLTHE APPROPRIATE BASIN LANDSCAPING IN ACCORDANCE WITH THE APPROVED PLANS. 14.ALL CONSTRUCTION SHALL ADHERE TO THE VIRGINIA DEQ POST CONSTRUCTION BMP CLEARINGHOUSE REQUIREMENTS SET FORTH IN DESIGN SPECIFICATION NUMBER 14. FACILITY MAINTENANCE: MAINTENANCE OF THE WET POND(S) IS DRIVEN BY ANNUAL INSPECTIONS THAT EVALUATE THE CONDITION AND PERFORMANCE OF THE POND. DURING THESE INSPECTIONS THE FOLLOWING TASKS SHALL BE PERFORMED BY THE CONTRACTOR IN THE FIRST YEAR FOLLOWING INSTALLATION, AND THE OWNER THEREAFTER: 1. MEASURE SEDIMENT ACCUMULATION LEVELS IN THE FOREBAY, 1. MONITOR THE GROWTH OF WETLANDS, TREES AND SHRUBS PLANTED, AS APPLICABLE, RECORD THE SPECIES AND THEIR APPROXIMATE COVERAGE, AND NOTE THE PRESENCE OF ANY INVASIVE PLANT SPECIES, AS APPLICABLE. 2. INSPECT THE CONDITION OF STORMWATER INLETS TO THE POND FOR MATERIAL DAMAGE, EROSION OR UNDERCUTTING. 3. INSPECTTHE BANKS OF UPSTREAM AND DOWNSTREAM CHANNELS FOR EVIDENCE OF SLOUGHING, ANIMAL BURROWS, BOGGY AREAS, WOODY GROWTH, OR GULLY EROSION THAT MAY UNDERMINE EMBANKMENT INTEGRITY. 4. INSPECT POND OUTFALL CHANNEL FOR EROSION, UNDERCUTTING, RIP -RAP DISPLACEMENT, WOODY GROWTH, ETC. 5. INSPECT CONDITION OF PRINCIPAL SPILLWAY AND RISER FOR EVIDENCE OF SPALLING, JOINT FAILURE, LEAKAGE, CORROSION OR OTHER FAILURES. 6. INSPECT CONDITION OF ALLTRASH RACKS OR FLASH BOARD RISERS FOR EVIDENCE OF CLOGGING, LEAKAGE, DEBRIS ACCUMULATION OR OTHER FAILURES. 7. INSPECT MAINTENANCE ACCESS TO ENSURE IT IS FREE OF WOODY VEGETATION, AND CHECK TO SEE WHETHER VALVES, MANHOLES AND LOCKS CAN BE OPENED AND OPERATED. 8. INSPECT INTERNAL AND EXTERNAL SIDE SLOPES OF THE POND FOR EVIDENCE OF SPARSE VEGETATIVE COVER, EROSION, OR SLUMPING, AND MAKE NEEDED REPAIRS IMMEDIATELY. 9. REPAIR AND REPLACE AS NECESSARY. 10.PLEASE SE UTLINED ABOVE: Tabf- 14.6. Typical Wei F't?Iid Mamrenance Tasks grad F.requen cy voce a yea r1Aowns Orarierlyorafter Major slrrrtus Rernove debris and blockages (h t inch of rainfall); ■ :Reir paundercut, erodad, and bare soil areas e Mavdlrocl Twice a Year ■ .Shcsrelme cleanup to rerrz va trash, debris and t}r1�1:�111e~�: A full maintenance inspection Annually OpG up the rti oPr to azcess and tact tote valve-s a Repair broken rnecttamcal eompuanents, if neede Or -*time -during the + Fund yttfier ri a4u ell ti TalnfOr ertTertt �fal�tirl s seitofld- year fgJl ydnu constfuction Feuebay Sediment R-ernaV21 Every 5 to 7 Years Repair ptpes. thi; dsnr andspillway, as needed From 5- to 25 years FACILITY INSPECTION: MULTIPLE INSPECTIONS ARE CRITICAL TO ENSURE THE BASIN(S) ARE PROPERLY CONSTRUCTED. BECAUSE THE TIMING OF THE INSTALLATION IS DICTATED BY THE CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE ENGINEER AND INSPECTOR PRIOR TO INSTALLATION. MULTIPLE SITE VISITS AND INSPECTIONS ARE REQUIRED TO BE SCHEDULED BY THE CONTRACTOR, WITH THE ENGINEER AND INSPECTOR, DURING THE FOLLOWING STAGES OF THE EXTENDED DETENTION BASIN'S CONSTRUCTION PROCESS: 1. PRE -CONSTRUCTION MEETING 2. INITIALSITE PREPARATION (INCLUDING INSTALLATION OF PROJECT E&S CONTROLS) 3. EXCAVATION/GRADING (E.G., INTERIM/FINAL ELEVATIONS) 4. WET POND INSTALLATION (E.G., INTERIM AND FINAL ELEVATIONS) S. INSTALLATION OF THE EMBANKMENT, THE RISER/PRIMARY SPILLWAY, AND THE OUTLET STRUCTURE(S). 6. PLANTING AND VEGETATIVE STABILIZATION PHASE (WITH AN EXPERIENCED LANDSCAPE ARCHITECT PRESENT) 7. FINAL INSPECTION (DEVELOP A PUNCH LIST FOR FACILITY ACCEPTANCE) VA DE(� STORMWATER DESIGN SPECIIFICATION NO. 14 -SE- CTION 4: TYPIC"iU DET.AI S ddETLd+:rJG'` =1_ 4JFLx_-WFRC,%i�70P R22Y PAA;`: Tv FJEF'ifi _ 12 Ij9 FFFI.TOTAPELE �-lcr�aIIF �ri6iAT�;{ 11F!Fi aOLUN41F' i, v � L < V,' FLi-AN IREFLA T t TAD1Ei y }'I R °." Mt tD L2 FOND t EKAT;CX1I Lir4 t - �F-ET'Y Era=Y= CH Ct.pTLET FLUA" T h�AiNDK: cS3 iS' {ET i E i 'i a T.G W E 4.2 F R Ll A1,1D t-{,ATE FCFER TC T 12L t -.P;Gt GE'3&Gt �t E N D g.. C uF SF" ,p :T.. "Vs'T_7TLktaO 5M:41 G_. FQri Li 9-,Ala 12 VC10.y111E `2T.:erAQE- DEF T,-i CHIF:-F9A. IP. JNE'-TiAt1J ,^E.1 k r_r:, E.F{Fl r sttai r s ldEI F lac C1 t, r-ir.1EL PI=Y TrC,71C>N �, €v-� ,.''�TM tt_IFt r-1i_-, ' ': 091 23'4Trti.PPER 14-LF4aJETL.�1❑ `''�.,Il=i� T --I i �t FRC)FIL VFaRER ,zSHEL F #i,\t lld Lrfl 7CL T"1�=�tE '� /- rE \ \ ! Ill Iilr iIJ11}1 I li s tI I�i� -i _.,- "t\ li, 11t l � I i T r r_c r 1 Itt F4a N Ft_ _'r`€ T17.i1,N1E1iPQi r+ td« Ie9Ni Tr=111 illHI li 111 ili I (r i li l i iil 3 -(I �fiil�F.n� err �uppl it TI I� !}' t s_ I li Ai 1, il: lil Ili dill �1 {} j �i% , 1i, -- FIFE is iTE: FIEFEri, O?3E .T� Itd n FOR ti Af. Jj _2 (1,CCIPAAL Fr .t tell NIE AND EEF FFr, d NDI t i At,-4D CHANNEL ANNEL F'Ft. TEQTiDN 13TQFLA.13E 0EF'TFiE PROFILE 0Pk'ITIHQQTUPPER .81HELF Sd''aj' LAi-,Qjl Figure 14A. Weir Pond Da-,-,r n Schemarlcs HIGH -FLOW WEIR 1. ��- ,� 1 1 1 L 1 1 1 1 I I I 1 1 1 1 I 1 1 NOTE: WEIR LENGTH -5' lE'd1=r:;rE :ril Lr- Lrlase' FLCz;^a' IPE Lr=Ya'a rLr'tz°Y 1211 3 G'g 1{iP111 N. " PROJECTION wi - '1 WET POND DESIGN & REQUIREMENTS, AS SHOWN: Treatment Volume, TV (VRRM) 12,565 cf Minimum Treatment Volume Required for Level II Basin 18,848 cf Treatment Volume Provided at MWSE 13,120 cf Minimum Percentage of TV Provided at MWSE 50 % Percentage of Tv Provided at MWSE 70 % Ponding Depth Corresponding to Minimum Tv Required 0.8 ft Maximum Ponding Depth allowed for Minimum TV 4 ft Maximum Percentage of Tv Provided above MWSE 50 Yo Percentage of Tv Provided above MWSE 30 % Length of Flow Path from Primary Outfall 215 ft Pond Overall Length at MWSE 69 ft Length of Shortest Flaw Path / Overall Length Ratio (must be > 0.8) 3.1 Pond Overall Width at MWSE 81 ft Shortest Flow Path Length / Overall Width Ratio (must be > 3:1) 3 : 1 Forebay Volume Required 2,804 cf Forebay Volume Provided 6,384 cf Minimum Upper Wetland Shelf Area (10%of Pond Area) 568 sf Upper Wetland Shelf Provided 774 sf 1INVAl_rr�:a►��►e�►ntna►•��a►>t■�vJl�f>t■ti■�wv I' �t��:c� cr�urllu,►�ce� Elevation () ft Area of Forebay Cell Contours sf () Volume cf () 60 696 0 61 802 748 62 927 1,612 64 1,188 3,722 65 1,330 4,980 66 1,479 6,384 68 - - 70 - - 72 - - Elevation (ft) Area of Main Cell Contours (sf) Volume (cf) 60 - - 61 80 0 62 374 209 64 1,291 1,782 65 1,911 3,373 66 3,431 6,007 68 - - 70 - - 72 GENERAL SWM NOTES: 1. STATE APPROVED TRASH RACKS AND ORIFICES SHALL BE INSTALLED ON ALL ORIFICE OPENINGS. SEE DETAILS ON THIS SHEET, OR EQUIVALENT, FOR INSTALLATION. 2. CONCRETE FOUNDATIONS SHALL BE INSTALLED ON ALL RISER STRUCTURES MEETING MINIMUM VESCH 3.14 SPECIFICATIONS. 3. CONTRACTOR SHALL HIRE ATHIRD PARTY GEOTECHNICAL ENGINEER TO ENSURE THE EMBANKMENTS ARE STRUCTURALLY SOUND. THE EMBANKMENTS SHALL HAVE A COMPACTED CLAY CORE WITH A CUTOFF TRENCH & BE IN ACCORDANCE WITH THE DETAILS SHOWN ON THIS SHEET. BERMS AND SPILLWAYS SHALL BE STABILIZED WITH EC-3 MATTING AND THE REMAINING DISTURBED EMBANKMENT SLOPES SHALL BE STABILIZED WITH EC-2 MATTING. ALL BERM FILL MATERIAL SHALL CONSIST OF ML, CL, SC OR GC SOILS & BE FREE OF WOOD, ROOTS, ROCKS OR ANY OTHER NON COMPACTING SOIL. COMPACTED FILL SHALL BE PROCTOR MAXIMUM DRY DENSITY ASTM D698 AND HAVE A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL EXISTING AND PROPOSED FILL MATERIAL AND PROPOSED CONSTRUCTION SHALL BE APPROVED BY AN ONSITE GEOTECHNICAL ENGINEER PRESENT DURING THE CONSTRUCTION OF THE EMBANKMENTS AND FILL AREAS, AND PRESENT DURING THE CORE SAMPLING. 4. THE DOWNSTREAM EMBANKMENT SIDE SLOPES OF ALL PERMANENT FACILITIES SHALL HAVE A MAXIMUM 3:1 SLOPE. 5. THE SWM FACILITY's INTERNAL CONCRETE DAM SHALL HAVE ATOP ELEVATION OF 370', EXCEPT WERE THE TWO SPILLWAYS ARE LOCATED. THE SPILLWAYS' CREST ELEVATIONS SHALL BE 369.5'. THE ADJACENT WALL GRADES VARY WITH THE SLOPE OF THE FACILITY'S BOTTOM GRADING. THE FINAL RETAINING WALL DESIGN, INCLUSIVE OF ITS BURIED FOUNDATION, SHALL BE PERFORMED BY A LICENSED STRUCTURAL ENGINEER. THE RETAINING WALL DESIGN / ELEVATIONS SHOWN ON THIS PLAN ARE FOR INFORMATIONAL PURPOSES ONLY. Elevation ft Area of Wetland Cell Contours sf Volume cf 360 - 361 - 362 - 364 - 365 267 0 366 774 499 368 - - 370 - 372 - Elevation (ft) Total FacilityArea Contours (sf) Volume (cf) 360 696 0 361 882 787 362 1,301 1,872 364 2,479 5,589 365 3,508 8,568 366 5,684 13,120 368 9,145 27,813 370 13,133 49,971 372 17744 80,732 EMBANKMENT NOTES: AFTER AN INVESTIGATION OF THE SITE's SOILS, SITE VISITS, AN ANALYSIS OF THE SURVEYED TOPOGRAPHY AND AN EXAMINATION OF VA DEQ APPENDIX A; EARTHEN EMBANKMENT, THE APPLICANT HAS PROVIDED A COMPREHENSIVE EMBANKMENT DESIGN THAT DOES NOT NEED A GEOTECHNICAL STUDY AT THIS TIME. SUCH IS THE CASE DUE TO THE PRECAUTIONARY EMBANKMENT DESIGNS PROPOSED. A SUMMARY OF THE EMBANKMENT DESIGN REQUIREMENTS ARE LISTED BELOW, MANDATING THE CONTRACTOR MEETTHESE REQUIREMENTS AT A MINIMUM. THE EMBANKMENTS SHALL HAVE A COMPACTED CLAY CORE WITH A CUTOFF TRENCH & BE IN ACCORDANCE WITH THE DETAILS SHOWN ON IN THIS PLAN, BERMS AND SPILLWAYS SHALL BE STABILIZED WITH EC-3 MATTING & THE REMAINING DISTURBED SLOPES SHALL BE STABILIZED WITH EC-2 MATTING. ALL BERM FILL MATERIAL SHALL CONSIST OF ML, CL, SC OR GC SOILS & BE FREE OF WOOD, ROOTS, ROCKS OR ANY OTHER NON COMPACTING SOIL. COMPACTED FILL SHALL BE PROCTOR MAXIMUM DRY DENSITY ASTM D698 AND HAVE A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT, ALL FILL MATERIAL AND CONSTRUCTION SHALL BE APPROVED BY AN ONSITE GEOTECHNICAL ENGINEER PRESENT DURING THE CONSTRUCTION OFTHE EMBANKMENTS AND FILL AREAS, AQUATIC BENCH (ZONE 1) PLANTING SCHEDULE FOR SW FACILITY SYM BOTANICAL COMMON NAME 9ZE SWIM FACILITY QUANTITY CC?VERAGE (sf} ZONE 1 PLANTINGS PC POINTEDERIA PECTINATUS POND WEED - - 850 VA VALISNERIAAMERICANA WILD CELERY - - 250 EC ELODEA CANADENSIS WATERWEED - - 325 WET POND SPILLWAY PROPOSED 45' WIDE GRASS LINED EMERGENCY SPILLWAY CREST ELEV.=370.5'. SPILLWAY SIDE SLOPES SHALL BE 4:1 OR FLATTER TO PROVIDE A SMOOTH VEHICULAR TRANSITION ALONG THE ACCESS ROAD & TO PROTECT THE GRASS LINED SPILLWAY. 370 i ° - 370 145' XXSTINC -PROPOSED GRADEI GRAD 365 365 J J W W `L N O � 17 t) LLJ 13•C'TIO -9: TYPIC-AL, G: HI :: L DET-AnS Homogo teous fill t .- . - I 13z off tmin -4' below, .s lta le 1 I rf�Jt�lfal I Sal Tod �' �. - ,� - - - - TYPICAL HOMOGENEOUS EMBANKMENT 'Pipe ouge iq (r fi�ry rrGG s •-Y OrGuin iak dig sl. y or 1 Wkl =klrrrnslbw fLlter CHIMNEY DRAIN PROF ILE ILE SCALES: 1 "-5` (V) 1 "=5a' (H) Transition (IlI _Plock I�Ife1 R Ekqket draln BLANKET IRAiN TrQrazi#':jQn 1Ifor TOT:. DRAIN 4D1�? e}�`; 7P�Fi7�LLPT Fie:e 11mr=Tl Figu xe A-1.a, H0711 9e7leolt3fili!bmikime7J s w/Seepage Coulrols WE i F'U1VU 5EL I IUN PROPOSED 036" CL. III RCP STANDPIPE w/ TRASH RACK SHALL SERVE AS THE RISER STRUCTURE, SEE SHEET 8 385 FOR TRASH RACK DETAIL. RISER STRUCTURE SHALL HAVE � � �-� - � -'385 A RIM ELEVATION=369.5o' WITH ONE (1) O3 LOW FLOW Ti ORIFICE (INV=366.o') AND SIX(6) 06" MID FLOW ORIFICES I (INV=368.66'). TO PREVENT FLOTATION THE RISER BASE I AND BARREL CONNECTION SHALL BE FIRMLY EMBEDDED &ISTIRG b" INTO AN 18"THICK CONCRETE FOUNDATION THAT IS 6'x6', AND BURIED BELOW GROUND. ,GRADE 380 I 380 j I PROPO5 D FLA VROT CLASSAlCOARSE!AGGREGA'TE I OUTLET I3OTE ION_ w_/ GEOT XTILE FILTER FABRIC __ i' WIDE INTERNAL( ONCRETE UNDERLAWE T t JD67 TD. EW-1PC( -3Q, W1= .75, - � - j - 1NETLATOP OF DAM ELE , W2=11', 0=9" MIN.}; PROPOSE D RIPRAP ITO EXTENDTO =366' WJ 'WIDE WETLAND 37 STREAM BANKS, AS, SHOWN. CONTRACTOR SHALL SPILLWAY( CRESTE4�EV.=365.15' I 375 NOT DISTURB THE 4TREAM AD WETLANDS -- --=i - -T INTERNAL COtVC ETE--i - I FOREBAY TOP 6F DAME EV. I 1o' WIDE TOP OF DAM ELEV.=372' WITH - =36fr' w/ 5'WIPE FOREB AY 1 A r+5WIDE ' DG ASS LINED EMERGENCY SPILL. AY CREST ELEV.= 1_ _ R _ _ r I I �PILLINAY-(CREST-ELEV.=37o,50') -�. I so' V E, iz" DEEP = S PROPOSED ! I AQUATIC BENCH 370 370 ., 9 GRADE I _ i # I I I ROPOSED � I I crj �' MWSE= 3:66' Ro s ! ' .. - .. .. I-' _ 365 Mi 365 1 i ---- - WETLAN _FOREBAY MAINICELL CELL CELL ,,)., r 1 }Mm ------ 360 j 1 PROPOSED 144.85' OFj OsS" CL. III RC_ P AT 350 UOT�fRT�SFLALE- o.y' o% (INV IN= 6 2 INV OUT;= 6 oo'T� INSTALLI EMBANKMENT IN 3 4 7 f 3 4 )( ROP SED 6 D 'EP I F REBAY I 358 ACCORDANCE wP THE DESIGN I (FLOORIELEV.=36 .0') 358 Q N N(0 0 0) CDCD CO Cr0 Q Q �t d C5 N CA N 6 CV Cc '4- 00 tf) � i"- CO cD DO 00 1`9r7 rj ��,� r� r3 r� t'7 N7 to 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+87 fi'�s' toIJ'mRax Tu ROUND SERIES TRASH RACK CONCRETE MANHOLE STANDARD 60 INCH RACK SHOWN IDIMEN$IQN5 IN I KCHE,"r (OR EQUIVALENT) PLLAN HDPI= UrzI;:DTURA_ PIAMCUY PL&STI P -5=If" M.IRC- ! Jf I I , 9 ; i f y. I' { r 81.r.".cSiCR ^Lr rluPt.--n•--�^--� a G 1DE VIEW SOMET 1 Sti�rmRaxrrr4 RoLnd Series for Conerete Marih011e Part Ne. Dim A Dim B Dhn C - M Ilr II) litlin OD RS-24 17)+'4 I 14V4 28 24 I 30 F64-____2 TY 1-14 �O 36 1 T43 - A5 R Rik ��. 27 i� i 18 t6 49 ---1- 5 -I�a Plastde- si AGalti�oInc. _1 , IGt;I,3TQtr9Ef {_ ul a9 /, t'u' 8rctic JL*Jr W -idm- tcf, � xLlfBi E38 mzame Rd, Vilmhes"c. VA t.2603 t877j 877-S77:7 Pt6itat 540) 722-2219fv€ httix. ff�tMtw.Pla4dc�ti�a'�xt.ro�n CONCRETE STRUCTURE DIMENSIONS Nglon STRUCTURE. DIMIl(3hi CtLT1SIbE STRUCTURE 01M€ 1 la AV AILMI.E OPTIONS CROSS BRACING FOR OVERHANG - HDPE ANTI -VORTEX F'LAIE� (REQ'D FOR ESC) DATE - DRAM BY. APP� BY: QETr�JL - -- NTH 0 SCOTT R. COLLINS�Z Lic. No. 035791 a1. ��ONAL S�Crl Li w z CD z w I I I I I I I to as rn U") In to o U W W W i i 7vt 0 0 0 Z y- y- y- n � o -t z z Z a �. O O O z. a J y--+ W J _l in Q Q Q o C) '� 1�2 W ca W ca W LO ~' Z ~ 4 < m d Cr � w w w � a a d ❑ Ln (II tJ) o H H jj H LU re U-I � CLI � L C o U `o c a a c v v c 0 W ® 00 rN p CO 0 V JOB NO. I a t a SCALE C z AS SHOWN V C C SHEET NO. 1 c 9=0 STR:36 VDOT STD. MANHOLE TP=382.o8 INV IN: 375.25 TO UGD-1 INV IN: 377.25 TO 38 INV OUT: 171.00 TO zB STR:36 VDOT STD. MANHOLE TP=382.o8 INV IN: 375.25 TO UGD-1 INV IN: 377.25 TO 38 INV OUT: 373.00 TO 1B -PROPOSED GRADE 390 STR:38 VDOT STD. DI-3C (L=6') TP=382.00 INV IN: 376.6a TO 40 INV OUT: 376.5o TO UGD-1 INV OUT: 377.75 TO 36 38® 380 FILL (TYP.) EXISTING GRADE 375 375 _ RCP .IL15" 7.3o LF Ca 6.85% 370 370 1J2" STEEL PLATE SHALL BE ALL PROPOSED "STEP-DOW 365 365 cS 00 �+ 00 ?ROVIDED IN N" MANHOLES 0+00 0+50 STR-38 (OVERFLOW) ®STR-36 PROFILE 415 Ir'il 405 STR:UGD-1 UGD MANHOLE TP=381.79 INV IN: 375.75 TO UGD-2 395 INV IN: 375.75TO ROOF6 INV IN: 375.75 TO 38 INV OUT: 375.65 TO 36 STR:36 VDQT STD. MANHOLE TP=382.o8 INV IN: 375.25 TO UGD-1 INV IN: 37T25 TO 38-- INV OUT: 373.00 TO 1B 1/2" STEEL PLATE SHALL BE PROVIDED IN ALL PROPOSED "STEP-DOWN" MANHOLES PROPOSED SANITARY SEWER CROSSING STR:36A MODIFIED VDOT MH-1 TP=374-501 INV IN: 371.00 TO 36 INV 1N: 369.1a TO 2 ��- INV OUT: 369.00 TO I PROPOSED VDOT STD. EW-1 wl 5o' LONG,13' WIDE, 2' DEEP VDOT CL. A1, EC-1 RIPRAP I1'1 CHANNEL OUTFALL. RIPRAP Td CHANNEL TO HAVE GEOTEXTILE FILTER FABRIC UNDERLAYMENT. 370 INV. OUT=368.94 PROFILE SCALES 1 "-5' (V) ( 1 "=50` LH) 415 j 405 _ STR:UGD-2 UNDERGROUND DETENTION MANHOLE TP=386.88 INV IN: 382.75 TO 42 INV OUT: 376.17 TO UGD-1 STR:42 VDOT STD. DI-3C (L=6') 400 TP=388.50 --- -- - INV I N: 383.35 TO 44 INV IN: 384.ao TO YD-2 INV OUT: 383.25 TO UGD-2 STR:44 VDQT STD. DI-36 (L=10 I TP=392-75 INV IN: 385,6o TO ROOFS i INV OUT: 385.25 TO 42 I / EXISTING GRADE / ! _ PROPOSED GRADE FILL (TYP.� 0 SED 4" WATERLINE CROSSING r 11' L15" RCP f 79.31 LF �7a 2.40% j PROPOSED SANITARY SEWER 380 ----- SERVICE LATERAL CROSSING - --- �- 15" RCP 30.22 LF r7a 1.65% I PROPOSED SANITARY SEWER CROSSING 375 36" RCP - I 85 1O LF @ 0.50% 112" STEEL PLATE SHALL BE PROVIDED IN ALL PROPOSED "STEP-DOWN" MANHOLES PROPOSED UNDERGROUND DETENTION FACILITY - a.5" RCP j SEE VSMP PLAN FOR DESIGN INFORMATION 7.18 LF @a 5-57% 370 L,�.5" RCP 29.54 LF Qa 6.77% I 365 30" RCP j 7.91 LF a@ 0.74VO 0 m w 0) 1- dt 00 m N ri 0? ri c i Q Y lL? t P Cp r! o 00 tali Op co 00 � 00 OCIOrn m m "I m m m �s m fn m � m 0+00 0+50 1+00 1+50 2+00 2+50 STR-44 - UGD - OUT PROFILE 3+00 STR:38 VDOT STD. DI-3C (L=6') TP=382.00 INV IN: 376.6o TO 40 INV OUT: 376.5o TO UGD-1 INV OUT: 377.75 TO 36 390 STR:UGD-1 UGD MANHOLE TP=381.79 INV IN: 375.75 TO UGD-2 INV IN: 375.75 TO ROOF6 INV IN: 375.75 TO 38 INV OUT: 375.65 TO 36- 375 370 ti i} I,, 00 00 ff) m STR:40 VDOT STD. DI-3B (L=1o') TP=388.a7 INV OUT: 383.67 TO 38 390 PROPOSED GRADE EXISTING (GRADE FILL (TYP.}-I tia0 15" RCP 7.21 LF Qa 10.40% PROPOSED STEEL WEIR PLATE. SEE VSMP PLAN, SHEET 8, FOR DETAILS. L m 0) 00 In Cp'9 00 0+00 0+50 1+00 1+50 STR-40 - UGD-3. PROFILE 375 370 UNDERGROUND DETENTIQN SYSTEM GENERAL NOTES: 1. TRASHRACKS SHALL BE INSTALLED ON ALL ORIFICES, INCLUDING THOSE LOCATED ALONG THE WEIR PLATE WITHIN THE UNDERGROUND DETENTION SYSTEM, IN ACCORDANCE wl THE DETAIL SHOWN ON THIS SHEET, OR EQUIVALENT. 2. DETENTION SYSTEM's WEIR PLATE TO BE PRE -MANUFACTURED AND DELIVERED TO THE SITE. WEIR PLATE SHALL BE BOLTED TO THE MANHOLE, OR SIMILARLY FASTENED TO ENSURE IT HAS A SECURE & WATERTIGHT CONNECTION. 3. UNDERGROUND DETENTION PIPES SHALL BE WATERTIGHT WITH O-RINGS TO PREVENT LEAKAGE. 4. ANY RETAINING WALLS AND FOUNDATIONS CONSTRUCTED IN THE VICINITY OF THE UNDERGROUND DETENTION SYSTEM SHALL BE REVIEWED AND APPROVED BY THE ARCHITECT AND A GEOTECHNICAL ENGINEER. UNDER NO CIRCUMSTANCES SHALL ANY PORTION OF THE UNDERGROUND DETEN11ON SYSTEM BE PLACED WITHIN THE FOOTPRINT OF A BUILDING / STRUCTURE. 5. THE PROPOSED ALLEY RIGHT-OF-WAY SHALL SERVE, IN CONJUNCTION WITH THE PROPOSED SWM EASEMENT, AS ACCESS TO THE PROPOSED UNDERGROUND DETENTION SYSTEM. 6. CONTACT COLLINS ENGINEERING (434.293.3719) REGARDING ANY QUESTIONS CONCERNING THE UNDERGROUND DETENTION SYSTEM. 7. ALL FILL EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE AREA IN ACCORDANCE WITH VDOT 2016 ROAD AND BRIDGE SPECIFICATIONS. 8. VDOT STD. IS-1& ST-1 REQUIRED ON ALL PROPOSED PUBLIC STRUCTURES AND THE UNDERGROUND DETENTION SYSTEM STRUCTURES. 9. ALL FILL SHALL BE PLACED AT 95% COMPACTION AND TESTED BY A GEOTECHNICAL ENGINEER TO ENSURE COMPACTION IS REACHED AND MAINTAINED. 10. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE INLETS & OUTFALLS TO CONFIRM THE INVERTS AND TO ENSURE THE PROPOSED GRADES CAN BE ACHIEVED. CONTRACTOR SHALL CONTACT COLLINS ENGINEERING OF ANY DISCREPANCIES IN THE HORIZONTAL OR VERTICAL ALIGNMENT PRIOR TO ORDERING AND CONSTRUCTION. 11. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926) 12. PRIOR TO PLACING THE UNDERGROUND DETENTION SYSTEM BEDDING, THE FOUNDATION SHALL BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION TI MATERIALS ARE ENCOUNTERED DURING EXCAVAON, THEY SHALL BE REMOVED AND THE AREA BROUGHT BACK TO GRADE WITH A FILL MATERIAL APPROVED BY THE PIPE MANUFACTURER MEETING MINIMUM VDOT REQUIREMENTS. ONCE THE FOUNDATION PREPARATION IS COMPLETE, 6" OF AWELL-GRADED GRANULAR MATERIAL SHALL BE PLACED AS THE BEDDING. UNDERGROUND DETENTION SYSTEM MAINTENANCE 1. THE PROPOSED UNDERGROUND DETENTION SYSTEM SHALL BE INSPECTED ANNUALLY FOR ACCUMULATED SEDIMENT. 2. THE UNDERGROUND DETENTION SYSTEM SHALL BE CLEANED WHEN INSPECTION REVEALS THAT THE ACCUMULATED SEDIMENT OR TRASH IS CLOGGING THE DISCHARGE ORIFICE, WEIR AND/OR STORM PIPES. THIS MAY BE MORE FREQUENTLY THAN ONCE A YEAR. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF THE UNDERGROUND DETENTION SYSTEM FOR THE FIRST YEAR, AND THE OWNER IS RESPONSIBLE FOR IT THEREAFTER. 4. MANHOLES WITH STAIRS ARE LOCATED AT BOTH ENDS OF THE DETENTION SYS TEM FOR INSPECTION & MAINTENANCE. 5. CLEANOUTS SHALL BE SCHEDULED DURING DRY WEATHER. 036" WEIR PLATE DETAIL SCALE 1"=5' 2.83' OVERFLOW WEIR IS HYDRAULICALLY EQUIVALENTTO AN ORIFICE WITH AN APPROX. DIAMETER OF = 019.5" TOP OF PIPE's INNER DIAMETER, 2' TALL REINFORCED ELEV.=.378.75' 12 GA. STEEL PLATE EMERGENCY OVERFLOW SPILLWAY(WEIR ELEV.=377.75' MANUFACTURE I INSTALL ONE (s N m 012" LOW -FLOW ORIFICE IN THE ELEV.=375.75' STEEL PLATE AT THE LOW POINT OF THE DETENTION SYSTEM INSTALLTRASH (INVERT ELEVATION 375.75') RACK ON ORIFICE WEIR PLATE TO BE BOLTED & SEALED TO THE INSIDE OF THE MH & BE PLACED DOWN GRADIENT FROM THE PROPOSED INLETS. WEIR PLATE TO BE WATERTIGHT AT ITS CONNECTIONS. f. Q T f SCALE Z "=20' Yam: .A v ` . _ _-. .._ . ~'"'v.,tia _.-v t } .� �.. ,...r- � 7 �S 'l %I � ✓� � � 1-.,.}/ � J f l} f 1 -_ j 40, � �� j p.. ! r 4„ _ T PROPOSED VARIABLE 1 s a !% •..` GD z � r 41/ WIDTH SWM FACILITY t T" �j EASEMENT. {. t r 1 RELEASES RUNOF� FROM/ - .. fi t. e F SSTR442 INTO THE UGD SYSTEM a .. >... f f C / 40POSEbLINDERGROYND t TO PROV DE ATl ENUA ION r i, % f N (UGD} SYSTEM i C 1.°/' J�� r �� t UGD - < j' / / FOR SUBAREA B ! ROP..OSED ROOF DRAIN s, t(t 'r� ! h ./ zh' TO CONNECT TO STR., f I r j UGD-1 UPLAND OF THE "{3Lt i t/ t f Sr / ,` t f' t 36CL. III RCP INTERNAL WEIR PLATE .. i 85.10 LF 0 0.50% • r 7`f y . ' f 1 r. / :i Ttt t 75.. 5' ✓:' 1t 1f STR. 3`7A SHALL OUTFALL INTO I �' ' t f Jr J A7A IUGDj1, UPLAND OFTHE WEIR }r f j " PLATE,! DIRECTING RUNOFF FROM { , STR. yo INTO THE UGD' STEM. DURING MORE FREQUENT, LESS SEVERE STORM 1 t' 1 SEE WEIR --- PLATE DETAIL ON THIS SHEET. UNDERGROUND DETENTION SYSTEM DETAIL: EVENTS, THE ATTENUATED WATER WILL 37 SLOWLY BE RELEASED THROUGH STRUCTURE 37T0 STR- 36. STRUCTURE 37 SERVES AS THE I I i i 38 f�} j PRIMARY OUTFALL FOR THE UGD SYSTEM. jj i 111 i-� r` 1 i IJI ' I { i r DURINGLESSFREQUENT, MORE SEVERE STORM L3�iTT-,� r� I r ! ' f EVENTS, THE ATTENUATED WATER WILL i.4t It BACKUP INTO STRUCTURE 37A & WILL BE 37B RELEASED VIA STRUCTURE 37B. STRUCTURE 37B SERVES AS AN EMERGENCY OVERFLOW FOR THE UGD SYSTEM & WILL OUTFALL INTO STR. 36 Uli r II t I`rIT ,J I PROPOSED UGD j t, J U-11 SYSTEM-, RUNOFF 15 + ;`�� � f > i { j l 00 COLLECTED IN STR. 36 & I' i I � IS RELEASED INTO THE ! w i WET PO'ND'sFOREBAY j t 1 r Ijl�ll j VIA DOWNSTREAM " IIi i IT/ ! i STORM SEWEJRR - I _I 1 , x�8 T,, zinic plmt. d �. 4 s f` v \ �' - G!'�1 lil,tl °f �f; of l.•fs! � t1t �,: t,,.�. f.'"� pI,a I, °aMls {' _wti'mE [3`7C ce cqui3 1 (JJrr�yY r cat A':i:r-T-y;Q •.� It h t Itf.'. 1/4- 7l vt,k? / f t .�r .'\ { C singl& L J7��. r'J i'-s S ',rt i•1c,7I;1 ks' C-'j nG 1 . , r' ^_r3if SCOTT R. COLLINS, Lie. No. 0357914 z IOIVAL E� w w z 7-1 c� w 0 (n (!y U) w w w c m: 2: m: 0 0 0 3 z N 0 > > o 0 0 Q m Z W J J f3 C!i Q 4 Q o z H W W w m CO w -i d rn d d d O C, 0 C1 L' W III W LuLuuul Lce 0 "O c 6 rn c v � ch II-- o�i ;6� 00,0 w N u -a JOB NO. v 182.150 con cn SCALE ° AS SHOWN R �N c a rookhi I Storm , ater Chu ity Summary T le Section Block Corn non Name SWM Facili y ID Type f Facility Phosphorus ac Remo ieved w/propo plan (lb/yr) at ed Plan # Amount o Credits C (lb/ Offsite Amount eated Credits r) (III/yr} of Offsite Purchased P Offsite rcent of Total evelopment Credits (%} 1 4A Apartments Pond 1 W t Pond 1 4.01 WP020180 051 0 27 3.7% 1 4A Apartments DP-4A I Oetention Pond w Underground St rage 0 WP020180 051 1 4A Apiartments I CDS-4 CDS Unit (Ma ufactured Device) 1.60 WP020180 051 1 4A Apartments LS-11 Sheet flow to open space 2,06 WP020180 051 1 4B Apartments Pond 11 Wet Pond 0.18 WP020180 051 1 4B I Apartments UD-4B Isolator Row (Manufactured Devi-e) 3.38 WP020180 051 1 4B Apa rtments Pond 411 Extended etention Pond 0.79 WPO20180 051 1 4B Aplartments I LS-11/1_S- B I Sheet flow to open space 0.88 WP020180 051 1 - ROW Pond 1 Wit Pond 3.33 WP020180 013 0 .09 3.2% 1 - ROW LS-11 Sheet flow to open space 1.67 WP020180 013 1 - ROW LS-11 Sheet flow to open space 1.64 WP020180 013 1 - ROW pnd Block 8B Pond 1C W t Pond 5.91 WP020180 080 0 L,53 4.5% 1 - ROW - - - WP020180 013 1 - ROW - - - WPO20180 013 1 3 Section Mass Grading Pond 4 W t Pond 3.72 WP020170 037 1 3 Section Mass Grading LS-4.1 Sheet flow to open space 2.79 W P020170 (FR-1) 037 1 3 Section Mass Grading N/A Sheet flow to open space 0 WPO20170 (FR-1) 037 -0.2 0 0.0% 1 3 Ice Rink ROW Pond 1 W t Pond 0.38 WP020180 050 o.o o 0.2ro 1 3 Ice �Rink ROW LS-11 Sheet flow to open space 0.19 WP020180 050 1 3 Ice Rink ROW Pond 4 Wet Pond 0.89 WP020180 050 0.68 0.0 1 0 a 2.0% 0.0% 1 3 Ice Rink ROW LS-4.1 Sheet flow to open space 0.67 WP020180 050 1 3 Ice Rink Pond 4 W t Pond 2,20 WP020180 050 1 3 Ice Rink - LS 4.1 Sheet flow t open ace o p p 1 .79 P 2018 W O 0 0 50 1 8A Senior Living Facility Pond 1 Wet Pond 3.70 WP020190 004 1 8A Senior Living Facility LS-11 Sheet flow,to open space 2.00 WP020190 004 Section 1 aster Plan Comparison Section SWM Facility I Phosphorus Removal proposed Phosphorus achieve Removal w/ ro osed pla Anticipated Offsite Credits mount of Purchased Anticipated Total Percen Development of Amount of Cffsite Credits Purchased P Development rcent of Total 1 Pond 4 Treatment atal 6.77 6.81 1 Pond 7 Treatment Total 8.11 TBD 1 Pc nd 10 Treatment Total 7.22 5.91 1 P nd 11 Treatment Total 9.68 11.60 1 Pond 4B Treatment Total - F 0.79 1 Manufactured Devices Treatment Total 2.62 4.98 1 Infiltration Treatment Total 21,71 0 1 Sheet Flow to Open Space Treatment Total 9.74 13.69 Section 1 B P Treatment To al 65.85 43.78 Section 1 Offsite Nu rient Credits Total 6.8 3.87% 3.89 11% Section 2 Block 11 Com on Name TBD SWM Facili TBD y ID Type Df Facility BD Phosphorus achieved Remo w/propo plan (lb/yr) TBD al ed Plan # TBD Amoun Credits (I of Offsite Purchased /yr) BD Percent Of of Total evelopment site Credits (%) TBD 2 11 TBD TBD rBD TBD TBD BD TBD 2 11 TBD rBD TBD TBD BD TBD Section 2,vlaster Plan Comparison Section 2 Pc SWM Facility I nd 12 Treatment otal Phosphorus Removal proposed w/master (Ib/yr) 8.06 Ian Phosphorus achieve Removal w/proposed pla {Ib/yr} TBD Anticipated Offsite Credits (Ib/ Amount of Anticipated I PurchasedIota[ r} Percent Development ffsite Credits (% of Amount of C Credits Purchased (Ib/yr} ffsite Percent Of of Total evelopment site Credits (%) 2 Sheet Flow to Open Space T atment Total 1.67 TBD Sectio 2 Treatment Total 9.73 TBD Section 2 Nutrient Credits Tot I 6.$ 3.87% TBD TBD Section 3 Block 13 Common Name TBD SWM Facili TBD ly ID Type of Facility BD Phosphorus achieved Removal w/propo plan (lb/yr) TBD ed Plan # TBD Amount Credits (I of Offsite Purchased /yr} TBD P Offsite rcent of Total evelopment Credits (%) TBD 3 13 TBD TBD BD TBD TBD BD TBD 3 12 TBD TBD �BD TBD TBD I BD TBD Section 3 Master Plan Comparison n Section 3 Pond SWM Facility 1 13A Treatment Total Phosphorus Removal proposed w/master (lb/yr) 9.13 plan Phosphorus achieved Removal w/ pra ased plan (Ib/yr) TBD Anticipated Offsite Credit (Ib/ Arnount of Anticipated Purchased hased r} Perceni atop D v lap me Offs1te Credits (% of Amount of C t Credits Purchased i {Ib/yr} ffsite ased Percent Of of Total Demen t velopment site Credits (%) 3 Sheet Flow to Open Space Treatment Total 5,95 TBD Sectior 3 Treatment Total 15.08 TBD Section 3 Nutrient Credits Total, 6. 3.87% TBD TBD Section 4 Block ac 14 Common Name TBD SWM Facility TBD Y ID Type Yp f Facility TBD Phosphorus achieved Removal w/propo plan (lb/yr} TBD ed Plan # TBD Amount Credits (I of Offsite Purchased /yr) TBD Percent Oft of Total evelopment site Credits (%} TBD 4 14 TBD TBD TBD TBD TBD BD TBD 4 14 TBD TBD TBD TBD TBD BD TBD Section 4 aster Plan Comparison Section 4 Po SWM Facility I d 13A Treatment Total Phosphorus Removal pro w master Ib rr ( /Y ) 14,05 posed plan Phosphorus achieved Removal w/proposed pla Ib r / ( y} TBD Anticipated Offsite Credits ( I b / mount of Anticipated Purchased r } I Percen Total Developme Q ` e Credits / Offsite ( of Amount of t Credits Purchased Ib r / { Y) ffsite Percent Of of Total Development site Credits o ( } 4 Sheet Flow to Open Space Treatment Total 0.04 TBD Sectior 4 Treatment Total 14.09 TBD Section 4 Nu rient Credits Tot 1 6,$ 3.87% TBD TBD Section Block Common Name SWM Facili y ID Type f Facility Phosphorus ac Remo iieved w/propo plan (lb/yr) al ed Plan # Amount Credits (I)/yr} of Offsite Purchased Percent Oft of Total Development site Credits (%) 5 16 TBD TBD BD TBD TBD BD TBD 5 17 TBD TBD BD TBD TBD BD TBD 5 18 TBD TBD BD TBD TBD �BD TBD Section 5 Master Plan Comparison Phosphorus Phosphorus Removal Anticipated Amount of Anticipated Percent of Amount of Offsite Percent of Total Section SWM Facility ID Removal proposedachieved w/proposed plan Offsite Credits Purchased Total Development Credits Purchased Development w/master plan (IbJyr) o Offsite Credits {Ib/yr} Offsite Credits {/} (Ib/yr} ( ) (Ib/yr) 5 Pond 14A Treatment Total 4.81 TBD 5 Pond 14B Treatment Total 6.42 TBD 5 Pond 15A Treatment Total 5.16 TBD 5 Pond 15B Treatment Total 5.14 TBD 5 Pond 16 Treatment Total 11.75 TBD 5 Grass Channel Treatment Total 2.1 TBD 5 Sheet Flow to Open Space Treatment Total 1.43 TBD Section 5 Treatment Total 36.81 TBD Section 5 Nutrient Credits Totall 6.8 3.87% TBD TBD Overall Treatment Total 141.56 43.78 Overall Nutrient Credits Purchased 34 19.37% 3.89 11.44% Anticipated Treatment Total With SWM Master Plan 175.56 Notes: 1, Even though we are currently only proposing to purchase 34 Ib/yr or 19.37%, the total offsite credits available for purchase are 25% of the total 175.56 Ib/yr required for the development, or 43.89 Ib/yr 2. Actual credits purchased to date are 2,36 lb/yr. The total required nutrient credits associated with plan WPO 201800080 is 1.53 Ibs/yr. of phosphorous (0,83 Ibs/yr from Block 8B & R/W + 0,67 Ibs/yr from the removal of LS-10 + 0.03 Ibs/yr from the amendment to road plan WPO 201800013 Amendment 1). AIR FLO 3 13IPFU ED AERATION VS-MM AIR/OX` CEN DIFFUSER hIANIFOLI) :: The a3r2fu-xygen disc diffuses shall iF dude, but riot be 11mited for thQ 4 �� fnll[a,vin� mat?taat� of c+urlstrtictltart: SPECIFICATIONS l 2. n (45 rmrr) rrsirane alffasers vov 'or nra6, rrrun i 2Chi arida e resistant te�k;iPg and lJVa, Disc type " Membrane mwgrial to be rerniurn quality sorri rtsslor. rn-olded EPDNI with an €ill cr ntent of 1,e5� thzrt 1; 2% h, Mee b i� ci Y R PURPOSE: The diEfusatd alr;, aeration rnatlufa"urer shall . _ - -aerate, " -� - {: 5 slit Ce e least '0rt)'�ll; Diffusp;r 5 shuultl have � attlYflitrurn of 13,1 51 �Elt p_r6�racl��rs and b_ at Last dC)� hFdrvp provide n pJndertitater aeratean system de�'rr rr r to without ldlrturtaing tear � x�r>�'� r�y� �� � �� rnPtall7raf� , t°vltfi tzrisile strength, at 2000 p5i e rr_r tiro and circulatil water � s of the lake enviranrrient. ., : r : rratarai surroundings rr t, .. s ; : .nt rtd:ti II w rartraal ter fi d, Diffuict wN comist of rriimmbnne �tlth integral gasket, bps , r ,,raining r1 g® a r t1� tllff4r5i1 lrratiira Ck� shall b t r s SCOPE: Fa r`-, I�S4 Ei51rkk' shall collapse s1(1P,1 llliP[1Pt[in.� rSC@rrtair ;'t€➢Prt[ off capable f being i�stalla i in lakes r3 e r thtttrr f k Pa€� v 9 p � f >:� `, shall include tf7� rJ. !� P'AC4�ACE, This aeration e e a r a m€nl;<n�s€�-r of so c-unds er inc V53 K I�rtt or f. Sealing enetla�d of r�ta]rlin� ai,v�ce shall g_rse ate p E � irctt f r t14 of ih semi rig s tt era ` r taliie Irj>iI. teral ruslti<ve seal and to present air elcapek c .. g 9 P 1 taacage .; w _ ,„ Fs7i[owici] �guapnt£rrt_ s[ � DiffusEf Iie15P $real r i knir t C`Ifl [(} I] Gk�6 `t $ t l dt Jl' r lCrl da'lih ISt]191t IJ at stabilizers 3 d tensile '�• � � Yp pi' `ztir-z yt r strength of 5000 psi l a„ Air compressor cabinet enctosura. To Wclutiet z nierhad to imnifol h. Diffuser to hart arnr 3r 4[ri (2.�crrl ��rtn�ttic t tl ., p# g!otrripres or(s), cireult disconnect, and airflaayra ..._.. ` ° bea9+ancing,waive manifolds- b£,Y. "5 g r �r ? �.. '' "- �° � „ .' is Each ciltEu�er shall include a manifold that will crrnrle€t up to, two (2) air -discs to the ;rix suvplra' IFxlain be cunstraucttd of hi�gh-dert'slty pulyethylertr plastitc and iticDriaorate batlast chzmnels rar 1= �. Q. :rate on t'it31t'r; _. + _b-a5e To be d,sigriEd to p. r � 3 $ shall i. �i'0iiz po-wer, 115/2081230 volt, finale phase � , � an = '` � 13�� �,. 1�:4�1 51€iit7n�# C+f pstl?� §i4irir9� 11�t�N�$14Ei ,. Y@'Petit. "ii+3'<OIn9:C 5Tx";$It114J :tL'l . Ii: S4]kle trrtaevfrr, 22CIt4� ars�ltf �;irsgisr� phase ., -.-.. : a c ' -.r tav rit aatlNe buq �; - .€, l iri l Ei�riTE[i P�r1'ivtIVY1 �Iii��]'}IIL?� T�ltl�r `I�tutaing s1i�91 b...�ari�tttacc�tl of h yf �' Y rrcy, p ,+� x chloride (PVC) ire ierial° The P c tubing shall be 11Z (F crra) ivitfi a rninimurnsvall thickness rrf 1/4" (.64 crrl:I, r ., trA Q. i eri ifl5c dtffu5ex rnirlrfCitla Fressur,!e rating shall be 225 psi at Too F (21 o'C). Coil ren cdths shall be 100' (30 m), with a weight per 100' (30 rn) of 43lbs (210 k9 . Tubing Shaul lee 5elf-siri3ln0, lead free, and cfintain carbon black for rJ kr pratectian. Please consult c- Tubing ydur [oval distrilsutor for adti.itional Information. BINET'/,ENCLOSUR:Er TUBING. fAvcailvVe in T000 (30m) tlnrenromul I`IOWNEI HTED POLYETHYLENE ENE TURINGz The; polyethylene tubing droll be, I /2 in (I crr;) With a rnis'almufn viall 1 Total required tubing for =' stern_ x t 7 'Pressure r$a,Ing shall be 10(i vai at 73 F (22 C). Co€I lengths shall be I!W C30 m), witb ot 2 Compressor_^ feet( M Non -weighted polyvinyl: thltrr,ide tuning a weight per 100ft (30m) of I I lbs (S g}. Tubing shall contain 2% eauktan black for [orig term W protection. Ptease f(trlsult YbUr ID: al distributor for additional iriforrnat gn. SPECIFY; 19S^- voits; HZ_ � Feet f_=_-_,,, fr?,}'Weighted pesl'Aethylene chloride tuhMg iNSERT fITTImcInseti:fittings are ar}td to repair, adapt, or connect with the palyretlr`lerlettibit~ig, fiktnqs i3I USER MANIFOLD(!;}-. JPayi'e or Dual Disc) Tubing lengths per diffuser. rnardfule : available �ttalt lnclilrJ? line size couplings, male adapters, arGd It pis s. quantity Type �STIFi�a: ter Safety - The ratrar, =Y� �r7r shaft i�� tested aa,¢ �jpprQved •a5 a unit,. �eparwg;gmpgrsEw testi�]g not a a a� mm. a� ". zflctfaeti, Unit rust he tgested hV ETE, ETL=C, 4E, UL or tacker accrMited testing facillckl s. 9. Pent miance . Urilt rflust i c . nldis , r . meters Nora-wo-i htt-d tubing, a �I,nIc his_ I1anif ) -- ---� �h feet .� have pteaft,rF;iatacra testirig pra+a'irltd by GSEE. Dual Disc manlfold(s} MANUFACTURER. The difNj,,5ec! air, -- _-- Q feed ( rereters) Weighted tubing auatiott system shall bp- Air Flo 3 _..- _.- ... .,..r x ISTr"IN FAIR CCJI4 PRE5SOR3 CiFor takes aft (surf) deep or large) ,rise air compressor!,;) shall be a I12H socks .9 Systemx z_ - T as rxranuf�cture>d, Ir ottrbinatB�reisc CnC..4t7 S�'�TF,ftii E ' r�� r. " l 4IF�user 4 it r�CRad �� Crl 4� ��1tY�mP)ttz arnRr s rnr() s Fzd4s) tr rr q i _c m ur s i 'h pi Iles lubr cat➢ore,. direct rlrittt3, (no piston, flu-s:l fref�srerrcy,: i�rmanent split ��taacitr�r (p. ,) =I,,�tr � rat - � t r a 3r� i rreFi for field sattvie_e ca ai�ili ul. urethane dust rot€ctlG t, atttl t� in{l de the fullp`�?ir)g belts i r' p lley }, p r'y, p p MAIN KOAD EAST, Ernraiau,5, PA -�> r 3' Pug IIS PH, {E, I d} 12t= fl l p i �� 115�d ?j4a } j 1 r7iowr prr�tectla n.- thermal ov-rtoad proteciion, and Intake air filter. The sgrvaceable pares: piston cups, retainer ..approvedd§F3§F3 1 r # t or aftpraa ed equal. r-or � s .. _A _.._ _I a 4 r v r •li in . ": : and . re i s_rs- skauld Iasi hwo, r�tae.� In cori�tlritious operation, r d r P� - valve _- I t r1 v�, e3. €, �F rt_ �. _ r-_.��, h�?� 4 rl„ngar . , . � erg .. � , . � i� r 15 t § equfti status, su oilier shall Picivid� a � -- - ---- � 1 �2ru �Z.3+¢ ' I' 3 r4i � rAh3-1 i? " 7he5e majoter-tance parts shall be replaceable vrlth cvmnrr toats, fI-is cwr5 lf ,Amua I5I diS 6130be if y'0V the fullwairg irforination to the �yFy rtgauire assirtar]t in citggs'ing sizes, �Icse�5prip4. gr apErlia k=ins- project designer, vothin 10 clays vi AF r� € §_ � I i t the bid opening r_iate„ forwr imen Af3-Z6 t i '- � t ` � I AIR COMPRESSOR R CABINET ENCLOSURE: aplaraval. 17 r•.slfiw a. Ca.lrlsiet body and cover canstiuct`lorr shall kris I f£ gauge (fI'.04L8R,rs/0,_122crn) 04 stairthms steel, Aridr�i �. �� � � � l � 1�z3asr"'t.�160 ARRAIlTrY, Alter <aeratlr�n systerrl Mz G- t' Include PLi§a9 ~ rlp seal ertt4•.''2 3 t 62arr"i,6}5ar ku shall inc:iut�e a t4va� rear tivarffanty an } ��{ � 2 ta, imaiaisset cokiIin4 5y5terrl to curs€Ise o#'vr.',a Cal aural exhaust funs and veetutd intake Iaur5 on ti14 iaactorrs the air cr3ntprvSsoC, air drffuserartrd ii 1 5 R of the cabinet Ira prrrvtrl� an ,air exchart. e rarLn or 41 tl 490 C> M '� AFT 11 rprl�tQ'r4t}�t�rt�„]blr1�, e, r ompres s,or imra*.e air to be quick change cartridge: type filters # *� I � F - 4 P1 0 `� G RAPPROVED 4. AL d, Cabinet enclos lure stetted by stalntcss steel latch to iccvmgda.te I"king mQchanisrn , Aril fig 3 0iilrJi--JAir SVm[';(rl ,� °:tf'tft,L�,?SI5 i iP I ]:f Halt €i�a nflrt.e� M:it xr"=Gztlx,r.�Kciriicarlifns l FNE- k 0 2 -,�-+y' ��,I��, APPROVED F -242; Pik! "- r PP 1 EQUAL JJe:� I.rtIt I3t of Coriarl unity I:le.�aelopnitnt x" 7J S� 3 it V L "i•t• ��ae'4b� i 'Yips � a,*. � r r - .. I'�; � ��r,�''... -.,I41..; 's� -a , # � E 1 loii Record (his-h f t) T °" :k.-+'�=m �` .$a5• a,.,.. r ,� ..:. -.... . '- . -. ::. x.. r. .,. - f`iY�3 : 'I` j( {p f�.i#{� rork��for 7( �(} gyp.construction i[(�}{ /�[[ �3 /{ �y fy information T� F`ij �r. f.� 1Ll �i�.t����.ri���l �.fdi required.�1i� ��l�t�i. ���%.�i ii i.... :.. ... , s. �u +- X`x11'¢4tl'?+'ri 3 L a.- .p.. �i:.� ::, vi a , .. .... ar,,.. - �,'�„ye.,�^ 1t�t�ai ll�� '. r . - < . -,. - .. -« ... - -. , ` . ,. -, . , 7 :- - }t�g�{7 �� {_�y y,r ik 4 G� y r� rp��t" �"I�a���.�ti�i1 I�LI��IOc,� 1� �'�._., �t �� i"� �r� the �4i (����1�.4�i� > .�... �..., .. , . _ .: ." � . _ _ _ � 't i .,;sr " 'd (,• � ,e, y � w..�tzy;.i t 1 ,gam LX'h. Ll...i k.. l�. L�iR.': 4.1R1L�.4:+�"� i�: ccmstruLtiorecord �frcl}itlbe prepared by sorneonLothetl����' �v designer.Please do riot L. pyL3id ees .igE Craily naJ as construction recorddrawings. �_ :. g,< < .: .... :r.::f ;,x x.. .5s., .. .: r. er.• fi ,. .. .<: ) :.:: „�., -,ct R*3-.1 •,.,(1 ,_.. :. �-pp' i #�s r-;, ,f!� �y y} p in,�ars# y� L Ay'5 f .r:^"�.' �4y ���y: signed€ ill. dt�9.:4'd professional �i G�.t [1� fi1�-r�{'�: iyi l.11. 'vn i144..+L=.1� 1 :�3�@.1 Y ��A..�a seal L i. �h L��Y.1:'�d � r� A. e. }- the tir..V V.4,."r✓4, The 1�Fl�c c1t��� iid�dles�u �3f the fI1"nl Ci�ld lrldl�r'IfI� r� ar1I2.�_ I:h� �f'�tv�4ritA=:;� 021 F 1 � � The constructed locution of a11 1tcTs assoekated with each faicilit�r ald the inspecticm records to verify _ ,..�.... .- , _,...... i .now ., _ ,v.. _. F ...., ,.,r .,. .... ..... .. ...... .. .. -'.n.. i... ... k.. rr . , r �:, f. , .. f- ,. ". ., :. ". r9 '. '. l,Y , f )2"iS: include,, I�LLt ,: ii_ � liillited � _ tllc following. dtineil'�I�nSs iii.tita,ri�ls rid iil���lritir.�n, ��� if p�i°per ,�` 1, Inspection :ecol-ds and photoorEtphs for pipe trenches �,Lnd hleddinlvr, inc-1.11ding underdr� ins. = ' } ;; � _. -. � ?. Video Pipe Inspection fi' r any pipes which a e not tfcce�sthie or viewable, Updated ocGttion with of all facilities. DIFFUSED ��1�,k'l l LL geo--erjotrdtnates ., �-y ..3 treated, ,-,Y^e�,tt yt+rt9^ �-qyt,*�• �� $ram, t�iilp ��p+,� gfl,u-' :r.}�'pp�' I dry.. g'FY.y �(, At <s.. 1 }..t 'Y, r��+ nty�s drainage c:ritied. Ili. Anage C. .eft miips fo the dY.2ii.nage area treat .e ,, mP'l.ik fo dri[Llnage to- til'4: fL�c I s, r- ..,.,.... : Rol rr¢.: t#an.., £a rlt� in �.l Fortis: tat , .,t4r_L, a s.l& For €r r_attt)al else,., • t� r �ii I ent ph) sical ind topographic siit�vey for all earth+3n strtictttre�.. Pt�ild� sll�Li14 include a stii�Ae� - �° (�tt�try4i}f�r��a�4� eltttatAtit,�,�,1,�o�a �ti[_�t)�.s_, � ;, . �;, r $ 1 a old rile end vluilli s are per design. s nt,a tee tilled. of Elie p.�i�d �]ott7lll. ui'ef eys sh �` p p � � for i.AIteratims from tic design. iri IC1_ t ttl trip_Cisn nott t X. 1(35(Jrnric)s gull ofir_e higher e'i'f�1C iLt3r'14s tlxrt��s :;hk]'tst � a.�r!sv�r ral;de[ F,r elite Ni,pfa4] 7i. 7 i_1, i Pants, lets%di re and t.y_1x. iitc}'cte. Plans and i II~ttilt;s for all iilrei ts, Pipes, Risers, Weirs itltl. Drainage it [ti°iitiii`es - Display the . ,..... ,T r s ' i 2 2 .. PRODUCT f LL Lt.5 ` R A TJ O N S4 u ..a�s,� Zftu7a, dc;Ft.y.� up t� =r�, It+ or ).�,mzn+- 'sr f drainage static t iies culvert/ i, size Weirs, nlc terial� inlet,, or end tE'es_it.i'Citunt( iil�t�l{ed type o �, 1) pt. 4 x ' r1tTa r.. oacfsr� ,zi�i;a 2 a.ss i+ 2 �,'f_`itr a.i.l•Lu lkL�ive boor. t.ty. fin de[>ai:�atx inlet and outlet protection, all nn-icnt wad invei'telev,�tions colllared to design, �t "` � ti< eusn�.pnars 5nmprarre�a7�e',,+; c}xrasney , ConiRLatations. For significant deviations from design, provit-le seined cciinputations verifying that '. - L .. "`�. L ,. t p]I 1 tznu n,rxc c�&h woH�s3erg, I:a,a � ! d v 17$t%8��lt s3.LCt�u£ittittl£t left ttalr>y��aa ,. ., - 5'a. u t riltFsr ittrt tl tttxrtllr�ls ; ajrtct cRlf€user s tar7rltiial(. att� art+, rau rtrir .]¢a the as -built condition is egLiiwilent or Letter than design. : arr„S,frf,�,r de,eralh tm�rs[ ]crnt,n>t=,��.av ,_ I 9, Bitch Lines - is 1�a ° the constrLieted location of all ditch. lines and channels, including typicatl � `-�- FF EI' ,, if�e�t?siasld lisle.d�'a�an �IZ��L-�, �, tAd Ltr1$�.Cl7�L]t - Is,atn,nelc1 er p��Pc dvarr,y lrar,.�tal�n, r,F�,t e.0 t?f aR,.N i4aiale s srel cant<,:.s tc.i ErL standards; trial rtttrlr r4 to 3rCi mars)' lisLing's'r`4h C E, _ 4 R �sl!3n •r..N��. sl.t .I: alb �aa Fate+s.r Ssw (:it?n,S and fniti & 'U teg%T3Iie,e i er urtq.`ld'1Rt1 ;$f. k,-r�^g- L 3 cleilleilt "IICr'v` - all. platted e<ionlont 4irtll dead book rfeinteS liahe.led. Facilities mild drainage ,,- . . ,(. 4al JEartd3 '�"rilC _ tt�[ia5i r�x W*'r rat p'.rtcr Cfr€tt lsni it n. r€-;4Rrr l� • : S:^-P i w"; '.. k,dSFifY F'.3it 1L a=p'Sm1fS_ . 4ci1 -fin pl ats.nlLst witllicr- I 9 t j #q 3 i#y� y� F t 1 y# y� y 1 y 1fences Suai` S��LH. 1.� it i.i t} .`' ather i� `. i-�7�provisions .- Display Ca' tilt+ � ttF -t � location iY �i safety tl, t' h i•GaA :4 .3 ,r;?tf f.r'/15G t. f:'i'iS er 1$W 191tiff '+"tYrk1 V94. -• ... s^` 'C'i}eS. FML1M�k5'9..4:ia1m8:aID.,l:k* eAieltt dtk,,ie'(vlf iVPulq ,. -r.y 9 (... v : tr r P. :. -� •. 4, trEi.l...e.rr,., M1;,�' to pi�rvistt�il�� leilt..�s, �aiLlydl:nil. inclLidiil�, 9:lr:e t�pey lentla �iad �al_pled end �reratilltfllt., � p tie its l t t f a�+��a.t,�e � F�s>;kim r Irs�x Aa` e, 3 s7s ctex:, _ v . - 2 -'-- -A , -.1 r ,:,lass:.t 113 he>u, ', $' - 1 t} desiori. a:F'3•ram: t._1?'9(P3�,77"]Rf!rai[=jN`>ttrta,�}fR I l ai +, �9tlG?[.�.t?•sLau..s Oar Ira Lw+raa�r�a._vaa aye alri tics tY [,r.e:5; ,' . i s • , - die stout layers, sat d layers, Lie wva �s and cores nl,iust verified as to 1�,. i14�f'3t$iia_�l la�ei5 L�i€�filterille > � � � , u.,.. *hE3-l€c., '--..,- ,....��;.�. ,a a aKs a y a=s,1U o-v r.a rr.xn'r4 e ,a ,rt2r s,f )> n rilltt rt hl err and rat' tl-is- Include inspection reports, Nosing or test pit r� orts € nd niaterk-As �"" -� � d 1 d 4S#:?.n80 '^ -i a0:tL v+nnef.,rrt'. F:Srsv'`fttrnaAdm pf sud §vx]i,,j ,d •ct� [�_r� I � o a I"'"' [- ccrtifications, Biratiiter media must Lie -1 approved state; mix. location t��c"�.ti�2eilt..d$' Al'l±t-= F: Pr::�lWLr;fi�lfd-tavZyn,ii,aC''�raM:u'nia: zt aa�tirai'- L3. �11`:.cess i"�oads- show of accessroads, sttrfitc.e .ni�,gey etc, as applicable. -11 ,: ^�'::},.:tat. 4 ':.IZ t .J rft•::M!]�4YM hV VIt,.t Cllii t:.CUtFR Pt'I4'1':'rc..di:r."iC Yd3.l r]:�'!.YJI 141 Compaction i`eport S ale rtrClet red to verify till compaction in &111S. �a (- ,r AF3� LR $�� �t1 'f EQUAL 15. �'�illiufactLit-er� cei-tific )lions fro>rproprictiiry ��''s ce tifying properinstc`it atlo.n and ftinetio rig. W Z 0 H F■■1 LU Ce TH 0 WNOTTR. COLLINS� U Lie. No. 035791 i� NAL z O a rn w in z O V) F_ � z z iLU O O U U a a U) ¢ ¢ Z 2: m m z ¢ ¢ 0� Ce CL � d w w ce Ce n 0 ,v Ln o � v z � i W 0 3; U (n as z a n x O °r U Q) J Of <C - w co 4 0 e w 211� w � V) o .> U LU c O U Q .D 0 c JO