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HomeMy WebLinkAbout2000 09-14 PCP PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER SEPTEMBER 14, 2000 REGULAR SESSION 1. Call to Order: 7:30 p.m. 2. Roll Call - 3. Approval of Minutes - August 10, 2000 4. Chairperson's Explanation The Planning Commission is an advisory body. One of the Commission's functions is to hold ublic hearings. In the matters concerned in these hearings, the Commission P g g� makes recommendations to the City Council. The City Council makes all final decisions in these matters. • 5. Ryan Companies US, Inc. 2000 -021 Request for Site and Building Plan approval for a 110,700 sq. ft. industrial building at the northwest corner of Azelia and Lakebreeze Avenues North (4830 Azelia Avenue North). 6. Other Business 7. Adjournment i i -s Application Filed on 8 -17 -00 • City Council Action Should Be Taken By 10 -16 -00 (60 Days) Planning Commission Information Sheet Application No. 2000 -021 Applicant: Ryan Companies US, Inc. Location: Northeast Corner of Azelia and Lakebreeze Avenues North (4830 Azelia Avenue North) Request: Site and Building Plan Approval The applicant, Ryan Companies US, Inc., on behalf of Twin Lakes II, LLC (Paul Hyde) is seeking site and building plan approval for the second phase of the redevelopment of the old Joslyn Pole Yard site and surrounding property to the south. The property in question is zoned I -2 (General Industry) and is the proposed Lot 1, Block 1., Joslyn 2nd Addition, which received preliminary plat approval by the City Council on August 14, 2000, under Planning Commission Application No. 2000 -018. This property is bounded on the north by the Soo Line Railroad; on the east by the ro osed Lot 2, Block 1, Joslyn 2nd Addition, which currently contains the Dale p P Y Tile Building and an off site parking lot for the Northwest Racquet Club; on the south by Lakebreeze Avenue with the racquet club on the opposite side of that street; and on the west by Azelia Avenue and Lots 1 and 2 Block 1, Joslyn Addition, containing the entrance into the • Wickes development and vacant land containing some of the monitoring equipment for the former Joslyn site. On the opposite side of Azelia is roe zoned R -4 Multi Residence Y PP property rtY ( ) containing an apartment building and other residential property. The applicant proposes in this second phase of the redevelopment to construct a 110,700 sq. ft. speculative office /industrial building on this eight acre site. The proposed use is a permitted use in this I -2 zoning district. The site under consideration is a portion of the Joslyn property and the old Davies Water Company property that are being combined under the above mentioned plat. The Joslyn Pole Yard property, as the Commission is aware, was listed as a federal "super fund site" and had been undergoing a clean up of the property to an industrial standard under a supervised agreement with the Minnesota Pollution Control Agency (MPCA). The clean up has proceeded to a point where the U S Environmental Protection Agency delisted the Joslyn Manufacturing and Supply Company site (except the westerly portion) from the National Priority List. On June 1, 2000, the MPCA delisted the site (except for the westerly area) from the State of Minnesota's permanent list of priorities (see attached correspondence dated June 12, 2000). As with the development of the Wickes Distribution Center, this proposal can proceed provided development on the former Joslyn site is consistent with the MPCA approved report entitled "Developers Response Action Plan Addendum and Work Plan for Implementation of the Joslyn Site ". Attached is a September 1, 2000, letter from MPCA acknowledging that the plans • 09 -14 -00 Page 1 r submitted are consistent with the above mentioned report but that possible future access road • construction would be subject to a deed restriction on the site that will require additional submittals from the property owner if such plans go forth. The City has established a Soils Tax Increment Financing District (TIF) to assist in the redevelopment of this property that was in effect at the time of the Wickes Distribution Center development and also encompasses a development agreement to proceed with a three phase redevelopment of the property in question. Again, this is phase two of that three phase redevelopment. ACCESS/PARKING Access to the site is to be provided at two locations. One is a shared access off of Lakebreeze that will serve this site (primarily the loading dock area at the rear of the building) and the phase three development lying further to the east. The other access point will be to the main parking facility for the site off of Azelia Avenue directly across from the access leading to the Wickes Distribution facility. Also, as the Commission is well aware, the Minnesota Department of Transportation (MNDOT) is preparing for an upgrading of TH 100 from Golden Valley to Brooklyn Center in various phases over an approximate five year period. Part of that improvement will be the development of an interchange at France Avenue requiring the raising of the Soo Line Railroad bridge over TH 100. This will cause a need to redo access in this immediate area. Current plans are that • France Avenue will no longer be a through route because of the grade problems at the Soo Line crossing. Access through the area has been determined to be by extending Azelia Avenue and tying it into 50th Avenue at France Avenue. There has been more discussion with respect to this plan and various meetings have been held along with the City retaining a consultant (Short Elliott Hendrickson) to facilitate discussion between neighboring concerns and Highway Department concerns. To date no additional right of way has been acquired to extend Azelia Avenue through this area and the development plans and platting that has gone forward indicates Azelia ending in a cul -de -sac at the approximate location of the Wickes Distribution Center access. However, the site plans approved, and the plan at hand, both allow for the extension of Azelia to the north and do not interfere with such roadway planning. It should be noted that if changes to these plans result in a need for an alternate route as has been proposed by some neighboring property owners that it can be accommodated on the area proposed for the third phase in this redevelopment project. Therefore, it seems appropriate at this time to proceed with the site and building plan review for the proposed 110,700 sq. ft. phase two industrial building. Again, the access from Lakebreeze will be primarily a truck access shared with the neighboring property to the east leading directly to the loading facilities behind the proposed building. This driveway width slightly exceeds the 30 ft. wide driveway maximum that is typical in most commercial and industrial developments. Allowing the 40 ft. width without concrete delineation 09 -14 -00 • Page 2 i • will accommodate semi truck movement which will be in and out of this area. The other access, off Azelia Avenue, is limited to a maximum of 30 ft. in width and will accommodate primarily non -truck traffic. Access to parking spaces can be gained around the entire building. Parking for this 110,700 sq. ft. facility is based on a combination of the office parking requirement (one space for every 200 sq. ft. of gross of floor area) and the industrial parking formula (one space for every 800 sq. ft. of gross floor area). The plan calls for 26,675 sq. ft. of office space requiring 136 parking spaces and 83,025 sq. ft. of industrial, manufacturing and warehouse space requiring 104 parking spaces. A total of 240 parking spaces are required for the entire site given the proposed office to industrial mix anticipated by the plan. The applicant's plan provides 227 parking spaces to be located around the north, west and south sides of the building and 13 "proof of parking spaces" to be located to the rear of the building and are designated as dotted lines on the site plan. Such an arrangement appears to be appropriate given the size of the building and the great amount of parking already being provided. It is not certain that the actual occupancy for office space will be as proposed because the building is speculative in nature at this time. However, if necessary, the additional 13 parking spaces could be provided b the applicant in the az3' p g p p Y PP future. B -612 curb and gutter is required around all driving and parking areas and is noted on the site I plan. The loading dock areas are accessed from the common access to the east. The building elevations show the potential for 12 loading docks along the west wall of the building servicing the site. Access to the office areas would be along the west and south elevations where more • store front or office accommodations are provided. GRADING/DRAINAGE/UTILITIES The applicant has provided a grading and drainage plan showing a storm water detention pond and silt fencing for erosion control. The applicant is required to receive Shingle Creek Watershed Management Commission approval of their plans and is providing a detention pond to service this area which will be located off site to the northwest of the building itself lying between this facility and the Wickes Distribution Center. The storm water detention pond would lay to the west of Azelia Avenue if it is extended as has been proposed by MNDOT. As mentioned previously, the plan has been submitted to the MPCA for their review and is acceptable. Their plans call for working around containment areas and monitoring wells on the site which will need to continue in order to monitor and treat ground water on the site. Drainage from the paved areas will be handled by storm sewer which will collect water in catch basins located around the perimeter of the property to be conveyed into the proposed storm water detention pond. It is anticipated that the applicant's watershed plan will be on the Watershed Commission agenda for September 14, 2000. The City Engineer is reviewing the grading, drainage and utility plans and will be offering written comments. 1 One particular matter that will need to be addressed is a modification to the grading plan to indicate a 4 ft. To 4 '/2 ft. high berming area to be located in an approximate 42 ft. green strip • 09 -14 -00 Page 3 along Azelia Avenue. City ordinances require screening of activity areas where industrial property is across the street from multi residentially zoned property as exists in this situation. The applicant's have provided a cross section detail showing an approximate 4 to 4 1 /2 ft. high rise in the reen strip area for the purpose of primarily screening vehicles located in the parking g P pmP p Y g P g lot from the residential area across the street. The grading plan does not show such an elevation change and should be modified prior to the issuance of building permits to acknowledge this type of berm. City ordinances require a minimum 25 ft. buffer area where industrial zoned land is located across the street from multiple residential land. Activity areas are to be effectively screened from view in a manner approved by the City Council. Section 35 -711 of the city ordinances also requires parking lot screening where parking of more than six vehicles is across the street from residentially zoned property. No specific screening height is indicated in the ordinance, however, such areas are to provide effective screening at least of this parking area. It appears that the 4 1 /2 ft. high berming proposed would be effective provided the 4 1 /2 ft. rise is measured from the parking lot rather than from the street elevation. A six inch water line will be provided along the east side of the building tying into an 8 in. water main that is located in Lakebreeze Avenue. The sanitary sewer connection will also be from Lakebreeze tying in at the southwest corner of the building. The building is to be equipped with an automatic fire extinguishing system that meets NFPA standards and is required to be monitored through a central monitoring device. The site plan currently shows the building being serviced by four fire hydrants, two of which are existing along the west side of the building and two new proposed hydrants, one at the northeast corner and the other at the southeast corner of • the building. Further review of the number and locations of fire hydrants by the Building ' Official and Fire Chief is in order. i LANDSCAPING The applicant has submitted a landscape plan in response to the landscape point system used to evaluate such plans. This 8+ acre site requires 522 landscape points. The applicant's proposals provides 522 points through a variety of plantings. The plan calls for 260 points in shade trees including Patmore Ash, Greenspire Linden, Green Column Maple and Northwood Red Maple; 204 points in evergreen trees including Austrian Pine and Black Hills Spruce; 26 points in ornamental trees including Adams Crabapple, Amur Maple, Japanese Tree Lilac; and 32 points in shrubs including Black Chokeberry, Mohican Viburnum, Gold Flame Spirea and Sea Green Juniper. The landscaping is spread out uniformly around the large green strip areas along Azelia and Lakebreeze Avenues with some landscaping around the building foundation. Shade trees are interspersed with coniferous trees in the green strip along Azelia Avenue adding to the approximately 4 1 /2 ft. high berm in this area to provide screening as mentioned above. The Planning Commission should recommend whether or not this is considered to be appropriate screening as per the ordinance requirement. The same pattern of shade trees and coniferous trees continues around the west and north portions of the parking lot. That pattern is also in the green strip area along Lakebreeze Avenue. Five evergreen trees are provided in a planting area at the 09 -14 -00 • Page 4 southeast corner of the site to assist in some screening of the loading area. The shrubs and ornamental trees are used as foundation plantings close to the building and in island areas at the corners of the building. All in all the landscape plan appears to be appropriate, provided the Commission concurs in the required screening. BUILDING The applicant has provided building elevations and a floor plan for this speculative office /industrial building. The building elevations show the location of loading docks on the east side of the building and the office /store front exterior along the west and south sides of the building. The exterior finish is to be a pre -cast wall panel with 12 in. reveals that are carried around the building. The west elevation provides glass entry doors and store front windows at the various office locations. The color is not yet indicated on the plan. LIGHTING/TRASH I The applicant has submitted a lighting plan indicating compliance with City ordinances. The plan shows a mixture of free standing and wall mounted lighting. There are fourteen freestanding light poles located around the perimeter of the parking lot. These are 400 watt lights that are 25 ft. in height. No fixture is shown, however, they should contain lenses, • reflectors or shades so as to concentrate illumination on the property and to prevent glare off site. The foot candles shown on the lighting plan do not exceed those authorized by City ordinance. The plan also calls for 10 building mounted light fixtures, 6 along the west elevation and 2 each on the north and south building elevations. These also are 400 watt lights and should contain the same type of shading and reflectors as the freestanding lights directing light downward on the site and avoiding glare. Five 1,000 watt lights will be located on the east building wall to light up the loading dock area. The plan does not show any outside trash area. Apparently trash will be contained within the building. If, however, there are trash facilities out of doors, or compactors, they must be screened with a screening device that matches the building exterior and contains a solid opaque gate. There is no place on the site plan that is indicated for the outside storage of trailers. The receiving and loading dock areas are not of sufficient size to accommodate dead storage of trailers and it is, therefore, not comprehended as part of the site plan. If such activity is to be undertaken, the plan must be expanded to show a specific trailer storage area which should be screened, otherwise no such storage activity should take place on the site. 09 -14 -00 Page 5 RECOMMENDATION • All together the plans appear to be in order, however, there are some minor modifications that need to be made such as the grading plan corresponding with the berming to be provided in the green strip areas along Azelia Avenue. Approval of the application should be subject to at least the following conditions: 1. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. 2. Grading, drainage and utility plans are subject to review and approval by the City Engineer prior to the issuance of permits. 3. A site performance agreement and supporting financial guaranty in an amount to be determined based on cost estimates shall be submitted prior to the issuance of permits to assurance completion of site improvements. 4. Any outside trash disposal facilities and rooftop or on ground mechanical equipment shall be appropriately screened from view. 5. The buildings are to be equipped with an automatic fire extinguishing system to meet NFPA standards and shall be connected to a central monitoring device in accordance with Chapter 5 of the City Ordinances. 6. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 7. Plan approval is exclusive of all signery which is subject to Chapter 34 of the City Ordinances. • 8. B -612 curb and gutter shall be provided around all parking and driving areas with the exception of where surmountable curb is provided for handicapped accessibility. 9. The applicant shall submit an as-built survey of the property, improvements and utility service lines prior to release of the performance guaranty. 10. The property owner shall enter into an easement and agreement for maintenance and inspection of utility and storm drainage systems prior to the issuance of permits. 11. The applicant shall provide appropriate erosion and sediment control devices on the site during construction as approved by the City Engineering department. 12. Storm water drainage systems and the detention pond shall be approved by the Shingle Creek Management Commission prior to the issuance of permits. 13. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center current standard specifications and details. 14. The plans shall be modified prior to the issuance of permits to indicate the nature and extent of berming to be provided in the green strip areas along Azelia and Lakebreeze Avenues. The rise of said berming shall be at least 4'/2 ft. measured from the elevation of the parking lot. 09 -14 -00 Page 6 _ • 15. There shall be no dead storage of trailers on the site. Said vehicles are to be parked or stored at loading dock areas only. 16. The plat approved under Planning Commission Application No. 2000 -018 shall receive final approval by the City Council and be filed with Hennepin County prior to the issuance of building permits. • • 09 -14 -00 Page 7 Y r- , �; _ - • . !� iii �.� "� :IL �' � � = / .. ,, � ,` i� iii lilt : ■ �■ � '_�� -. ;� 111 �lll� �'�■1 �.. : ' � • lima own mill _ / 1♦i� �i t _ bill VA r t•J - Y ti fiY :yi �� -� A SJ > - -� ■ E. I Kill ■ �`.� lo- � �"` g ♦ �' = -� -- ♦ � �k_'l►'.1 .lLy� 1 CZ) C\j �i n a a. 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':,^�:'�L"�:"" &WMYN CENTER YIM MMA �Z m�� MUM MOM e [ 1 1s avow 'r. ■ I MY tow M■a s N'�r" Am loll .. i •�l��olr 1 i I ■a■r ,ia 8: s. �' .. 1 SECTIO 011E S a ECTION' 33 . T M IE PORNH 91 FOR w' d S1 TPHGL lOPI1JM 9101E FM LM1Y lis TPGL MOOOR FOOIHO; !/M1, d ^ W MEU1� $fM. JM KV. M ML PMM MM IIIIIIIII11M TO WJL HpIB. .. Y Ar p l.a ..: r�n r i,LJlgN�r a fA' ■■I■e msw fis � � M . Mw _M_ .u'■■ wa ■O U ®. gem . � � i , n..■M■ law.. I uc'�Gi'or'i �q j 1 • infra M ' Ml,a la— I 1 r NMmim r/ . J1- -- - - -- -- J . s CT ■®SECTION to LOADING DOCK W/ - - - - - LEVELER sa 7YPM 70POPAU SHIM FM VX. st TIOCK T]PQINIY 9qE tox '!^^� m .EIILI000R 00011 9oor . •/r- m 111'rJl WJL SFCInN yr rd - JI516 m WILL PAM JIS! PAMUM W WILL PMIL . • � �� Vr m wa � � an�s..ud _ _ - - 1 ' ■oar .. Mae r'r .. , Wwo 1 , ,0 n LOADINQ DOC 0 LEVELER 1: 'S ON my Sam •i - 0 • j M. �vJVJ ■ ■rr �_ REAL ESTATE RECYCLING ' S3 6ASlI�N .+�• Ryan Companies Us, m ° ••'°!• M I .. •�_ sarrrr rrr�r �� r w. ' M1Yw t6 T a r wliel w m. III /a y oo,e tl en I '�`�� rrrmx • .. - I s rm may' n'mIW 1 I � a 'RV e I - w alm. agar , : We w v aer ac Sis I ra. vrrw umP ® p� i _ mw a MR4W M ", a.wM1q na M.rt , P¢ I _r , w /I0 . .IWCY® IWe�aM . [SECTION Q SECTION ,40 $y. M YIYYU6 y Ynl M6 V lM r TV .R y(.1"� ${ ra9mar ysLYi K MQ x �� a y01 . � 'M�IwyY�nl®MYA ACIFI¢HR �y.�y .. ' wwn n>d tnww . i kd w- �I.faa � a ec`e°"w.:'"aawYeilm p'to ° I" . k 516 ' 'O - mawuw ios � W: WW mYmWMtm IM.RwW rtla SECIQN ON p,ppaI pp po6lara Mr 1!m • O ®tl f�lp i Q�W %Yw[A//lM�V K4nell OYR � .. ^ M Va 1 o s. m w CTION ++ K I K o YaYam w..eWe Bye' !{ tler ON aRY A A FCTI �Nxl^- - ..REAL ESTATE RECYCLINf1 ,1 N - ma n Companies usi Inc. Ilym H BFIM.YNCam, NINt� DETAILS _ _ _ w... � gt tga a.'e 11111 s R 3�199R1°pa" b is wt [ Q . X Q Q Q w 11. ! Y p lo t R!� ■ YR e Y 6 ■ dam b b m � / g .4m� � R °� 11 fill I lilt p lilt last 2 LU g�� $a8 �d 31 a � [ oll!' 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IL Kru. ?p.ru.Iro pew• #,..n Cal.,n M.r4 ev ew. e a vsw • #n wsu # i� -„�Q'u • s� rb.w+c+sa ws�. wrv w. � ..w s..r... ,. • Shrubs and orncrosntat Proposed Quantities, trees accent and enhance sn P — W r,,..r w �•� Amw GOtvrp. . buibNg OniranGl#. aN YVY /.ea, M.... lea O•w• Mr „ y'P�• KY.r, �# N.IgIM s: n Mtn . �. r.Y., ,ypp,.,u Tm Lim s1 hMa•.n......� v.... as — ...rw na n s... rp— wr.« • .+. °N n:m u. • ss, FRANCE + c't °°°°°° o °°v " AVENUE I o.nww m w.. ,,, J-*- BUSINESS ' 400406 92 PARK rs sr -rw t.Yp# q , i i I® i ® \ future development e•..sp. C..tr. IN sm (7 (N 0 O f W BU DIN 3 9.600 F. U - 1 evergreen trm s help to ® / Q screen vtere o boding dock areas. a Oli A 000% , t J may" W I cm PRELIMINARY N t LANDSCAPE PLAN 000 W . —, A&h LAKEBREEZE AVENUE P Shade tree# within perking V _ e° s *'s L - 1 areas provide summer shade and when visual exporwe of bltuminus areas. i RE A "�r 1BE E. r- LUNIbWRE-L.-C;.' *-'- - PLANE i _ - NINIMUM. 40W 40W (1}j PRKWIjDVY - ,FPM2M0 1.25' AfG' - IOOW7' Mk[ C/0 FLD- FG44499 R 25" AF•G E.'30 'DEG 40WT NN P}tICG/R71YY- FP148440 �1. 25e .A�.D� PAINT FACING LEFT-TO -RICAT t5 ft . AVERA6E fc' y 38.• 1 SRDI. SYM .CAD SYME0. �' SRDI. SYM JipiNi' SPACTN6, TOP.- T[i- DOTTON ! 15 4't' ' MAXIMUM fc t 7 ... N . CAD CAD SIZE SYMBOL SRD1, SYN .. CAD SYMD0. ' CAD SYMEOL SIZE � 4 . LOWER lEFTHAND� C(MNER TIF PLNtE� � '. •fc 0 ' ("� • d j C AD ,SYMTiLI. SIZE 4 _ ..i - SYI� r,'4 i X = 150. ' Y 47.5 -Z - 0.. AVERAGE/MINIMIAI - 0 ' , i ' FILQM/£ �. O �AWSTOS\FPN440, IES UPPER NAIID COMER IIF PLANE MAXIM S RIGHT M/MINIMM w 0' � . A FILE[TAIE +. 6. \NCUSTDSIFI'N <40. IE5 - +'f21:ENANC .'Q NACUST[thoCL499: TES 205b0 X 937.5 Y = 409. S Z = 0 TOTAL'NIMIaER OF POINTS 84 . LIE£yS 20500 Li 'm • : 86300 ... .. -: 9 LIGHT tETER IS. NORMAL TO PLANE SPIN ..., 0 - - N '' _ , SPIN r 0 SPI - 0 AVERAGE fC ' 4' 2 49 . .. .MAXIMM fc 17.7 MINIMUM fc .i - a . .. - . 'AYER2114 6t L2 . - NAXIALmAGNIAM . 41. 25 TOTAL M MM OF POINTS .9' Lt Ll 1 . 1 'li •L2 'Ll L1 1..14 Ll Lt' LR >1 IS' Lt' Lt JA �u u 'LI t .1 . C LI 'Lt • ,9 .7 :'b'' . ..A .18 1G L9 LB .'1:6 1.5 L9 LG L8 2 LB 1.4.LS L7 19 L9. L7 L6 LS 1b LB E L9 l.7 1.5 IS U. L9 L6 f:2 - '.9' b . 1E 3 3.7 ee•ti.6 89 3b 37 31 ?.3 2a, E7 32 9.7 3.4 'Z7'2.1.2J Eb 3.3 37 3 2a Li N E.9 .22 . . ', • f . 43 4.9 ET >P .. t7 2A b 68 53 31 E.1 Ea '34 Ob G.4 5," 37 2' L4. 4a G .6E 4A.45 E : E.9 48' 6A S8' 37 2E Ea 34. SS .. J ' A' eP 7.4 A9 t12 4Y 2 t:t 42 JA A9 7.L' 6 '.' 2.7 L9 .` 31 G8 9.9' 3T `4b 22 t12' A9 7.4 32' la! 1' E2 lA, . i.. •i , i .9 • 37 1L3: 7134 4.7 L7 '.4.9 i37 7.T 1i 3.G L¢ e2.7 1 9 Ba S3 1.5 3a! IAa. 3 t�.7 56 13A 7.7113.3b ! 2.9 L4 L3 T L9 4.3 It 2 ' E .. La L4 19 a. 9 is .LE L7. A! M � i2 L7 Ls i2 Lo 1.5 Lt , L4 A 1; L4 ' 32 L. 11 'lY- : u 1,t L7 h 1 12 L3 u L5 17 161 Lf Le • d es '19' i : 1R • .. .�.. .. 'LY LE L7' 9 - .�,¢ i. L4* 1 h6 L 1.3 it .. r. : �.. .9 LS 9 1b 3 �i • 3.6 46 ' J .. •.L3 1.3 I2 L8'. L4•, 1; . Lz '1.3 . L3 '1.1: s2 1.' 'L3 •'13 Ls A5 JA -1.3 1a M L3 IA' 4 Ll '1P 1.9 L9 13 u 6E • 1 - 1R L3�.t3 fA L -. S. b, !3. . ' V W . •' -1 8 t2'1. .i .yY Lt Li 1� 12 18 L8.12 1 , _ - L1. 1 :L$ Li j;1 'L2 1.a '8., LG. u Y7 .ss .. >P• Lt u u L 7a i., fY .9 IJ Lk•IE 1 - .yl• 1P 12 , ' .B. A .4 f.4 • -��. H .', L9 2.3 81 . T1 '122 1:/ 11 LB • 22 2.l . 2a �Ea 12 iw• 2.1 2.t 21. 2a! -L7 -. t.G �.I' 38 E.9 LS 11• P1' ES 1P L2 CS 21: '21. •2$ L7 ' 1 ' u Y.E 2d 2 .�: TA .9 g •J E , PA L9 L4 . 28 L' LG 28 b . • iL5 Ll ' .. .. 7.A w. J..,� A •'A• :J' A.'J Y J. i . .. +: .. . S-10! - ° AS .SHAWN On DESCRIPTION . . LUMENS .LLF.' • AN AVG MAX FC IN MAX/.M' - �AVW p 3 7 Drrikp Nos: I OMT .MH M C FLD- FCL4499.2. 2S' 'AFG 8 3Q G ' 86300 RANCAV.AGI 0 A NOTES MEAN LUMEN LAMP VALUE. "PROJECT FILE NO. r ` W� AADVGSIS \FRANCAVL�AGI - - D.A.O. . w�awwlmlrwogsi^m ielJOfi!�K Jwa wiw iKi rwlav4 Te w•im�R,rm.iswo�4�ew gJi�i Mr i,anbcw #d i1wYtl�wJRR00tJwwJt Si�drowr!4s A;daiaYraro,w wro�IJr�m� . ' .. .. •..r.e!wvo rwrtmio u�rr sw ww uo'uwriar wR�is ra wooiamsrw ui NJfim wus�wiwwR wiaLiwnrr�.��� .. .. .. .. } i. �• Minnesota Pollution Control Agency June 12, 2000 Mr. Francis X. Lyons Regional Administrator U.S. Environmental Protection Agency 77 West Jackson Boulevard Chicago, IL 60604 -3590 RE: Concurrence with the Partial Deletion of the Joslyn Manufacturing and Supply Company Superf ind Site from the National Priority List Dear Mr. Lyons: The Minnesota Pollution Control Agency (MPCA) concurs with the decision of the U.S. Environmental Protection Agency to delist the Joslyn Manufacturing and Supply Company • Site (`'Site's (except the West Area) from the National Priority List. The portion of the Site being proposed for delisting consists of Lots 1, 2, and 3 of the Site (see the attached survey map). The decision is based upon the fact that the responsible party has implemented appropriate response actions for Site soils (Operable Unit 4) and that no further Superfund response is appropriate for Site soils (except in the West Area) in order to provide protection for human health and the environment. On June 1, 2000, the MPCA delisted the Site (except for the West Area) from the State of Minnesota's Permanent List of Priorities (see attached memorandum from Commissioner Studders to Timothy Scherkenbach). Sincerely, James L. Warner, P.E. Director Metro Division JLW:csa Enclosure • cc: Carl Grabinski, Joslyn Manufacturing Company Maclay Hyde, Real Estate Recycling 520 Lafayette Rd. N.; St. Paul, MN 55155 -4194; (651) 296 -6300 (Voice); (651) 292 -5332 (TTY) St. Paul • Brainerd • Detroit Lakes • Duluth • Mankato • Marshall • Rochester • Willmar; www.pca.state.mn.us Equal Opportunity Employer • Printed on recycled paper containing at least 20% fibers from paper recycled by consumers. x " aF•0000s•os (creel • DEPARTMENT:. POLLUTION CONTROL AGENCY STATE OF MINNESOTA Office Memorandum DATE: June 1, 2000 To: Timothy K. Scherkenbach It 16 k Division Director Policy and Planning Division JUN FROM, Karen A. Studders MBA Metrp 9 16 b i Commissioner Sit Rernedlat PHONE: (651) 296 -7301 SUBJECT: Approval of a Partial Deletion of the Joslyn lytanufacturing and Supply Compaay_Site frvrn the Minnesota Environmental Response and Liability Act Permanent List of Priorities Pursuant to the Minnesota Environment Response and Liability Act, Minn. Stat § ] 15B.17 (1998), and Minn. R. ch. 7044 (1999), the Minnesota Pollution Control Agency (MPCA) proposed a modification to the Permanent List of Priorities (PLP). The State Register notice of this proposed modification of the PLP was published on May 17, 1999, with the public comment period ending on June 17, 1999 (see • Attachment 1). The MPCA proposed the deletion of a portion of the Joslyn Manufacturing and Supply Company (Joslyn) site, Brooklyn Center, Hennepin County. The MPCA proposed to delete all areas of the site, except for what is known as the "West Area" (see Attachment 2). The MPCA received no comments concerning this proposed partial site deletion: S in addition, Minn. Stat. § 116.03, subd. 1(c) (1998), authorize/the Commissioner of the MPCA to make decisions on behalf of the MPCA concerning the deletion of sites from the PLP. Therefore, on behalf of . the MPCA, l hereby delete from the PLP the portion of the Joslyn site that is described in Attachment 2. KASjmn Attachments cc: Jocelyn Olson, Attorney General's Office Jim Warner, MPCA, MDMO Jerry Stahnke, MPCA, MDSR Mark Schmitt, MPCA, PPRF Barb Jackson, MPCA, MDSR Mike Kanner, MPCA, MDSR Bruce Bron, MPCA, MDSR Dave Douglas, MPCA, MDSR TTY (for hearing and speech inlPHINd only): (6511282 -5332 Primed on recycled paper ca tatnh,g a, least 10%fibersJrrirn paper recycled by woutnners i lift Minnesota Pollution Control Agency of September 1, 2000 Mr. Maclay R. Hyde Real Estate Recycling LLC 3060 Metropolitan Centre 333 South Seventh Street Minneapolis, MN 55402 RE: Joslyn Site MPCA Project Number VP 9730 Dear Mr. Hyde: The Minnesota Pollution Control Agency (MPCA) staff in the Voluntary Investigation and Cleanup Unit hereby acknowledges that the latest plans for site preparation and civil work as noted below are consistent with the MPCA approved report entitled "Developers Response Action Plan Addendum and Work Plan for Implementation Joslyn Site — Lot 2 and Lot 3 ", dated January 14, 2000, submitted by Geomatrix Consultant (Addendum Number 4). This report was approved by the MPCA on February 18, • 2000. The civil plans which were reviewed for consistency are: • f A01— Title Sheet Al. 1— Site Plan • Preliminary Plat of Joslyn Second Addition • C -1— Grading, Drainage, and Erosion Control • C -2 - Utility Plan • L-I — Preliminary Landscape Plan The MPCA points out that while Azalia Avenue was depicted in Addendum Number 4 as a possible future access road, the construction of this road would be subject to a deed restriction on the Site that will require additional submittals from the property owner for review and approval by the MPCA Commissioner before construction would be allowed. In addition, a "Supplemental Fence Management Plan" submitted on August 31, 2000, which is a revision to Addendum Number 4 is currently under review by the MPCA staff. If you have any questions on the above, please contact me at (651) 297 -1459. Sincerely, Gerald J. Stahnke Project Manager • Voluntary Investigation and Cleanup Unit Site Remediation Section Metro District GJS limp 520 Lafayette Rd. N.; St. Paul, MN 55155 -4194; (651) 296 -6300 (Voice); ( 651 ) 292 -5332 (TTY) St. Paul •Brainerd ^Detroit Lakes m4m -il Duluth cclad ape l rcontaining atheast 20 bers paper recycled byPconsumter mn.us nn • MEMORANDUM p DATE: September 11, 2000 TO: Ron Warren, Planning and Zoning Specialist FROM: Todd Howard, City Engineer IA"', SUBJECT: France Avenue Business Park - Building #2 I have reviewed the subject drawings dated 8 -31 -2000 and have the following comments to offer at this time. • The property owner shall be required to enter into an agreement for maintenance and inspection of storm drainage and utility facilities prior to the issuance of a building permit. • Drainage is shown to be directed from the Building #2 site to a pond on the Wicks site. A cross agreement must be developed allowing drainage and ponding on the Wicks site. Proof of this private agreement shall be provided to the City prior to issuance of a building permit. 0 The berm shown on sheet A8.2 is not reflected on the grading plan. In addition, the plan reflects grading on Canadian Pacific Rail property on filling a section of Lakebreeze Avenue. A • revised grading plan should be submitted for review and approval prior to issuance of a building plan. • ' Erosion control on the existing site has been problematic. An erosion control plan of ringing the site with silt fence is inadequate. A revised erosion control plan should be re- submitted and address the following: the location of the construction access to the site, turf establishment, construction staging and street sweeping. If grading is to occur on the future Building #3 site, then the erosion control plan should include that work. • The water main shall be looped and constructed in accordance with City Standards. A copy of the City Standards will be furnished to the Developer. • Catch Basins S & T should be relocated away from the existing water main. • The tapping of the new water main shall be accomplished through directional boring or by open cutting the road. Note that traffic control will be required and that complete road closure will not be permitted. 48 -hour notice shall be given to the city prior to starting work and road restoration shall be required withing 24 hours of beginning work. N 0 The Azelia Avenue access is wider and has larger radius than needed to accommodate cars. • The final plat is currently under review by MnDOT, the City Attorney, and the Engineering Department and is tentatively scheduled for City Council consideration on September 25, 2000. • Any required changes as a result of this review may affect the site plan. 9 -5 -00 SHINGLE CREEK WATERSHED MANAGEMENT COMMISSION PROTECT REVIEW SC 2000 -18• REAL ESTATE RECYCLING/TOSLYN ADDITION Owner Twin Lakes Business Park, LLC c/o Paul Hyde 3060 Metropolitan Center 333 South Seventh Street Minneapolis, MN 55402 Purpose Approval of a Stormwater Management Plan for the redevelopment of a warehouse/office facility. Location South of the Soo Line Railroad, east of Twin Lakes, northwest of TH 100, north of Lake Breeze Avenue at Azela and Lakeview Avenues in Brooklyn Center, MN. Exhibits 1. Project Review Application submitted by VAA, Inc., August 31, 2000. 2. Stormwater calculations submitted and prepared by VAA, Inc., revised August 31, 2000. • 3. Plan sheets C1 -C4 submitted by VAA, Inc., August 31, 2000. Findings 1. The total site area is 16.91 acres. Of this proposed area, 13.07 acres are impervious (C =0.95) and 3.84 acres are pervious (C=0.3) (Lot 2 to be constructed now, Lot 3 in the future). 2. A stormwater pond is being proposed on site to provide treatment for runoff from the entire site. This pond discharges into an existing storm sewer, a second existing stormwater detention basin, and then flows to Twin Lakes (MnDNR protected water 42P) via surface drainage. 3.. An Erosion Control Plan was provided. Silt fence was not included around the proposed detention pond. 4. The pond was designed with a clay liner which will maintain the water level at the outlet elevation (858.8 feet). The "Treatment" elevation will therefore become the 'Permanent Pool' elevation when the pond fills. Therefore, the 10:1 bench should be placed 1 foot below elevation 858.8 feet, not 856.3 feet. 5. It appears that adequate deadpool was provided below the "Treatment" • elevation (858.8 feet). This volume should be recomputed once the 10:1 bench is relocated. PROTECT REVIEW SC 2000 -18• REAL ESTATE RECYCLING /JOS ADDITION provided at the outlet for skimming. The baffle structure • 6. A baffled weir was p g extends 3 inches below the normal water elevation. Velocity computations and a plan view of the 'skimmer were not provided. No aggregate was placed at the skimmer and an anti - seepage collar was not included. 7. The active pool was designed to limit proposed 100 -year, 30- minute discharges to existing. 8. The outlet was designed so the detention time of the runoff from a —inch rainfall was 6 hours. 9. An emergency overflow was provided. 10. Average depth computations were not provided. These should be recomputed once the. 10: 1 bench is relocated. 11. No review fee payment was received. Recommendation Approval pending receipt of 1 . An Erosion Control Plan showing silt fence around the proposed • ponding site. 2. A plan showing the relocation of the 10:1 bench to 1 foot below the outlet elevation. 3. Computations showing adequate deadpool volume and average depth for the regraded detention pond. 4. A plan view of the baffled weir showing the length required to limit the discharge velocity to 0.5 feet/second per NURP standards. The baffled weir detail should also include a 4 -inch overlap of the structure below the normal water level. 5. Computations showing that the proposed discharge rates for the 1 -year and 100 -year, 24 -hour rainfall events are limited to existing discharge rates. 6. Payment of the $1,000.00 review fee. • PROJECT REVIEW SC 2000 -18• REAL ESTATE RECYCLING/ OSLYN ADDITION • 7. A legal description or plat granting an easement over areas used for stormwater runoff treatment. MONTGOMERY WATSON Engineers for the Commission 9 -14 -00 Edward A. Matthiesen, P.E. Date • •