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SUB201500097 Plat 2015-09-29
VILLAS AT BELVEDERE PRELIMINARY PLAT RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA GENERAL NOTES OWNER: 06100- 00- 00 -154BO WINDMILL VENTURES, LLC 535 FOXDALE LANE CHARLOTTESVILLE, VA 22903 062FO- 00- 00 -000EI ROBERT HAUSER HOMES, INC 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 APPLICANT : WINDMILL VENTURES, LLC 535 FOXDALE LANE CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293 -3719 TAX MAP NO.: 06100- 00- 00 -154BO DB 4505 PG 218 1.89 ACRES 062FO- 00- 00 -000EI DB 2051 PG 003 1.460 ACRES TOTAL PROJECT AREA: 3.35 ACRES TOTAL. ZONING: R-4 RESIDENTIAL- CLUSTER DEVELOPMENT WITH BONUS DENSITY- 57- BONUS DENSITY INCREASE - MIN. 109 TREE PRESERVATION PROPOSED USE: 9 SINGLE FAMILY ATTACHED UNITS AND 5 SINGLE FAMILY DETACHED UNITS DENSITY- 4 DWELLING UNITS PER ACRE PROPOSED DENSITY- 14 DU/3.35 AC = 4.17 UNITS /AC DENSITY ALLOWED: 4.2 DUA OPEN SPA CE, REQ. 0.84 AC OF DEVELOPMENT AREA (25%); PRO V- OPEN SPACE A (0.66 AC) + OPEN SPACE B (0.20 AC) = 0.86 AC (259') THE OPEN SPACE WILL BE DEDICATED TO THE HOA. WOODLAND PRESERVATION: REQ. 0.335 AC (10% OF SITE); PROV.• 0.36 AC (10.79') BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS. • FRONT 5; SIDE: 5;• REAR: 20' SUBDIVISION STREETS CURB WATERSHED: THIS PARCEL IS NOT IN A WATER SUPPLY PROTECTED AREA AGRICULTURAL/ FORESTAL DISTRICT- NONE TOPO & SURVEY TOPOGRAPHY IS FIELD SURVEYED TOPOGRAPHY PERFORMED BY COMMONWEALTH LAND SURVEYING IN SEPTEMBER, 2014. BOUNDARY INFORMA77ON 1S PROVIDED BY COMMONWEALTH LAND SURVEYING BASED ON FIELD DATA AND BOUNDARY SURVEY. DATUM: NAD 83 BENCHMARK. • THE RESERVE AT BELVEDERE SANITARY EX MANHOLE 1, TOP= 450.2J EXISTING VEGETATION: PAR77ALLY WOODED LIGHTING: NO LIGHTING IS PROPOSED PHASING: SITE TO BE DEVELOPED IN TWO PHASES. RECREA TION: COURTYARD (1,6J4 SF) TO BE PROVIDED PARKING: 2 OFF - STREET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING UNIT + 9 GUEST SPACES. BUILDING SITES. PARCELS 1 -14 EACH CONTAIN EACH CONTAIN A BUILDING S17E THAT COMPLIES WITH SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY CODE ZONING ORDINANCE. PARCELS 1 -14 MAY NOT BE FURTHER DlODED. ONLY (1) DWELLING UNIT PER LOT SHALL BE ALLOWED. BURIAL SITES. • 1 CEMETERY IS LOCATED IN THE NORTHEAST CORNER OF THE SITE 1T HAS A OFFSITE PRIVATE ACCESS EASEMENT FROM BELVEDERE BOULEVARD. STREAM BUFFERS / FLOODPLAIN: THERE ARE NO STREAM BUFFERS OR 100 -YEAR FLOODPLAIN LIMITS ON THE SUBJECT LAND AREAS.- PARCEL, PER FEMA MAP 51003CO229D, FEBRUARY 4, 2005. OPEN SPA CE: 0.88 AC. (25%) LOTS 1.97 AC. (60q) ROW DEDICAT70N: 0.50 AC. (157.) EXISTING CEMETERY \ \ \ 33 xs 8, y O :•'::::':' .:;: /g j/ � ii v DB /PG: 2051/003 j \ P 'J_, � SINGLE FAMILY O 20' PUBLIC UTILITY EASEMENT �j L ? \ / EXISTIr�J� PATHWAY \ 9 ': \ LOT .13 TO B EPLACED WITH PROP O D�' \ \ �f 6,362 SF DEVIEOPMENT _. OR DEBORAH TMP 02F0 00 00 27900 \ \ OPOSED AREA OWNER: J _-S UIRES, JAN F WOODLAND Sheet List Table Sheet Number Sheet Title 1 OVERALL LAYOUT PLAN 2 EX. CONDITIONS AND DEMOLITION 3 GRADING, SWM, NOTES & DETAILS PIP- _ iii z LiJ vi ce o ADDRESS: 2038 SHEPHERDS RIDGE ROAD I GENERAL NOTES: \ C NSERVATION ;:•,.:..:.:•.. i ___� ___..... �% 0.36 r' CHARLOTTESVILLE. VA 22901 _ -__- -- \ ACRES ACREAGE: 0.4580 AC i. IMPERVIOUS AREA: ZONING: R-4 O \ \ / LOT 12 ���� , DB /PG: 3856/115 ROADWAY= 13 936 SF (0.32 AC) o r . 6,210 SF - SINGLE FAMILY SIDEWALK/DRIVEWAYS= SF (0.29 ACf .n Ln 4 BUILDINGS= 26,941 SF (o.62 AC) LO 2. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE 0 .M o ITE TRIP GENERATION MANUAL , 8TH EDITION. CODES 2 3o W ERE USED Ln 00 o \ / FOR THE DEVELOPMENT LOT 11 i/ s EXISTING PROPOSED 1 DWELLING UNITS 6,367 SF. iSiDE , ° WATERLINE ADT RATE - 5 86 VPD PER DU = 82 ADT 1 ENTER i EXIT tf SETBACK (4 /4 ) E \ \ PROPOSED P) zo' Pusuc (TIiITV EASEMEriT of f_ AM PEAK RATE - 0.44 VPH PER DU = 6 VPH (1 ENTER /5 EXIT) \ \ io' ASPHALT PATHWAY '''. :.:: ".'•, \ PM PEAK RATE - 0.52 VPH PER DU - 7 VPH (5 ENTER /2 EXIT) I \ \ (P) 5' SIW (TYP)• o 3. THIS SITE CONTAINS NO MANMADE OR PRESERVED SLOPES. 1 \\ + PHASE LINE 4. ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE - LOT 10 Qz EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. u 6,466 SF � > I I PHASE •.. NO ON STREET LIGHTING IS PROPOSED WITH THIS PLAN. _. (P).z EMERGENCY a� M AQCESS BOLLARDS w \ 6. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. \ : 's•'� W NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. I ,� �' 7 M \ LOT 9 �� 4 ....._ -. 6603 SF m °QFm u5 > ti \ y� Q o EAR_.. � � 63• 0 PORTION OF TMP � a POR } TMP: 06100- 00 -00- 15500`:, ` \ k 62FO- 00- 00 -000E1 M t OWNER: CHURCH OF GOD; HEN'` Y & ` kkk ♦ , HAROLD HAGA TRUSTEES 0 ADDRESS: 1025 E RIO ROAD d CHARLOTTESVILLE, VA 2901 x LOT gg Gf TMP: 082F0 -00 -00 31300 1 ACREAGE: 6.9100 AC , \ >' 6 SF' ;r OWNER: S IfALLINGS, WARREN OR VIRGINIA o. RESS: 033 SHEPHERDS RIDGE ROAD ZONING: COMMERCIAL OFFICE � - 65' DB /PG: 1134/635 ' \ �ti° + HARLOTTESVILLE, VA 22901 N o CHURCH ACREAGE:i9.�890 AC Q ' (P)CG i2 (P) CG z ZONING: R -4 0 lMl� PLY o B /PG: 38731382 LE FAMILY j ii ype W N Z f....__ r� + Rev iewed a ApprOVed by the N -1 community f .1E�VU�IU 1 � 1� t D Department ° Date W Q EXISTING NON- EXCLUSIVE EASEMENT File #�� 2015 �CD�T ( i EXISTING ENTRANCE_ -- OF RIGHT -OF -WAY FOR LOT 323 - ----- z - - - -- - '° DB. 2478, PG6z6 ! , ' ,, W - TO CHURCH TMP: 06100 -00 -00 -16400 �? rn ' �, PROPOSED OWNER: SHEPHERD, VALERIE M () CG -12 (_ �5 RN✓ 1;' : + ADDRESS: 26 CLIFTON TERRACE `Slgttature J W (P) OFFSITE VAR WIDTH WEEHAWKEN, NJ 07086 ° PR I DEDICATION zo * C0" rVrn0 A , ACCESS EASEMENT ACREAGE: 4.2780 AC _ .._• LOT 7 ZONING: R -4 �i p �CU�'Ea 11_ ° FOR EMERGENCY ACCESS I PROF ING �I �,g42SF ° ? SINGLE FAMILY 02 GRAPHIC SCALE + r . �t r ''^^ Q 6' PLA ING { SINGLE FAMILY , U) STRIP I -65'. , x: - �' W r P 40 0 20 40 80 160 O - 122' - c ,,:') ,/'• W 0 l l I w, I 1 �', (o.zoAC) 41.869 SF a O: A 3 q LOT 6. <y ( IN FEET) v W PROPOSED 1 inch = 40 ft. n/ , tit C- 65' _j o ( v 10' ASPHALT PATHWAY t I + PA VED PARKING AND CIRCULA 77ON LANDSCAPING CALC _3 I Q Q o REQ: 57. OF 11,500 SF AREA (575 SF) { CL s. PROPOSED PROV 5 QP ALONG PARKING SPACES (5 *419 =2095 SF) i I Gap (P) SA NITARY SEWER ✓ j ° a �� PERMEABLE PAVERS �, W c� a� I N LOT 5 LEVEL I IN ALLEY AND TREE CANOPY REQUIREMENT z W :: ::•:' _ - ) R Q 20q OF J. 35 AC ( 67 A I z 6,310 SF � PARKING AREAS TYP. SSA 't i W FONT !� .,' I I I 65' ( (3 WATER SEE SHEET 3 NATION 36 A E o 0 C) SETBACK T e + PROW EXISTING TREE PRESER (0. C) + PROPOSED TREES (.32 AC) =0.68 AC \i O a ' ;• ? TMP: 0610- 00- 00- 0154BO v z f i W E -� NOTE., 77-1E LAND W GAPING AND SCREEN i I � (Pj WATER � } ? f� _:.�, � ,< , , ; .• � OWNER: WINDMILL VENTURES, LLC � - - SCREENING REQURIREMENT OF SECTION 327.9 WILL BE SATISFIED ': 1 { s tts LATERAL; { W177 -1 THE LANDSCAPING PLAN OF THE FINAL SI7E PLAN. ADDRESS: 535 FOXDALE LANE at 4Q : 4,t • : 4 SIDE : Y t� :.:•:,.:•.:•. ::•'. :'• +„ CO ECT PROPOSED SANITARY { CHARLOTTESVILLE, VA 2203 I SETBACK y, SE RAT EXISTING MANHO ACREAGE: 1.9260 AC ( 20 I �/� Z •....._ ZONING: R -4 �LL� I REAR '� �' r DB /PG: 4505/218 "I S ABED DRIVEW vJ w f LLJ �. SINGLE FAMILY I (�' 1, FOR LOTS & z I I 3 4 (P) zo' PUBLIC UTILITY EASEMENT play�+ �p� end ,_..�:•':'C: :' :• ?,�•:.. �;ril.. i : I I N: :' Plant V W CD PRELIMINARY PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf TOTAL SITE QUANTITY COVERAGE (sfl TREES QP QUERCUS PALUSTRIS PIN OAK 2 1/2" cal. 419 33 13,827 TOTAL CANOPY W° 13,827 ' r TO BE REPLACED WITH PROPOSED � lW, DEVELOPMENT��`� _ D� a� 40'40' 40.. ROAD � II (P) SANITARY SEWER I 3s ^& >> r - -- I; I I \ 26, EXISTING CULVERT ...�-.... EAR7H DITCH 38' - - II 0 t _ V !_iO l �% �`�`-- - ---�- ° + b bD. b ° 4s -`� _......__..._... T DRIVEWAY CULVERT :;::•::::::;:, (P) WATER _ _ - -.. _ DROP NLET & S77RUC7URE NO. + M iF_F- - -.. N // - + P BENCH MARK b LATERAL / �n - _ + 7,7 - -- , - -- - CURB � w L : :C5P1 N SPPkCE' - CURB &GUTTER - - - - - CLEARING LIMITS 0 = LU o / Os /w( ) V VDO :•(tr,' AG), :., :,..: '\ / (P) zg OP PROPOSED PA MENT T STANDARD STOP SIGN P ' S TYP . ° N RIO ROAD (STATE ROUTE 631) 70B O. � •. � :� :,:. r "��� !. �� ; , � / _ `. - - - -200- - - - ° VAR WIDTH ROW PUBLIC ROAD PROPOSED PERM PAVERS EXIS77NG CONTOUR 142101 - ° �I 40 MPH SPEED LIMIT 0 `w.. MATC�ILI 5: THIS}:': __.__ _____ .__ EC -3A DITCH PROPOSED CONTOUR SCALE 200 m LE DEPTH OF EC -3A DITCH 240.15 PROPOSED SPOT ELEVA77ON .:•':• :° P� f EC -2 DITCH m LOT g8 z SF 14 � 11s� (P) SANITARY SEWER - %r SHEET N0. n_ 4, � , a; g° DEP7H OF EC -2 DITCH a, WW Z J U) 0 o T W° ' r TO BE REPLACED WITH PROPOSED � lW, DEVELOPMENT��`� _ D� a� 40'40' 40.. ROAD � II (P) SANITARY SEWER I 3s ^& >> r - -- I; I I \ 26, EXISTING CULVERT ...�-.... EAR7H DITCH 38' - - II 0 t _ V !_iO l �% �`�`-- - ---�- ° + b bD. b ° 4s -`� _......__..._... T DRIVEWAY CULVERT :;::•::::::;:, (P) WATER _ _ - -.. _ DROP NLET & S77RUC7URE NO. + M iF_F- - -.. N // - + P BENCH MARK b LATERAL / �n - _ + 7,7 - -- , - -- - CURB � w L : :C5P1 N SPPkCE' - CURB &GUTTER - - - - - CLEARING LIMITS 0 = LU o / Os /w( ) V VDO :•(tr,' AG), :., :,..: '\ / (P) zg OP PROPOSED PA MENT T STANDARD STOP SIGN P ' S TYP . ° N RIO ROAD (STATE ROUTE 631) 70B O. � •. � :� :,:. r "��� !. �� ; , � / _ `. - - - -200- - - - ° VAR WIDTH ROW PUBLIC ROAD PROPOSED PERM PAVERS EXIS77NG CONTOUR 142101 - ° �I 40 MPH SPEED LIMIT 0 `w.. MATC�ILI 5: THIS}:': __.__ _____ .__ EC -3A DITCH PROPOSED CONTOUR SCALE 200 m LE DEPTH OF EC -3A DITCH 240.15 PROPOSED SPOT ELEVA77ON .:•':• :° P� f EC -2 DITCH m LOT g8 z SF 14 � 11s� (P) SANITARY SEWER - %r SHEET N0. n_ 4, � , a; g° DEP7H OF EC -2 DITCH a, V) Q) L Q x s 0 .3 c 6 C O U 7 L C O U i O C 6 C N N O O 3 O O O Q L Q T c O L Q) U) O C 6 O C- C) Q C L O N O / / __(� / / I'll � * I � . � i , <1.1 I,- � I , / ,� "��, �_ � I , I \ " ------- ,I , , i I/ , I - ---- - - - , (LEVEL 2) DRY SWALEW DESIGN & REQUIREMENTS: ,,,,j/, I �,_ , , �\-_ i , � %z" e I i � I / I "I 1, 'IN \ \ ( / _ , , \ � 3,293 cf 11 i I ". ,111/ / __ __ I "..., I I , \ \ � �, / / � 1� // Treatment Volume (Per VRRIVI Calculations) , i , � "I , , , ., I 1, I \1 �, \ / / \ / *Minimum Surface Area Required (Tv* 1. 1/Storage Depth 2,064 sf ...... I ........ / " " � I _ , I I \ \ I 11 11 I - i 1, � ( / � 11 - 11 i F � I Surface Area Provided 2,918 sf : .:,".,. 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I I � I I A� THE DRY SWALE IS DESIGNED TO TREAT RUNOFF FROM THE PROPOSED DEVELOPMENT AND I I , I .1 ,_ AN EXISTING LEVEL I WET POND. "' �. 4, I 1� , , I I L ,_ , SEEN= ce I ", ,Z) ... \� I , ,/ . I , 7 )", 11 ;�4 , > I I N OVERLAND DRAINAGE IMMEDIA TEL Y UPLAND OF THE PROJECT RUNOFF REDUCTION WILL BE PROVIDED BY THE PERMEABLE \ , I L . F k Z ,:. . I 1>,', ,-/-I' � .... ... - " I *L11. I 1. , _1 " � PAVEMENT AND DRY SWALE, AND ADDITIONAL STORMWATER DETENTION FOR THE PROPOSED DEVELOPMENT WILL BE PROVIDED \ ,�,�, \11 ,.. ", ,_1 � L . I I.I.LL-1.11 �, _Vf � L i � - / , , � I I . , , � � L . . , _ I _ , I", t __? I , � . I � I , 1 "' � � � I I � , , -, � I � � L r / , I " '_ .., - I ; _ � \\ � \ \ \ I L 1 '' L r . I * . L: . . Z� BY THE EXISTING DUNLORA POND (WET POND). ", �/ � , � I - \ ,_� � - L . \ 1� . I / j -,-,-, 'LL L ::,: . .1 -_ \ I I : I . . . _�Ir 08.,,, i I , \ i I I I I , _4_1 - I � , .tjl�f . � I I , - I 9� ' 7 ,,__ - . ,%,O>, I �t\� 1 FINAL DRY SWALE LANDSCAPING TO BE DETERMINED WITH THE FINAL SITE PLAN. \ ,�"__ \ _* \ 1 I" i I � / F ce ,11 I'll, \ '1\ 11 \ ,(,J I I . I � I L - .,/ j , _ L � I / . . , _, I , - � � . I I rk)A! I ,f / \ "I, 'LQW,�PAT '11q� I V I . , Z' �&7(tk'/ I 0 1 DA #A F I 1� I . -1 \ '�, - : " �_ �v . I . L . . /. ��"*, 7-," I I _`( - 0� (D - . L I 6' if / _,� - , �i \1 , _ SHEET FLOW T 0 1j I I/ I LL 1. I . I I . . I L , 1i - _ -I-- " "I VirginiaRunoff Pteductlion Method New Devotopmont Worlimtwot - vU - June 20114 _-L--_L ...... " V -�- . I . I . � - -, *� I ; , _j LU I-,-,-. CONC. FLO) 0. � : . . I � I i ; � -_ \ � ,I � . . L L .1. ... � . , ,�/ , I I 1, I" % - " 0� � I , , I I - � �t$. I I " , L '�'� I-i - ,.--- ,- , " �, f,� . " I I ;1 i �e ", _ 1 \ CHANNEL FLU -11-:.= .0 r , 1. . f' L - .. � / I , I _�' 1 / - FINAL " I .. . _j \ �� . 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I , ` "' �, i , ( � ' \ " . ` I � ` " � ` 7 ;' - '' , ) 4 !-"!/ ,L,,�-" - S.A.=2,065 z�f req'd Z > � ,,, 1\ '\ -_ � . I I I I I L � � j j � �j 43 � �'! -1, 7___1 , I / I � - � �, _, � �� I � , _/ N �,::t::: 11, � 11�\ '� L . , ' L ill � " , , ; "; i I F—i z , � \ .... 1-1 , I, N, I //_" ,� 1� I .. . / "� "I I I 'I,' � I \ - L _ �1- L L - . 11 - DA �6`-'F�LOW4,kA, I .. I ; " - * -1 I I I I . I " , S ORMWATER NARRATIVE SHEET FLOW Tb- 0. 2 � � � ,�, " , j ,, _ :� I �__11' -_ LU ..J < I , �-f V � L � f, I I—- , I \ � ' \ 4/ ___ . . 11 - /__ ... 11 _; 11 ; :1. '1� �_" _j Uj \ CON C. FLO�Tc=0',Q . . , - --' X t � I . ''Ill � '' �, - ., \ CHANNLL FL�OW T,p= . � I . .. If , I I ,_,� �, - e . ___ z I HE USE OF PERMEABLE PAVERS, A LEVEL H DRY SWALE, AND L .... \ — " "y � , _� /,-, _j STORMWATER RUNOFF SHALL BE TREATED ON-SITE THROUGH T \ I �, ��� "__, � 11 I 11 .1 0,71 �_[111�1 I I- -, j, , , FINAL Tc=0.131 hrs., - , � I -_ 1 . — (D \ 17, 1 1 . I I 1', I F- ,,�/ , .. . I I � I I A� THE DRY SWALE IS DESIGNED TO TREAT RUNOFF FROM THE PROPOSED DEVELOPMENT AND I I , I .1 ,_ AN EXISTING LEVEL I WET POND. "' �. 4, I 1� , , I I L ,_ , SEEN= ce I ", ,Z) ... \� I , ,/ . I , 7 )", 11 ;�4 , > I I N OVERLAND DRAINAGE IMMEDIA TEL Y UPLAND OF THE PROJECT RUNOFF REDUCTION WILL BE PROVIDED BY THE PERMEABLE \ , I L . F k Z ,:. . I 1>,', ,-/-I' � .... ... - " I *L11. I 1. , _1 " � PAVEMENT AND DRY SWALE, AND ADDITIONAL STORMWATER DETENTION FOR THE PROPOSED DEVELOPMENT WILL BE PROVIDED \ ,�,�, \11 ,.. ", ,_1 � L . I I.I.LL-1.11 �, _Vf � L i � - / , , � I I . , , � � L . . , _ I _ , I", t __? I , � . I � I , 1 "' � � � I I � , , -, � I � � L r / , I " '_ .., - I ; _ � \\ � \ \ \ I L 1 '' L r . I * . L: . . Z� BY THE EXISTING DUNLORA POND (WET POND). ", �/ � , � I - \ ,_� � - L . \ 1� . I / j -,-,-, 'LL L ::,: . .1 -_ \ I I : I . . . _�Ir 08.,,, i I , \ i I I I I , _4_1 - I � , .tjl�f . � I I , - I 9� ' 7 ,,__ - . ,%,O>, I �t\� 1 FINAL DRY SWALE LANDSCAPING TO BE DETERMINED WITH THE FINAL SITE PLAN. \ ,�"__ \ _* \ 1 I" i I � / F ce ,11 I'll, \ '1\ 11 \ ,(,J I I . I � I L - .,/ j , _ L � I / . . , _, I , - � � . I I rk)A! I ,f / \ "I, 'LQW,�PAT '11q� I V I . , Z' �&7(tk'/ I 0 1 DA #A F I 1� I . -1 \ '�, - : " �_ �v . I . L . . /. ��"*, 7-," I I _`( - 0� (D - . L I 6' if / _,� - , �i \1 , _ SHEET FLOW T 0 1j I I/ I LL 1. I . I I . . I L , 1i - _ -I-- " "I VirginiaRunoff Pteductlion Method New Devotopmont Worlimtwot - vU - June 20114 _-L--_L ...... " V -�- . I . I . � - -, *� I ; , _j LU I-,-,-. CONC. FLO) 0. � : . . I � I i ; � -_ \ � ,I � . . L L .1. ... � . , ,�/ , I I 1, I" % - " 0� � I , , I I - � �t$. I I " , L '�'� I-i - ,.--- ,- , " �, f,� . " I I ;1 i �e ", _ 1 \ CHANNEL FLU -11-:.= .0 r , 1. . f' L - .. � / I , I _�' 1 / - FINAL " I .. . _j \ �� . 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All � 11 \ \ \ \/ , �� 0 " 11� => Ske, Land Cover Summary Site Rv M"Mm Post Development Treatment Volume (ft3) Mww= Post Development TP Load (lb/yr) 11 1111111111111111111111111111rn� Own nnrmll Liaiu E, 11 �� ��� � U LU I - ��� �� _: _,-- _ _ __ __ # . m � Im, - _ I E � #= i Site Rv 0,45 Post Development Treatment Volume (ft3) 6268 Post Development TP Load (lb/yr) 3.94 Post Deve!2 meat TN Load (;b/yrl 28.17 Total TP Load Reduction Required (lb/yr) r 235 Total Runoff Volume Reduction (ft l " 2395 Total TF Load Reduction Achieved jlb/yr) � 3 Total TN Load Reduction Achieved (177M) l' ' Adjusted Post Deve o P7,77 TF =1 (IM 19.72' 1.371 � lRemaining Phosphorous Lead Reduction (Lb/yr) Required ::::::::::::::::::::::::: :,::,:�::::::�:::,::::::�:,:,::::��������������!��������!������0401 i� Dralftagg Ai*a Summa - = - y., W. iiiiiiiiiiiiiiiiiiIi E rI NEUM i - i � ��� �� 'Lim MINM D � = � � � �� ��� �� _: _,-- . � - _ I II Drainage Area Compliance SummarV - M�f E333��Mzz � ��� �� 'Lim MINM D # - � I . ... : . . : I � : I 1� - - I � - ? � " 'I .. . ... � f_', , �, ,i--� i�_ - ; " I . 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