Loading...
HomeMy WebLinkAbout2006 06-29 PCP • PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER JUNE 29, 2006 STUDY SESSION 1. Call to Order: 7:00 p.m. 2. Roll Call 3. Approval of Minutes - June 15, 2006 4. Chairperson's Explanation The Planning Commission is an advisory body. One of the Commission's functions is to hold public hearings. In the matters concerned in these hearings, the Commission makes recommendations to the City Council. The City Council makes all final decisions in these matters. 5. TJB Homes, Inc. 2006 -008 Request for site and building plan approval for an 8,000 sq. ft. one story office building and a special use permit to allow the placement of fill below the 100 year flood elevation at 1701 James Circle North. 6. Discussion Items: a. Salt Storage Building 7. Other Business 8. Adjournment i I • Application Filed on 6 -14 -06 City Council Action Should Be Taken By 8 -13 -06 (60 Days) Planning Commission Information Sheet Application No. 2006 -008 Applicant: T J B Homes, Inc. Location: 1701 James Circle North Request: Site and Building Plan/Special Use Permit The applicant, Jason Budzynski on behalf of TJB Homes, Inc., is seeking Site and Building Plan approval to construct an 8,000 sq. ft. one story office building and a Special Use Permit to allow the placement of fill below the 100 year flood elevation on the property addressed as 1701 James Circle North. The property in question is 55,453 sq. ft. (1.27 acres) in area and is zoned C -2 (Commerce). It lies north of I -94 between the Denny's and Olive Garden Restaurants. It is bounded on the north by James Circle with the Earle Brown Bowl on the opposite side of the street; on the east by the Olive Garden Restaurant; on the south by I -94 right of way; and on the west by the Denny's Restaurant. Office building such as being proposed are permitted uses in the C -2 zoning district. A Special Use Permit is required to place fill on land located below the 100 year flood elevation. This same site was the subject of Planning Commission Application No. 2005 -012 submitted by the same applicant for Site and Building Plan approval of a 12,800 sq. ft. one story office building and a Special Use Permit to allow the placement of fill below the 100 year flood elevation. That application was approved by the City Council on August 22, 2005 following review, public hearing and recommendation by the Planning Commission. Various factors have caused the applicant not to pursue that particular plan and he is now proposing the 8,000 sq. ft. building for similar use. He has altered the site plan accordingly requiring only a slight encroachment into the 100 year flood elevation. ACCESS /PARKING Access to the site will be gained off James Circle at two points. The easterly access leads to the parking lot. The proposed 100 ft. by 80 ft. building is to be located to the west side of the site. The westerly access serves a loading and trash enclosure area. Thirty six parking spaces are located to the east and north of the building, two of which are handicap accessible. Thirty four parking spaces are required based on 80 percent of the building being office and 20 percent of the building being accessory storage space. The parking requirement is one space for every 200 sq. ft. of gross floor area for office space (32 spaces) and one space for every 800 sq. ft. of gross floor area for the accessory storage space (two spaces). The applicant's plan is to market this building to office users that have a need for accessory storage space such as a contractor's office. It should be noted that retail uses, although permitted uses in the C -2 zone will not be allowed to occupy space within this development because provided parking will not accommodate such 6 -29 -06 Page 1 uses. Also, it should be pointed out that production or industrial type uses will not be allowed as i they are not allowed in the C -2 zoning district. B612 curb and gutter will be provided around all driving and parking areas as well as concrete parking delineators /protectors throughout the site. GRADING/DRAINAGE/[JTII.ITIES The applicant has submitted a grading/drainage /utility and erosion control plan that is being reviewed by the Director of Public Works /City Engineer. His written comments are attached for the Commission's review. The site is 1.27 acres in area and it appears that no formal Watershed Commission review will be required. A portion of the property, however, is located below the 100 year flood elevation of 844 ft. for this area of the city as shown on the flood insurance rate map. It is the applicant's plan to regrade and fill a portion of the area to accommodate this development. A plan has been developed showing a proposed ponding area on the east end of the site. The 100 year flood elevation is also shown on the site. A portion of the land below the 100 year flood elevation will be filled to accommodate the parking lot and a boulder retaining wall would be constructed in this area. Compensatory storage will be provided at the southeast corner of the site by expanding the area below the 100 year flood elevation. Approximately 89 sq. ft. of flood plain will be filled with 300 sq. ft. of flood plain mitigation provided. The City's flood plan ordinance requires a special use permit for filling in areas below the 100 year flood elevation. The applicant's plan has been forwarded to the DNR waters area hydrologist for review and comment. The city's flood plain ordinance allows such filling provided compensatory storage of equal or greater volume is provided. Also, the encroachment of such filling shall not create any surcharge, nor shall it create hazardous velocities. Attached for the Commission's review is Section 35 -2190 Subdivision 4c and 4d regarding procedures and factors for flood plain special use permits. With respect to drainage, the entire site will be drained to the ponding area with an outlet located at the northeast corner of the site connected to existing storm sewer in James Circle. A storm sewer line within the site will connect the area south of the building under the parking lot to the ponding area at the northeast area of the site. Water to the building will be tied into a water main located in an easement along the east side of the site. Sanitary sewer will connect to the building at the north end and be connected to sanitary sewer located in the James Circle right of way. The drainage, grading, utility and erosion control plans are subject to the City Engineer's approval. Additional comments from the Watershed Commission and DNR will be taken into consideration and provided to the Planning Commission if received prior to Thursday's evening. 6 -29 -06 is Page 2 i LANDSCAPING The applicant has submitted a landscape plan in response to the point system used to evaluate such plans. This 1.27 acre site requires a minimum of 127 landscape points. The applicant's proposal is to provide 135 landscape points with a variety of trees and shrubs. Six shade trees, two Marshall's Seedless Ashe and four Sugar Maple are proposed. The four Sugar Maple are proposed along the green strip adjacent to James Circle. The two Marshall's Seedless Ashe are located along the south side of the building. A total of six Colorado Green Spruce, two at the northwest corner of the site and four at the southwest corner of the site are to be provided. Six Radiant Crab Apple are proposed around the site with two in the north green strip, two at the southeast corner of the building, one to the east of the parking lot and one at a parking lot protector area at the northeast corner of the building. Sixty three shrubs including Purple Leaf Sand Cherry and Gold Flame Spirea will be planted around the perimeter of the building. Sod is indicated except over the pond area and underground irrigation is to be installed in all landscaped areas. A 6 ft. high wood screen fence is to be provided along the west edge of the loading area and also around the south end to screen this area from public view. BUILDING . The building exterior is proposed to be a combination of primarily rock face block in two colors and a smooth rock face block band around the upper portion of the building. Prefinished metal canopies are to be provided over the three doors on the east elevation of the building. The west elevation includes two overhead doors and three service doors. Windows will be uniformly spaced around the northeast and south elevations. LIGHTING /TRASH, The applicant has indicated on the landscape plan the location of one 250 watt metal halide fixture mounted on a 15 ft. tall pole. This is to be located at the east entrance to the site. The balance of the site lighting will be wall mounted 250 watt metal halide fixtures. Two are proposed for the west elevation, two for the east elevation and one on the north elevation. The plan notes indicated approximately .5 ft. candles for each of the lights. A note on the plan states that all lighting is to be directed away from adjacent properties and away from street right of ways. Also, downcast shields are to be provided at all wall mounted fixtures. The plan shows the location of the trash enclosure at the southwest corner of the site. No details other than the location of the trash enclosure have been submitted. The applicant's previous plan included a 6 ft. high cedar enclosure with a solid opaque gate also made up of cedar over tube steeled door frames. It is anticipated that a similar trash enclosure will be provided in this case. The applicant should verify this for the Planning Commission. 6 -29 -06 Page 3 SPECIAL USE PERMIT, As mentioned previously, the special use permit portion of the application is to allow for the placement of fill below the 100 year flood elevation on the site. The applicant proposes to provide compensatory storage of equal or greater volume as part of their flood mitigation plan. The Commission's attention is directed to Sections 35 -2190, Subdivision 4c and 4d of the flood plain ordinance. Particular attention should be addressed to the factors upon which the City Council should make its decision. We find no conflict with the 12 factors listed in the ordinance and would recommend approval of the Special Use Permit subject to further review and evaluation by the City Engineer and favorable comments from DNR and the Watershed Commission. A public hearing has been scheduled with respect to this Special Use Permit and notices have ben sent to surrounding property owners and to the DNR. RECOMMENDATION We believe the plans are generally in order and approval is recommended subject to 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, utility and erosion control 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 guarantee in an amount to be determined based on cost estimates shall be submitted prior to the issuance of permits to assure the 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 building is 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 landscape 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. 6 -29 -06 0 Page 4 IL 9. The applicant shall submit an as built survey of the property, improvements and utility service lines prior to the release of the performance guarantee. 10. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center current Standard Specifications and Details. 11. Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City Engineering Department. 12. The applicant shall obtain an NPDES permit from the Minnesota PCA prior to disturbing the site. 13. A special use permit is granted for the placement of fill in areas below the 100 year flood elevation based upon the acceptance of an appropriate flood mitigation plan providing acceptable compensatory storage as approved by the City Engineer. Said approval shall take into consideration appropriate comments from the Minnesota DNR and the Watershed Management Commission. 14. This special use permit is subject to all applicable codes, ordinances and regulations. Any violation thereof shall be grounds for revocation. 15. The property owner shall enter into a utility maintenance agreement as approved by the City Engineer prior to the issuance of building permits. 6 -29 -06 Page 5 1 City of Brooklyn Center A Millennium Community MEMORANDUM DATE: June 27, 2006 TO: Ron Warren, Planning and Zoning Specialist FROM: Todd Blomstrom, Director of Public Works SUBJECT: Lot 1, Block 2, Richardson Park Addition Preliminary Site Plan Review Planning Commission Applications 2006 -008 Public Works Department staff reviewed the following preliminary documents submitted for review under Planning Commission Application 2006 -008 for the vacant parcel located along the southern portion of James Circle North. • Site Plan, Sheet Al, dated June 1, 2006 • Drainage, Sewer and Watermain Utility Plan, Sheet 1, dated June 12, 2006 The following comments and recommendations are provided for consideration as part of the site development approval process. Site Grading and Earthwork Portions the site currently located below ground elevation 844.0 is considered flood plain in accordance with the Flood Insurance Rate Map Number 27053CO208E. The applicant is proposing to fill and grade the site, including a small portion of the flood plain area, to provide for the construction of a commercial building and parking lot. The applicant is proposing to mitigate the proposed filling of flood plain storage volume by providing compensatory storage volume along the southern property line. The engineer for the applicant has provided data indicating that the net flood plain storage volume on the site after site development will equal or exceed the existing flood plain storage volume. The applicant shall obtain all necessary approvals for the proposed site development from the Minnesota Department of Natural Resources and the Shingle Creek Watershed Management Commission. Water and Sanitary Sewer Utility Service Public water and sanitary sewer service is available for the proposed development. A 16 -inch diameter water main is located along the southern property boundary and an 8 -inch diameter water main is located along the east property boundary. Record plans indicate that an 8 -inch diameter sanitary sewer service is available near the northwest corner of the property. 6301 Shingle Creek Parkway Recreation and Community Center Phone & TDD Number Brooklyn Center, MN 55430 -2199 (763) 569 -3400 City Hall & TDD Number (763) 569 -3300 FAX (763) 569 -3434 FAX (763) 569 -3494 www.cityofbrook lyncen ter. o rg 1. Domestic and fire services shall have separate exterior curb stops, gate valves or PIVs to allow isolation of individual water service lines. 2. Site grading operations must avoid ground disturbance and grade changes over the 16- inch water main located within an easement along the southern property line. Silt fence shall be installed and maintained along the north side of the water main utility easement as shown on the plan to prevent equipment operation over the water main. The developer shall be responsible for all costs associated with damage to the water main resulting from site grading operations within the easement area. 3. The existing gate valve on the water service stub serving the site shall be inspected and tested by the developer's contractor in the presence of utility staff prior to extending the water service line into the site. The developer shall replace or repair the existing gate valve at the developer's expense if the Supervisor of Public Utilities determines that repairs or replacement of the valve is necessary. 4. The proposed site plan shall be subject to the approval of the City Fire Chief and Building Official, including hydrant spacing requirements and any other requirements of the Fire Department. 5. The applicant shall coordinate site development plans with Xcel Energy, CenterPoint Energy, Qwest Communications and all other private utility companies. 6. The applicant shall pay City and Metropolitan Council sanitary sewer connection charges and City water connection charges for the proposed building. 7. All utility extensions shall meet City of Brooklyn Center design standards. The location and method of connection to the existing sanitary sewer and water mains shall be subject to approval by the Supervisor of Public Utilities. Site Access and Parking The proposed site improvements include two driveway access points on James Circle North. The anticipated land use for the site is not expected to create significant traffic related issues along adjacent public streets. 1. Concrete aprons and gutters shall be constructed at both driveway access points in accordance with City design standards. Aprons shall be a minimum of 8- inches thick and extend a minimum of 10 -feet into the site as measured from the back of curb. Concrete gutters shall be extended across the driveway curb openings. is 2. Parking space dimensions shall meet or exceed the minimum standards provided in City Ordinance Section 35 -702. 3. The applicant shall construction concrete curb and gutter along the perimeter of all driveways, parking lots, parking spaces and paved driving surfaces. Curb and gutter shall be constructed in accordance with the dimensions of Type B -618 or B -612 as per City design standards. Storm Water Management The proposed site improvements would covert a portion of the site to impervious surface. NPDES regulations require that land development projects incorporate construction and post - construction storm water best management practices to control the rate and quality of storm water discharges. The preliminary site plans include an on -site storm water detention basin to manage storm water runoff from the site. 1. The storm water pond and all erosion control measures shown on the plans shall be constructed and/or installed prior to initiating building construction. 2. Emergent vegetation shall be established around the perimeter of the pond using a suitable seed mixture. 3. All turf areas located outside of the high water level of the pond shall be maintained with mowed turf grass or actively managed with native prairie plantings. The site shall be subject to the City's noxious weed abatement requirements. 4. An NPDES construction site erosion control permit must be obtained from the Minnesota Pollution Control Agency prior to disturbing the site. 5. The property owner shall enter into a utility maintenance agreement with the City to provide for the long term maintenance of private utilities and storm water facilities within the development site. 6. Based on the Shingle Creek Watershed Management Commission Rules and Standards, this project will require approval from the Watershed due to the proximity to the 100 -year floodplain. The developer shall submit all necessary watershed application materials and application fee to the City of Brooklyn Center. The City will coordinate application to the Watershed. n F] I 1 I I N > 0 0 °" > LO il = CL i li I p 3 I 0 09Wn lct� N I I ioewnti 6116 0 JAMES C{R. f3. CN r ` yy } �l . L1 ul ;. rte .. •a..• >;.. , Q e ft �i • (.. p,� ;; Ji - 1 � ' •t,:a ._ a f. % i :t:�i.ii "�f" �i'.,;r:,.M�1 .r;�e}. r ~ a ` � � ..; }� , '�'•Ll�' ° ;t , -3:� �, % ?'�e���;; >:�•`? ;CJiw ;� ( °} JI ti fi'''pat a. • � rna;�S' .'Ita iy� ��•1 •.�,5. � o �V �. '��•,� t 4.i, `, �' A4c.Ly, cal . � . �iT . •)4i '• t:.t l ,i: • j'i r� � {t •{.,•yf t � P �. �t;:Y• a i���.l:_. t'•_�:. �ly'L. .�, rc ,ty:. ,i�ql � +. i:t:. AA _ �,;; . r,' t err'. rk'y� ! r.�.. � r.. ,.� td :. �� ; a • L ., f• . JG . - J Z..t' J f:. � • ' a.r �.�, : q .� 1'.. � .� !v�•. j' _?r' till try t1 (M. ,, t. to a 3.• YlEs r+: % ^ i • F: 'W � � + v :`i �:{ � (:• '�[.+ C •� J•,!': i M. t.:• p sr t•• :iJ< 2_ L" i it, �i;•1• �' "r i`• • t•;t.- �,:iii• t+a�it. �' ���'•''' { °�1C���•.• tt � K�. ��'.. .i�3: -0.. . �; :. '. b �r �• '.!, ;J9.� +' ,,j iG� a::rt ] , �i3ii t a::�r ( J, t � S Y� ; •r � t l� :�:Y,•y,S' :•41 1 �2•�� "1: :•ir4r.•. 1'' �`S• *!�i �! i =� {` • :! 3 " �i:. ?.:j ?:;;,��� �i:j::�`it � t Y I ..•t: rt:.. - i:• .:'I.•.{r. �s(�.!7Jn, R �'��+�vF � ?. ,���f �i��{ //':,�.jj`` � S • . :f t %:' .! � aa�tl :.: .: =:r :tT• +' t�•5��4�' .:;. �; tyJa: :;.- >;t:•�J'''� �..• ,� :YY �'.. }• 7�' •iNt T. Wi t. L'�Y tlfittit::�'7. .. •h (" . Js°•h•• _ ' S t ]�{' sT.J lyV :r: j4 :• r.`.'iy .J !•ti L } �)` yh• 'alt; '. R � r 'Ca p ! "�.1. t h �.1 'a• � i` i• ''� M�'+il'i..!iyt t'Jpes �Y�Lt:I`• a ,• ,1. :: � �• �' i(a... _� .� %:.i•Y'�t ii� fit.• : �'���c 4. � �• 7 � .• ...�..♦( t' � ' r % t?�1�: � � • :'(�. � ,, �•{ T �' �(� ,+5. � '• ,:.'i t .. G;t ,� "�• : ' a y : /jt� t:� a l: ..Y . :aJJt: ,t Y.:Ir 11.a 4`,Y. S•• ; � 1 •!� *. ?'' �• r.� r '��• '•c.�r'L •; <�,�?. 14. ^t�t:. ' ✓.:..1 i3llrt'Fr:i3J�'r'4 ff L i Y k - r F 4 }}pe{ 1 ZV,� 0 7 2• r , f L A M P E a T A a C N I T E C T s XV— aln SN«1 8 MCHIMCi C M A—I YJAMg ;... 24roO'44 I R oRa TS oo C L / ly / V N 86'49'35 Z _ -- `,\� • h 0 r� / \ �\\ \` a �\ \\ �� /f] m N .11` 2 / bui � zrus m ^ / \ X • � V .� m " s / PROPOSED s BUILDING Q� N PROPOSED J (n POND r / / O V i e Dorms) O V p a W °`° zx•_c. �o( ` r ROOD EIF'.libl u...n u.wl r..r..�, ra \ � ? tY \ � � ` Vmlh' NM bK • PrnlrN OW9^�.HxES B M \ / Oran BY AB 1 IV N T E N \ R 2 , 4 6 33,2 \ ` \ / / anros are enN S J 6 W \ // A aBrtxD p�.� B. � -' ��a_�mu�nx rma smMr,s Pmxrt v Mau g c D. sss.ss ss - I n •mss � s �.. J 9 SITE PLAN eS .1 ; w0 e. g . S { BMm 11 I ea0 Bs Heet Number 19 I.soD ss 1 . z sruu v �� IaauBm A 1 e B aaTx g Oi \SIIE PLAN " I Project No. 050422 -3 -------------- rn R, I A M I E RT I c . I E C T S AR CEAiIMATON —T pF SOU ELEVATION �� m.,,.� I �i o A 4 T ' H l ��sLn it W T E17: S I G N A G E A G E --------- '9'! E -- > Z I - rAw bD o 7 ------- ic r — .T m LL. - - � 03 EAST,ELEVATION LL. A ------- —T w 0 Z r uj —IAL -- 0 uro 0 d 0- 0 -71 L- U 0 P � CL LU 0 4 2 t LEVATION 3! � en/na an suewrraL A . . .. ...... . .. .... FLOOR PLAN 05 EST ELEVATION N A2 A PmJct No. 050422-3 PLANTING SCHEDULE E COMMON NAME BOTANICAL NAME OTY. PTS. REMARKS A s®t.cs e •. uxeiwsr wu 2 30 r e/e �B `a N 4 30�un I ANOS(.APF DATA ta° oaxTS rw uw or ntr mm z Awes C w•e•ootc R—T 5 7.5 c•i eiw w m•ctrox mmsa D wm S'.. r 6 36 °• ww e/e •arts - to oaxTS wsanxm acouaus m¢s - Sa oaxTS E sua orcenr 1 . I S9A x 23 11.5 e T uES °!.!> - x oaxTS F a -A 40 20 for N Tro xamloe) (NOT T raxrs (.TT TO nc¢n sTe) Ixs roT•E oaNn > to oaxts Rcoumm J gAf S � R = . C 314 10. T q Ti . n M-- i,; •1, i ] \ `� N 86'49'35 E Z 63.16 ),� n Rex NuEw eEn t I ® I C m w m f r 1 ` \ t r �� `__ , � i - t �/� �-- -�;` / •_ L � m L.L I i f lo w x� y urrn txn° uxo wix.w ( - 11� •r is MRN SAM 91— % ` `p :s I = i it / / W z•acot r/ p EauTNINS Taus) - - r '� PROPOSED POND , / CA J U EEwnuNG wm I _ r r o ' ) _ ; l ' ror mER!) e =1 . 11= REVOwE MRE uro —C rsNa ( PROPOSED BUILDING = ) W y _1111 PROPOSED O.. V T T - a O CL waaos eE w ,% " vi co LLJ iHR DETAIL Q IZTARR ) I n.om f TM om �/ e \ nx IRS— In ­R c ' W ' i mx`� OER mc ° mas 1 V 1' N q 1 SAAR° am suanTr]a E R S ',2, ' W a•Ew ma txtV ` nx0 Aa eT / �` w•u°R waw xrAR TRUxx (t Nw7 � aRO ux° wwam° wRl rw T 1 �Cw� rota srn•a vcwwr 1 • r •eovE �wiw T•pEp1Xxws °ro-°r iT anm �urrtw °M ff ,ur1 w . m v�a.osm�umt G( 9 4 [ tm oawlc wrtt � nwnxc •RE•s ' - _ •w•v mw ° ro eE alrccrm / �` m•x�wcrtx uaot •n+•axT awoaEnnES um 6 (1 \ / SITE PLAN _ �EC,m •w•r � !,BEET w• wwr SA. a7 g J wlatoE Sowxvsr swnns •T ul w•u swE rxm rm wwTm nzmRE: •x° oat: wwNTm mmmEs TRNL wD w !O1[ —NC SItE SOIL xmE: NamNO SMPMt rnR Sheet Number SM.— X56 OHEr. Nw1NC 1! a ella.G 9'r !. InoTe•u wmm c u su+°r s � cam•cma —T ��a owa wr wtars v nxnxws •x° �ruNU�or�a�lT a° L 1 Ol7N W EE DETAIL Ot LANDSCAPE PLAN ll � scNS Lt s ulc t - _ ProJeet No. 05072 -7 � _ I w 1 j o Pond Outlet Detail PROPO ILDING 777 O �ti.�l:` `�``�` 0 •tea �.`j J�1�� /ytf ms`s F a / �wd��� -nN �i'`�7,V.,\ SEES-- S7" D 9 4 1 69 F7ood Plej. /--t UZ City of Brooklyn Center � 2 Richardson Park R. Nelson Engineering R. Nelson Engineering , Seiner end W.1—in Utility PJn 2004 1628 Highway County Hwy 10, Spring Inks Pvk, MN 55432. (763) 7114-7390 S3FPPP Plan urt For community map revision history prior to countywide mapping, refer to the Community Map History table located in the Flood Insurance Study report for this jurisdiction. To determine if flood insurance is available in this community, contact your insurance agent or call the National Flood Insurance Program at (800) 638 -6620. MAP SCALE 1" = 500' 250 0 500 1000 FEET —. �--. METERS 150 0 150 300 PANEL 0208E FIRM ° FLOOD INSURANCE RATE MAP HENNEPIN COUNTY, MINNESOTA (ALL JURISDICTIONS) PANEL 208 OF 479 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: °CIE mT� COMMUNITY NUMBER PANEL SUFFIX BROOKLYN CENTER, CITY OF 270151 0208 E (! BROOKLYN PARK, CITY OF 270152 0208 E Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. � yAR MAP NUMBER T n, T 27053CO208E ® o �� EFFECTIVE DATE • �� 5E SEPTEMBER 2, 2004 � Federal Emergency Management Agency ti • '` +tea • : , f ��, � �. r �3 w w • ..�1A i f�J. �`1< � 4 \ J ti V �. n � I , • �\ DEL ;� � r ,i�• «- �S '� T' • Y C � r �. f. mug sSt" 1 f J [R / f c' e. k � i ` J� � � fl • � 4 • s.�l.. .:auk.. ' W 6` �x+P i®1 rya' • ' 3 . LEGEND SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION • : `.` .` BY THE 1 % ANNUAL CHANCE FLOOD -" The 1 % annual chance flood (100 —year flood), also known as the base flood, is the flood _ that has a 1 % chance of being equaled or exceeded in any given year. The Special `. Flood Hazard Area is the area subject to flooding by the 1 % annual chance flood. Areas of Special Flood Hazard include Zones A, AE, AH, AO, AR, A99, V, and VE. The Base = Flood Elevation is the water — surface elevation of the 1% annual chance flood. ZONE A No base flood elevations determined. ZONE AE Base flood elevations determined. ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); base flood elevations determined. ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, velocities also determined. ZONE AR Area of Special Flood Hazard formerly protected from the 1 % annual chance flood by a flood control system that was subsequently decertified. Zone AR indicates that the former flood control system is being restored to provide protection from the 1 % annual chance or greater flood. ZONE A99 Area to be protected from 1 % annual chance flood by a Federal flood protection system under construction; no base flood elevations determined. ZONE V Coastal flood zone with velocity hazard (wave action); no base flood elevations determined. ZONE VE Coastal flood zone with velocity hazard (wave action); base flood elevations determined. FLOODWAY AREAS IN ZONE AE • The floodway is the channel of a stream plus any adjacent floodplain areas that must be kept free of encroachment so that the 1 % annual chance flood can be carried without substantial increases in flood heights. OTHER FLOOD AREAS ZONE X Areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1 % annual chance flood. I OTHER AREAS ZONE X Areas determined to be outside the 0.2 % annual chance floodplain. ZONE D Areas in which flood hazards are undetermined, but possible. \ \� COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS \\ \� OTHERWISE PROTECTED AREAS (OPAs) CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas. Floodplain boundary Floodway boundary Zone D boundary •••••••••••••••••••• CBRS and OPA boundary Boundary dividing Special Flood Hazard Areas of different Base Flood Elevations, flood depths or flood velocities. 513— Base Flood Elevation line and value; elevation in feet` (EL 987) Base Flood Elevation value where uniform within zone; elevation in feet` "Referenced to the National Geodetic Vertical Datum of 1929 • a. Hearings. Upon filing ith the Planning aruung and Inspection Department an application for a Special Use Permit, the Director of Planning and Inspection shall submit by mail to the Commissioner of Natural Resources a copy of the application for proposed Special Use sufficiently in advance so that the Commissioner will receive at least ten (10) days notice of the hearing. b. Decisions. The City Council shall arrive at a decision on a Special Use within 48 days of a recommendation by the Planning Commission. In granting a Special Use Permit, the City Council shall prescribe appropriate conditions and safeguards, in addition to those specified in Section 35- 2190.4f, which are in conformity with the purposes of this Ordinance. Violations of such conditions and safeguards, when made a part of the terms under which the Special Use Permit is granted, shall be deemed a violation of this Ordinance punishable under Section 35 -2210. A copy of all decisions granting Special Use Permits shall be forwarded by mail to the Commissioner of Natural Resources within ten (10) days of such action. C. Procedures to be followed by the City Council in Passing on Special Use Permit Applications Within all Flood Plain Districts. • 1) Require the applicant to furnish such of the following information and additional information as deemed necessary by the City Council for determining the suitability of the particular site for the proposed use. a) Five Sets of Plans drawn to scale showing the nature, location, dimensions, and elevation of the lot, existing or proposed structures, fill, storage of materials, flood - proofing measures, and the relationship of the above to the location of the stream channel. b) Specifications for building construction and materials, flood - proofing, filling, dredging, grading, channel improvement, storage of materials, water supply and sanitary facilities. 2) Transmit one copy of the information described in subsection 1) to a designated engineer or other expert person or agency for technical assistance, where necessary, in evaluating the proposed project in relation to flood heights and velocities, the seriousness of flood damage to the use, the adequacy of the plans for protection, and other technical matters. 3) Based upon the technical evaluation of the designated engineer or expert, the City Council shall determine the specific flood hazard at the site and evaluate the suitability of the proposed use in relation to the flood hazard. City of Brooklyn Center 35 -136 City Ordinance sL�GTio.J 3� - � / S-t4 �7` I d. Factors Upon Which the Decision of the City Council Shall Be Based. In passing upon Special Use Permit applications, the City Council shall consider all relevant factors specified in other sections of this Ordinance, and: 1) The danger to life and property due to increased flood heights or velocities caused by encroachments. 2) The danger that materials may be swept onto other lands or downstream to the injury of others or they may block bridges, culverts or other hydraulic structures. 3) The proposed water supply and sanitation systems and the ability of these systems to prevent disease, contamination, and unsanitary conditions. 4) The susceptibility of the proposed facility and its contents to flood damage and the effect of such damage on the individual owner. 5) The importance of the services provided by the proposed facility to the community. 6) The requirements of the facility for a waterfront location. • 7) The availability of alternative locations not subject to flooding for the proposed use. 8) The compatibility of the proposed use with existing development and development anticipated in the foreseeable future. 9) The relationship of the proposed use to the comprehensive plan and flood plain management program for the area. 10) The safety of access to the property in times of flood for ordinary and emergency vehicles. 11) The expected heights, velocity, duration, rate of rise, and sediment transport of the flood waters expected at the site. 12) Such other factors which are relevant to the purposes of this Ordinance. City gfBrooklyn Center 35 -137 City Ordinance