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RSI Marine Storage Preliminary Development Plans 11x17PROJECT COORDINATES N 44.81343 W-93.53764 RSI MARINE STORAGE INDEX CHANHASSEN, MINNESOTA TITLE SHEET C,. EXISTING COCONDI110NS C1.1 m b PRELIMINARY DEVELOPMENT PLAN FUTURE EXISTING/PROPOSED DRAINAGE MAP C1.4 FOR PRELIMINARY PLAT C2.0 se Farm Rd PRELIMINARY EROSION AND SEDIMENT CONTROL PLAN C3.0 EROSION CONTROL RSI MARINE & MO TO RS PO RTS, LLC PRELIMNARY RADINGTLS PILAN C4.0 3.3 m 1533 3RD AVE W., SHAKOPEE, MN 55379 PRELIMINARY UTILITY PLAN C5.0 P n clooa 0r LANDSCAPE PLAN C6.1-6.2 PHONE: (952) 233-2084 �rQ `p1 in Cloud Or LEGEND (} �' EXISTING WATERMAIN EXISTING SANITARY SEWER EXISTING STORM SEWER c c c EXISTING UNDERGROUND GAS c ' / —E—E E EXISTING UNDERGROUND ELECTRIC ti—T—T—T— EXISTING UNDERGROUND TELEPHONE —UFO-0-0— EXISTING UNDERGROUND FIBERPi1C ,. '. ft); / I / / / oHr 'Ct ory EXISTING OVERHEAD POWER LINE ' / EXISTING LIGHT POLE v 17 EXISTING TRANSFORMER / ' / / / IT EXISTING TELEPHONE PEDESTAL / ® EXISTING TV PEDESTAL ._._.... -..------------------ -- --- - ---------------------- ------------------ EXISTING CURB &GUTTER LOCATIONMAP EX MAP �1 / / ISTING FENCE RETAINING WALL NOT TO L i EXISTING RAILROAD I i — — EXISTING CONTOUR — i — — — EXISTING WETLAND EDGE ZONING INFORMATION \ (� EXISTING SOIL BORING LOCATION CURRENT ZONING BF - FRINGE BUSINESS DISTRICT ' \ ^"'^'�"'^"'�'"'"` \../ EXISTING TREELINE/TREES \ / / EXISTING ASPHALT SITE DATA \ \ / / \ EXISTING CONCRETE TOTAL SITE AREA 8.33 AC. i CB-108� \ � EXISTING GRAVEL REQUIREMENT & DATA (P.0 DA �„ � EXISTING WETLAND MIN. LOT AREA 20,000 S.F. 4 \ CB-104 MA IN. LOT FRONTAGE 100 FEET \\ \ I I PROPOSED WATERMAIN MIN. LOT DEPTH 150 FEET STM-105 c \ PROPOSED SANITARY SEWER MAXIMUM LOT COVERAGE 40% \ L/ PROPOSED SANITARY SERVICE ------ - 0 PROPOSED WATER SERVICE MINIMUM SETBACKS �\\\\ \ / /<�<PROPOSED STORM SEWER 10 FEET PROPOSED DRAINTILE SIDE FRONT FEET ` \ CBMH-103 /-�o--«--�o--<o--«-■«--«--<o--«-<o-- PROPOSED PERFORATED DRAINTILE \\\ REAR 20 FEET ` \� \ CBMH-102 / � � PROPOSED CURB &GUTTER \� PROPOSED RETAINING WALL 923 PROPOSED CONTOUR ', FES-10 i �/ / / / - - -- PROPOSED GRADING LIMITS a PROPOSED EMERGENCY OVERFLOW `1 -' i ` • / i/�/\�// / PROPOSED CONCRETE `F -200 i / %-,� / / PROPOSED ASPHALT SURFACE / PROPOSED SEDIMENT BASIN \\ OSC-201` PROPOSED INFILTRATION BASIN O\1K FES_204--�%/ ;f�"'"' PROPOSED SILT FENCE -� M PROPOSED SILT FENCE POST CONSTRUCTION PROPOSED SILT FENCE HEAVY DUTY \\ ij'�J +•. PROPOSED WIMCO ... POST STORM SEWER CONSTRUCTION PROPOSED YARD CB INLET PROTECTION POST STORM SEWER CONSTRUCTION PROPOSED DITCH CHECK - MnDOT TYPE 3 POST GRADING/UTILITY CONSTRUCTION / PROPOSED TEMPORARY ROCK CONSTRUCTION ENTRANCE / PROPOSED EROSION CONTROL BLANKET MnDOT CATEGORY 3 PROPOSED SEED & MULCH MIX / - - - - / _ _ - _ _ GENERAL ROADSIDE MnDOT 25-141 - - - - - - -f— PROPOSED SEED & MULCH MIX u N NATIVE PONDS & WET AREAS MnDOT 33-261 PROJECT CONTACTS CITY OF CHANHASSEN PROJECT ENGINEER: JOEL COOPER, P.E. - JAMES R. HILL, INC. (952)-890-6044 (0) (612)-508-6480 (C) RECEIVED DEVELOPER: ROB SCHATZLE - RSI MARINE (952)-233-2084 (0) CITY ENGINEER: CHARLES HOWLEY, PE - CITY ENGINEER (652)-227-1169 (0) JAN 2 8 2022 NPDES OFFICER: JOSH NORMAN - MPCA (651)-757-2389 (0) 10. Know whaPs below. Ca11811 before you dig. SCALE IN FEET 100 200 300 CHANHASSEN PLANNING DEPT 0 1 inch = 100 feet �N O w� ..> � ck:: Z N ■ U) O s N N m ■ � W o W o 'A W N o � N EW chi R" Z 3 rn o f1 N d nvI3 TVB n�i \rr\ rn rrr` — v r\✓ �^� �J`J^vn ^\� tnVr�\� �.�,\(,�\'J fir\ `; \(AI- O]CU CMP Co v y- i -,SIGN -EU2 CJ / / / V LEGEND C �' — LJ o EXISTING WATERMAIN W � EXISTING SANITARY SEWER Z N EXISTING STORM SEWER ZD g � EXISTING UNDERGROUND GAS (/) w EXISTING UNDERGROUND ELECTRIC = m EXISTING UNDERGROUND TELEPHONE it EXISTING UNDERGROUND FIBER OPTIC � m YZ EXISTING OVERHEAD POWER LINE ■ LEI EXISTING LIGHT POLE LJ Z o ep EXISTING TRANSFORMER ID EXISTING TELEPHONE PEDESTAL Z fn ® EXISTING TV PEDESTAL 'A LJ _ o --------------------------- EXISTING CURB & GUTTER a EXISTING RETAINING WALL o m EXISTING FENCE (/') - - - -- - EXISTING CONTOUR W — - — _ — — — — EXISTING WETLAND EDGE E Z EXISTING SOIL BORING LOCATION ccZ 3 w J rn o EXISTING TREELINE/TREES tZ N a EXISTING ASPHALT EXISTING CONCRETE EXISTING GRAVEL EXISTING WETLAND I\ SCALE IN FEET 0 50 100 150 1 inch = 50 feet z aM a O o� o � E— F' n a x w z O WwVo0N zR <z �< wa F (n Wj•� M W 1 / i \ / — i l i i \ / y / i 4 / EXISTING DRAINAGE MAP LEGEND 1 P POND AREA TOTAL DRAINAGE AREA --_ 3.SSP DRAINAGE AREA IMPERVIOUS AREA IMP Tc PATH DRAINAGE SUMMARY EXISTING SUBCATCHMENT — (TOTAL FLOW OUT) PROPOSED SUBCATCHMENT (TOTAL FLOW OUT ) 1—YEAR (2.50") 5.99 CFS 5.71 CFS 2—YEAR (2.87") 8.37 CFS 6.94 CFS 10—YEAR (4.87") 23.65 CFS 10.23 CFS 100—YEAR (7.38") 45.21 CFS 18.76 CFS / / / / B'N�T76.0 / / / 1S Q G 2.66 AC. O� 0� 3 p IMP pR�?�•J. F? tlo \ IPA \ O>9�, \ 9� \ �� VOW Pao 0�G y3 P �•J•' / / / 2S G ml �. F,4de1 0 ?Rope �2�* 5.990 / Eck i2e ot% �vti i3o. 0 'at \ 1P PROPOSED DRAINAGE MAP N VOLUME REDUCTION REQUIREMENT PROPOSED IMPERVIOUS = 2.79 AC = 121,532 SF 1.0" OVER NEW IMPERVIOUS = 1.0"/12" PER FT x (121,532 SF) = 10.128 CF FILTRATION VOLUME REQUIRED=10,220 CF FILTRATION VOLUME PROVIDED = 10,220 CF FILTRATION RATE 0.7 IN/HR POND FILTRATION RATE = 5,200 SF X 0.7 IN/12 HR = 303 CF/HR INFILTRATION DURATION = 10.220 CF / 303 CF/HR = 33.73 HRS < 48 HRS SCALE IN FEET 0 100 200 1 inch = 100 feet 300 a / LEGEND i \ EXISTING WATERMAIN EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING UNDERGROUND GAS � EXISTING UNDERGROUND ELECTRIC iEXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND FIBER OPTIC EXISTING OVERHEAD POWER LINE \ ' EXISTING LIGHT POLE Al EXISTING TRANSFORMER \ CO EXISTING TELEPHONE PEDESTAL / ® EXISTING TV PEDESTAL \ / /__________________________________= EXISTING CURB &GUTTER / EXISTING FENCE EXISTING WETLAND EDGE EXISTING ASPHALT EXISTING CONCRETE / EXISTING GRAVEL EXISTING WETLAND / ENV• 9 A3 0 PROPOSED CURB & GUTTER \ \ PROPOSED RETAINING WALL PROPOSED CONCRETE 0 MHS \ PROPOSED ASPHALT SURFACE nG _ PROPOSED SEDIMENT BASIN ----o K+R;i Eu1 —SIGN BUILD AREA 60,000 SF IMPERVIOUS AREA 43,316 SF PERCENT IMPERVIOUS COVERAGE 34% PERCENT GREEN SPACE 66% o CO SETBACKS FROM ROW FRONT 50 FEET SIDE 50 FEET HH REAR 50 FEET SCALE IN FEET 0 50 100 150 1 inch = 50 feet 1--1 a I I I I I 7 / 1 / 1 / / i i i i i i / / 15 \ v�oe D \\ g \ 9 CO \ y� � .L \ `/ SIGN G 6� 2.3 / ° CO / \ 7 pROpp5v0 \ 0 ®TV8 HH cp FASS TVB \ FES4 _SIGN --,,4WD -ORSPOST -)ELP EU2 m �p `5 MHST/ N / ��S m "" .rfSl.�'�'t7POs- M /OO Mt' FIR EU1 / / —SIGN / FUTURE SITE INFORMATION: PARCEL AREA SETBACKS FROM ROW 8.33 AC FRONT 50 FEET BUILD AREA IMPERVIOUS AREA 80.000 SF SIDE 120,000 f SF REAR 50 FEET 50 FEET PERCENT OF SITE COVER BY BLDG 22% PERCENT OF SITE COVER BY PARKING 15% PERCENT IMPERVIOUS COVERAGE 37% PERCENT GREEN SPACE 63% PARKING REQUIRED: RETAIL (15,000 SF) 75 STALLS OFFICE ( 5,000 SF) 25 STALLS FLEX (60,000 SF) 60 STALLS 150 STALLS PARKING PROVIDE 154 STALLS IMPERVIOUS ALLOWED (8.33 AC. x 40%) 145.142 SF LEGEND O n EXISTING WATERMAIN E J s EXISTING SANITARY SEWER — ------ EXISTING STORM SEWER CC EXISTING UNDERGROUND GAS N EXISTING UNDERGROUND ELECTRIC EXISTING UNDERGROUND TELEPHONE N EXISTING UNDERGROUND FIBER OPTICcr- m ��- EXISTING OVERHEAD POWER LINE ■ W E EXISTING LIGHT POLE /�/ Z o W EXISTING TRANSFORMER �■� Til EXISTING TELEPHONE PEDESTAL CD ® EXISTING TV PEDESTAL Z -------------------------------- -- EXISTING CURB & GUTTER W o EXISTING FENCE — — — — EXISTING WETLAND EDGE EXISTING ASPHALT W 0 Z EXISTING CONCRETE cc z EXISTING GRAVEL ♦ d N a EXISTING WETLAND PROPOSED CURB & GUTTER PROPOSED RETAINING WALL PROPOSED CONCRETE PROPOSED ASPHALT SURFACE PROPOSED SEDIMENT BASIN SCALE IN FEET 0 50 100 150 1"=50' ial IN-1 W VICINITY MAP —GREAT PLAINS HENNEPIN COUNTY REGIONAL BOULEVARD RAILROAD AUTHORITY i GCS NµN I RICE LAKE H I I 4 I � \I"9yo o - - o - _ NOT TO SCALE SEC. 36 T. 116 R. 23 DETAIL r AG 1aNO 11,p5w s �P v \nnvv '1_N14 R�49'J523 / / `_10iJ 13 513°�1'p d��, .r`v°`v ` '\n J;\ (� ��\,n )J 1' CBRC' °2859 \ 5730/ 6 / \ L SCALE IN FEET 0 5 10 \ 1INCH =5FEET ------------------------- \ r1 \ 3D \ o 1 QI N1p°59 Ar _--NW CORNER OF SEC. 36, T. 116, R. 23 O ' (FOUND CARVER COUNTY MONUMENT) vjp- 01 n \ A n\ — 4.26 ,W � 57249 25 5j35 8 3 PROPERTY DESCRIPTION Lot 1, BLock 1, PAWS CLAWS AND HOOVES ADDITION, Carver County, Minnesota, i Excepting Parcel 1C and Parcel 1D as shown on CARVER COUNTY RIGHT OF WAY PLAT NO. 29, Carver County, Minnesota. -W1/4 CORNER OF SEC. 36, T. 116. R. 23 (FOUND CARVER COUNTY MONUMENT) and Lot 2, BLock 1, PAWS CLAWS AND HOOVES ADDITION, Carver County, Minnesota, Excepting Parcel 1A and Parcel 18 as shown on CARVER COUNTY RIGHT OF WAY PLAT NO. 29, Carver County, Minnesota. ZONING INFORMATION CURRENT ZONING BF — FRINGE BUSINESS DISTRICT SITE DATA TOTAL SITE AREA 8.33 AC. REQUIREMENT k DATA (P.U.D.) MIN. LOT AREA 20,000 S.F. MIN. LOT FRONTAGE 100 FEET MIN. LOT DEPTH 150 FEET MAXIMUM LOT COVERAGE 40% MINIMUM SETBACKS FRONT 25 FEET SIDE 10 FEET REAR 20 FEET SCALE IN FEET 0 50 100 150 1 INCH = 50 FEET DENOTES FOUND OPEN 1/21NCH IRON MONUMENT O DENOTES SET 1/21NCH BY 141NCH IRON MONUMENT WITH CAP MARKED R.L.S. NO. 47481 ® DENOTES FOUND JUDICIAL LANDMARKER O DENOTES FOUND RIGHT OF WAY MONUMENT DENOTES CARVER COUNTY MONUMENT DRAINAGEAND UTILITYEA5EMENT5 ARE SHOWN THUS. I I 1 DPI I [ -To I I I I DRAINAGE AND UTILITY EASEMENTS BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING RIGHT OF WAY LINES, AS SHOWN ON THE PLAT. BEARINGS ARE BASED ON THE SOUTHEAST LINE OF LOT 2, BLOCK 1, PAWS CLAWS AND HOOVES ADDITION WHICH IS ASSUMED TO HAVE A BEARING OF S 71°41-29" W. U w Q J �z } Cc)Q Q_Q L40N J p N w = LL a- a �c! !I N TI. I �� , pi •' �� N� , !I, ci.� ll:l - �i�`�.•i i '�.. �a`• �!♦: ^s•I. ice.. �� !�`�!^,,i.'al•ri'IIM� i� •tr •�C OI•, C♦, ll,! a; F.•I ��r CND I��I �!�',�'�t / afill`�IlII •��CI�!♦�!i ,!I �H4v!I `�!I'� /,. �Il1�M �.�O�I=��liy� s!^ !�l�i`I! !.•i � LI�� `;N ♦lI CJ♦is♦, �i'�'� I�l��;; pf`�; fl�� ��♦1.,�� !^l�iY,.O1 G I��lli ill. �LI-i__ ,l,I rj ��'I ♦.•� l:i. F��N !♦ �i ill � !i � E ICI:�CI,N i!�♦s� �i:�! !!�� l�V��s'i.*1'!I ,� j c��ii'�hliol - �''e>���i ��o ��N'�i':�1� �� 1��:<°ii:ol�;� i''�� ^i:♦ti♦:�i�l�il�i'.�il�`•: ..I��?iI ,.•i�I=��: I,,iI� t^F!_dt�N �! �iI l i�� �I � r��-. - iO.•�f•I,.j c � �.��� � TW-756.0 BWm7520 TW-7520 BWm7520 VIC / / 730oAl \ ' N\G / / I� LEGEND c c c f f E OHP��ONP 0 O 923 a . _.. EXISTING WATERMAIN EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING UNDERGROUND GAS EXISTING UNDERGROUND ELECTRIC EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND FIBER OPTIC EXISTING OVERHEAD POWER LINE EXISTING LIGHT POLE EXISTING TRANSFORMER EXISTING TELEPHONE PEDESTAL EXISTING TV PEDESTAL EXISTING CURB & GUTTER EXISTING RETAINING WALL EXISTING FENCE EXISTING RAILROAD EXISTING CONTOUR EXISTING WETLAND EDGE EXISTING SOIL BORING LOCATION EXISTING TREELINE/TREES EXISTING ASPHALT EXISTING CONCRETE EXISTING GRAVEL EXISTING WETLAND PROPOSED STORM SEWER PROPOSED DRAINTILE PROPOSED CURB & GUTTER PROPOSED RETAINING WALL PROPOSED CONTOUR PROPOSED GRADING LIMITS PROPOSED EMERGENCY OVERFLOW PROPOSED CONCRETE PROPOSED ASPHALT SURFACE PROPOSED SEDIMENT BASIN PROPOSED FILTRATION BASIN PROPOSED SILT FENCE PROPOSED SILT FENCE POST CONSTRUCTION PROPOSED SILT FENCE HEAVY DUTY PROPOSED WIMCO POST STORM SEWER CONSTRUCTION PROPOSED YARD CB INLET PROTECTION POST STORM SEWER CONSTRUCTION PROPOSED DITCH CHECK - MnDOT TYPE 3 POST GRADING/UTILITY CONSTRUCTION PROPOSED TEMPORARY ROCK CONSTRUCTION ENTRANCE PROPOSED EROSION CONTROL BLANKET MnDOT CATEGORY 3 PROPOSED SEED & MULCH MIX GENERAL ROADSIDE MnDOT 25-141 PROPOSED SEED & MULCH MIX NATIVE PONDS & WET AREAS MnDOT 33-261 SCALE IN FEET 0 50 100 150 1 inch = 50 feet RSI MARINE - CHANHASSEN, MN TYPE OF PROJECT: COMMERCIAL DEVELOPMENT TYPE OF WORK: Mass Grading, Utility and Street Construction, Paving. Sbbsequently, Joint Trench and Home construction will occur. TOTAL PLATTED AREA: 8.33 AC TOTAL DISTURBED AREA: 6.26 AC PROPOSED (DESIGN) IMPERVIOUS AREA: 2.83 AC SPECIAL WATERS: The site is NOT within a 1-mile radius of a special or impaired water. CONSTRUCTION PHASING The project is expected to be constructed in three phases, with mass grading occurring during one construction season. Mass grading is anticipated to be completed within 4 weeks from commencement of work. Utility and street construction is anticipated to be completed within 4 weeks from commencement of work. POTENTIONAL FOR EROSION AND DISCHARGE OF SEDIMENT As the site will be stripped of topsoil and vegetation for a period of several weeks during construction, the potential for erosion will increase. The overall gradients on the site are relatively low. The street subcut will serve as temporary sediment basins during construction. The project is primarily cut, and therefore perimeter erosion will flow inward towards the project. The risk of discharge of sediment off of the site is low, due to the grade orientation and design. The highest potential for discharge off the she is from the street entrance. Contractor will be required to manage completion of 3:1 slopes such that soil exposure is minimized. After excavation and embankments are completed, slopes shall be re -spread with topsoil, the slope grades certified, and erosion blanket installed as per the plan. Contractor shall coordinate these steps to be carried out in a timely manner. EROSION CONTROL BMPs The construction plans anticipate the use of, but are not limited to, the fallowing Erosion Control BMPs: 1. Perimeter delineation to minimize disturbed areas 2. Temporary Rock Construction Entrance 3. Temporary straw mulch as needed. 4. Seed and mulch/sod 5. Erosion Control Blanket 6. Minimize active or disturbed work areas 7. Horizontal slope grading 8. Turf Reinforcement Mat SEDIMENT CONTROL BMPS The construction plans anticipate the use of, but are not limited to, the fallowing Sediment Control BMPs 1. Sediment traps constructed in street subcut 2. Rock finer dikes in street subcut 3. Utilize permanent stormwater basin as Temporary Sediment Basin 4. Silt Fence at project perimeter or toe of slopes S. Inlet protection on existing catch basins 6. Inlet protection on existing culverts 7. Inlet protection after utility construction 8. Linear control along back of new curb and gutter (sod, bioroll, or silt fence) 9. Routine street sweeping adjacent to construction entrance. 10. Dftch checks Refer to plans for designated locations of BMPs, details and implementation notes. BASIN AND TRAP DEWATERING BMPS Should the need arise for basin or trap dewatering, contractor shall utilize a floating skimmer pump intake, such that the water is drawn from the surface of the basin. Pumped effluent shall not be discharged into Surface Waters in a turbid state. Turbid effluent shall be fiftered with mechanical devices, chemical filtering, or a combination thereof, to a state of 50 NTUs or less. STABILZATION BMPs The construction plans anticipate the use of, but are not limited to, the following Stabilization BMPs: 1. After lot pads are grade certified, permanent seed and mulch can be applied, generally from the front of the building pad, extending to the rear of the lot (areas where no further utility construction is anticipated.) 2. After 3:1 slopes on lots are certified, permanent seed and erosion control blanket can be applied. 3. Rip rap at pipe outfalls 4. Permanent seed and erosion control blanket on basin slopes after grade certified. 5. After curbs are backfilled, apply permanent seed and mulch to remaining building pads and boulevard area not already stabilized. 6. Sod placement, as appropriate. POLLUTION CONTROL BMPs 1. Fueling: A fixed fueling station is not anticipated. Contractor will be required to implement BMPs for onsile re -fueling of equipment. 2. Concrete Washout: A suggested washout area will be specified on the plan. The developer has the ability to adjust location or to provide alternative washout containment. 3. There is not an anticipated need for storing chemicals, paints, solvents or other potentially toxic or hazardous materials on she. SEED & MULCH SPECIFICATIONS Seed placed for permanent cover or final stabilization requires 6" minimum topsoil cover. Exception: Infiltration basins - see basin details for soil type). Multiple site visits will be required to accommodate permanent or temporary stabilization as required during the phases of construction. (1) General Seed & Mulch A. Seed: MNDOT 25-141 at a rate of 59 lb/acre B. Fertilzer: Type 3 slow release 10-10-10 at a rate of 200 Ib/acre C.Mulch: MNDOT Type 1 at a rate of 2lons/acre (2)Temporary Cover Crop (Ponding/Infiltration/Adjacent Slope Areas A. Seed: MNDOT 21-112 at a rate of 100 Ib/acre B. Fertilzer: Type 3 slow release 10-10-10 at a rate of 200 b/acre C.Mulch: MNDOT Type 3 at a rate of 2 tons/acre (3)Hydro-Seeding (Stockpile) A.Seed: MNDOT 22-111 Seed & Type Hydraulic Mulch at a rate of 10 Ib/1000 gal B.Fertilzer: Type 3 slow release 10.10-10 at a rate of 50 Ib/1000 gal C.Mulch: Type Hydraulic Mulch at a rate of 350 Ib/1000 gal D. Water: 875 gaVI D00 gal E. Apply at 6000 gal of Slurry per acre (4) Stormwater Basins (Aquatic Bench up to HWL) A.Seed: MNDOT 33-261 at a rate of 14.5 Ib/acre B.Fertilzer: Type 3 slow release 10.10.10 at a rate of 200 lb/acre C.Mulch: MNDOT Type 3 at a rate of 2 tons/acre INSPECTION AND MAINTENANCE OF BMPs Routine Inspection 1. Rock Entrance - Inspect weekly. If rock becomes filled with sediment and tracked material to the extent the purpose ceases to function, remove the contaminated rock and replace with new rock. 2. Silt fence - Inspect weekly, particularly for damaged sections, breaches, down -gradient areas, flow concentration points, scour areas and sections adjacent to senstive areas. Where capacity is filled to more than 50% of depth, sediment shall be removed to restore capture capacity. 3. Sediment traps and basins - Inspect weekly. Where capacity is filled to more than 50% of depth, sediment shall be removed to restore capture capacity within 72 hours of discovery. 4. Inlet Protection - Inspect weekly or more frequently as needed after multiple rainfalls less than 0.5 Verify intake capacity is not compromised. Where capacity is filled to more than 50% of depth, sediment shall be removed to restore capture capacity. S. Inspect other sfte specific BMP's on a weekly basis minimum. Rain Event Inspection - Mandatory, within 24 hours after a rain event 0.5" or greater. Complete all items associated with Routine Inspection. Furthermore, inspect site for breaches, failures, scours and gullying. Take corrective actions as necessary to restore functionality to the BMP's. If a given situation is discovered to be prone to repetitive failure, advise the Engineer and Contractor for SWPPP and BMP amendments. ADDITIONAL SWPPP NOTES 1. All Erosion and Sediment Control facilities shall be maintained by the contractor during the construction operations. Any temporary facilities which are to be removed as called for on these plans and specifications shall be removed by the contractor at the time directed by the engineer. The contractor shall then restore the subsequently disturbed areas in accordance with these plans and specifications. 2. Wherever practical and feasible, the contractor shall protect and preserve existing natural trees, grass and other vegetative cover in effort to provide natural buffering and filtering of runoff. 3. Contractor shall be adaptable in adjusting construction schedules in anticipation of weather forecasts of precipitation, in order to minimize risk of erosion and sediment transport. 4. It is the responsibility of the conlractorto keep public streets, travel ways, parking lots and trails utilized for ingress to and egress from the construction site free of dirt, sediment and debris, resulting from construction activity. Cost for this shall be considered incidental to the contract. 5. Adequate control of dust shall be maintained by the contractor. Cost for dust control shall be considered incidental to the contract. ADDITIONAL SWPPP NOTES (continued) 6. Perimeter controls shall not be removed until final stabilization of areas draining toward the control devices. 7. When temperatures do not exceed 40 degrees F, areas that require seed and mulch stabilization shall be dormant seeded. Application rate shall be two times the normal rate. No dormant seeding shall be done on ice or snow greater than 2" in depth. 8. Any areas that were seeded that do not achieve 70 % coverage shall be reseeded at the contractor's expense, where coverage limitation is caused by lack of seed germination and growth. MPCA STORMWATER PERMIT -RESPONSIBILITY The Contractor will be required to become the Permittee for the project, until final stabilization and transfer of responsibility is completed. Transfer of responsibility shall be completed with the Permit Modification Form. OWNER: ROB SCHATZLE -RSI MARINE - 952-233-2084 PERMITTEE: TBD OPERATOR(S): TBD OTHER CONTACTS ENGINEER: JOEL G. COOPER, P.E., -James R. Hill, Inc. - 952-890-6044 TRAINING REQUIREMENTS JOEL G. COOPER, P.E. DESIGN OF CONSTRUCTION SWPPP (CERTIFICATION(2020-2023 )) UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN LGUCONTACT: CHARLES HOWLEY-CHANHASSEN- 652-227-1169 MPCACOMPLULNCE: JOSH NORMAN-MPCA- 651-767-2389 The Contractor shall follow the implementation sequence as described on these plans. Amendments shall be made as she conditions change. Amendments shall be proposed by contractor and reviewed by the engineer. All BMP's selected and implemented shall be appropriate for the time of year, the current site conditions and for the estimated duration of use. These plans shall be considered part of the project SWPPP. A copy ofthe SWPPP shall remain on site throughout active construction. ESTIMATED EROSION AND SEDIMENT CONTROL QUANTITIES CONSTRUCTION ROCK ENTRANCE EA 1 STANDARD DUTY SILT FENCE LF 1.444 HEAVY DUTY SILT FENCE LF X FLOATING SILT CURTAIN LF X MNDOT SEED AND MULCH 33-251 (STORMWATER BASIN) AC X MNDOT SEED AND MULCH 25-141 (GENERAL MIX) - 1.5X AC 4.0 MNDOT SEED AND MULCH 21-112 (TEMPORARY COVER CROP) AC X REAR YARD INLET PROTECTION I EA 6 1NMC0 OR APPROVED EQUAL INLET PROTECTION I EA X U SGS MAP 1 " = 2000' fir/ � 7WE C TYPE C / I _ KE2 00 / .00 TC TYPE B __________ KM MN ` �. TYPE B TYPES 400 USDA SOIL MAP 1" = 200' W H A E- O� aZ U E-1 a zLu In I--1 3 �aA _Pig U � W o M �d t t M �2 �) W C) rrl.`�Lryfrlt Cn W rrnn w3 w F,[� WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2"X4" X3'LONG WOOD POSTS, 8 REQ'D. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS /— MONOFILAMENT GEOTEXTILE I FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX 8-10" FABRIC FLAP— BURY UNDER ROCK TO PREVENT UNDERWASHING �— 2" WASHED ROCK 1' DEEP X 2' WIDE NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. CITY OF SILT BOX SEDIMENT TRAP CEANBASSEN REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 53OZ G FILE NAME:G:\ENG\SPECS\5302A u � 5 FT. MIN. LENGTH STEEL POST 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING CEQTEXTILE FABRIC AT 6 FT. Mt . Sf ACING GEOTEXE FABRIC PLASTC LP TES (50 lB. 1EN51LE) 36 WIDE PLASTIC ZIP TES W. TENSILE) /////////////////''''''3fi" W10E ABRIC CHORALE LOCATED IN TOP W' TIRE COMPACTION ZONE (50 LOCATED IN TOP B" 1RTM C p.BpCl(FlLL ED NATURAL SOIL FLOW FLOW FLOW fi"MIN. FLOW ����{{ (— MACHINE SLICE o 8' — 12" DEPTH n SILT FENCE, MACHINE SLICED 1 2 SILT FENCE, HEAVY DUN 1 2 5 FT. MIN. LENGTH STEEL POST GEOTEXTLE FABRIC AT 6 FT. MAX. SPACING 36" WDE STAPLES FABRIC ANCHORAGE TRENCH. BACKFlLL PATH TAMPED NATURAL SOIL V~ H 0- w OW �� 0] s z 6 SILT FENCE TO BE PLACED OR CONTOUR. SEE SLOPE/GRADE Tb w IN. AND LENGTH CRITERIA BELOW SILT FENCE, PREASSEMBLED 1 2 VpR1p8LE SLOPES SLOPE GRADE MAX LENGTH LESS THAN 2% 1DO FEET 2 — 5. % 75 FEET NOTES: 110-1020 % 25 FEET Silt The Fence To Meet The Requirements Of Most Recant Edition Of ThMI e DOT GREATER TiAN 20% 15 FEET S .U. e. See Sections 2573 h 3886. LOCATION OF SILT FENCE If S.U.- PH., APp....I Ps Obtol-o F ome'. City. FOR SEDIMENT CONTROL 1Q To Protect A— From Sneel Flow QMaximum Contributing Area: 1 Acre VARIADESIRABPE SILT FENCE NEAR TOE OF SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL OF SILT o�C,ITY C�1n sm FENCE REVISED: 1-21 ENGINEERING DEPARTMENT ❑urE No.: 5300 FIIF NAMF_G:\FNC.\SPECS\S300 PD P�BLtG FO 1"-2" CLEAN CRUSHED ROCK ISO' S <FtiCti BOO° ROC MIN.6" SUBCUT DEPTH FOR ROCK cy�'oS MIN.10"SUBCUT.DEPTH FOR WOODCHIPS D� M\N�MJM � 18" MINIMUM CUT OFF BERM ZO TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC (MNDot TYPE 5) NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. 110F ROCK �1 CONSTRUCTION ENTRANCE REVISED: 12-19 PIAT ENGINEERING DEPARTMENT E No.: FILE NAME: G:\ENG\SPECS\5301 J`�01 ANCHOR TRENCH (SEE DETAIL AND NOTES BLEOW) CATEGORY OF EROSION CONTROL BLANKET WILL BE AS SHOWN ON THE PLAN. OVERLAP END JOINTS A MINIMUM OF 6" AND STAPLE / OVERLAP AT 1.5' INTERVALS XR / STAPLE DENSITY SHALL BE A / MINIMUM OF 3 U—SHAPED 8", 11 GAUGE METAL STAPLES PER SQUARE YARD, 6" E—STAPLE OR APPROVED EQUAL AS DESIGNATED ON THE PLANS OVERLAP (THIS MAY VARY PER LONGITUDINAL JOINTS MANUFACTURER OR AS MINIMUM OF 6" REQUIRED ON THE PLANS.) l_ ANCHOR TRENCH 1. DIG 5" X 6" TRENCH �l 2. LAY BLANKET IN TRENCH 3. STAPLE AT 1.5' INTERVALS OR AS DIRECTED ON THE PLANS 4. BACKFlLL WITH NATURAL SOIL AND COMPACT .6 5. ANCHOR TRENCHES SHALL BE PLACED AT Ate. THE TOP OF SLOPE, AND EVERY 100 LINEAR FEET OF SLOPE PLATE NO EROSION CONTROL BLANKET INSTALLATION DATE 1�.2 Thim pt-it it hq.k.d N, --th- -Nity tint III- in Lind ,fint.b.- .f .-I t. ., ghnit., - P-Al I, - - .11-b,hy - d.".,b 17 In, 1) -, - ..N.hn, -,,,d In t" "", nh, '-did.n, nf IN, ­ft, - di-- , -�'=- If 11 I -11 b ­1 .1 . tinh- 'In tif . nf I. -I .1--hit ... ,nn'l.l... -i"' [NI.- N. 709 ol 1 3 Onn-tho. ihtihaty --d! by thi, ,nnnt ,.nn.t --- .ntil -­ .- IN, pin.it . i,ff-� in, -dind! in in- � .3 thlo.gh 3.4 I, if.pplit.ld., .hbI - Min -in. RII.t - C.-I All.ty (.-) I. - ,nd,.id. �' Non -I P.11-in O-thing,, Ehnnhib.h S�h. JNPQES�/St- Dhp ... I S�hnh (,z,:.d , bucti-lit=h, h- N, thi, plid-, [Mnh. N. 7ND] 1,4 Thit pinnnt -', -t . -Shi-Minn-th, .NAINnif.h.11yofidnin-lb ... -th .f . ..,.It, ,-ill-nd fthhh 111"ItIn -h.d b, � .. ., A .III -, - - hi,ld n, 1-1 In, - b,d-1 9-i, n_ hn . 'nih , hibA hh-, [M..h R 7NO] � "T"I" .ndii, In, thnn, I, hinn­n-h-t -in-, Inn. t-1-b.. -In ...... ,,it d- �il to .nd -.I,d b, R "n'tithnin _"' � ., dtffih�dh, Minn. III -t. -..1, tubd. ., .,t..d ..di, i hdMd-I NPDB,SDS p-n - h . Tinnil S.,p..&d Wid, {TSS) ,M ... t Innit. [Ah.h. R. 7090] Ll TI�1�1111p="'"111 11111- In -in! .- ­ ­..., I ... t-b- -n....1 ,,nd the ... , _ hi, 11.- - nl - ­.n. Rnnnn- .u. .-, --inn, t..,l ..... ... th� ,,- .., ­.1 .nd --ti, ,-­ .... l. inninh, id I. hu- - .f .I, p,n- in t-pl, -1, thi, pt-ift, inchAing upd.ting IN, Shnn-it, Rilutio. PhItntim Phil (SWPPP), .1h. - - innind, ,i.d. Pinhhh- .f pIt-.1(y ­h-d pl.itlh hd hi Inc. ­.b, .., .dd,h.h.1 ,, hin hii_:,��' .th,q..nd qn-L, n,oldIng thi, PtInIntht Ii.n.. ,�.. - in IN, -11-d 1-1 1"111. R -11 1 I C.__ � _ P�_d ': p1­1 th,t -int �­d - ­n.b.. dint, .f On, p-it n-Rh �fb,- in, . On- ,nng p,n,lt -pli,til. ,nd N.- .f R-Int- (NOT) t.b.-IL If R-h-t t.- _Ihid_ pn.lct, d.nnR IN, V- ­.t. - - .11 t-d ,-Igi, .hh, th,, - ,nhl ind ph.."_ iniht C.Ph-ith On, ­uinnn- .f IN, h- ­­1 incl,hn,, ,Ip-inO t. -PPP P:�.111 MNI�l �1'1.:Ilvld 1. Nil.. C.nn,, I. III p.,..hRnt shin-Un, ft-thint .cti.n .f thi, hIt p it. I hm 2.1 -bibinn, - U-bith, III -­. Illn.. R. 7BRIB) - Thi, - .- d- op � com"It, Ild 111-11 1W 11 In,, 111,1,11 ,,,bill I I ,,,,, I 1,1-1,1 :h, ,plihnfin. N, ,_'.O. .nd '. -z I-AnItInn ,tinnty. Fin- ,, P',,nn, . swppp P'w h, nb-ning ON, iipplk-h ..y I- t in ­ft -.tim. [Minn. N. 709D) I, thnin t ... Id In -PI - .1. in. 1,1 Thp'Thit it p .hib,h d-Inng. id tiny hIt-I .tht, thil = . _ .�dd,.h.,g�ft..&.t�,,�g.,b.���d,.I ng 'h'. - -timh lo. P'.Nbt1d dbt-gi,t -dt, - - h.t innUd! I, --- ft.. .ih..t of -t-, h.tci, p.i.t, hinn i" "I"' '"I" C."' ""'Po-nd" .hit ""' t..".th- .-W, -, .ii, in -, p.11-id, -d 1-hidi, .d,q.ip.��t.�.t,.�..d,.i.��.��,..p�o,�l��,�u,�d,�,hi�l�.�d�..'���t _h. ng - "'I"' """' - .- -d- ,.-- ., -, (Minn. R. 709D] 2. Th., _..' d.- -1 Iul-ni, -..- ,-Nng- n,I.h I in 1. pIN-- .f hOnn. -1- n1 lh� _ ,liti, ,tq ,,in, -I, -b, ., ift-I inn -a -I hu ch .,t US. Anny -h .f R,in-t -titin, - - pt'-, M.-otR Di,p I.- .f N.nhl Ihnnnnh (DNR) Public -- - ­nnh ., I -I ,,-�=.fnn,(11':INhd--b. �,.pl.,�.��tpi.�,.,d�t,,�,���.,��'),�PIM��,�R.70901 I.1 Thik I. . t N, tn�t,nu'bnh �'_��tbo --- dili,th,­ ---d ­hnni-W .-ty -thl.b... �,,�,,f�,d.,,h.,�,-,�.�d�.1h��du,�i.t.�1.1, ..d,,���p..�NP�p�f-S��p�,�".���d�yl-d.y.p�,.Ii.�.l��,�,i�,�...�nc����if,.�,lu�li., _ it -g..", [M.n.. N. -G) Thi, ­.d d- - -h. " � b _'Ibdb�d '�,, it -R., ft.. ..­nt ...... . g,..Itn,nl nnd ,&k.11-1 I. ., No"' "pp" , hnit nt,un-- nn- 40 CFN pt, 122 3(�) [Nhh. R 7090] L7 Th., ­ihn - - -nnli, -Th.- dhching,, b, ft.h.biti,d nhh.-d. S-W ., I.p.in,d .It,, .z, P, I., Nw In, --hitl -..- ,,quin-n- -b.h 23, [Mi.n. N. 7NOI 11 Thim h,..t= n,pliih, ., ndhfy.ny.-.nnhh1.I .o. hq.-RInt, ind.ding - In U, I,, Minn.�.t.E.�,.==cy:Lt.,�N.ti..IF��iI nnh-l-ky-T!, . . . . , . It- tinhpl-n .f - It I. ,Rqn-d by h­hd.dn,, ­R,I-d En-on-nn.1 --nnt - Shilh o, RAno.-Il ­d Shil-nh, R-I -n.-nn.1 -, ., .0h, nh,.in- - pn., in -I- to, t-RA und., M., pil-n- If -y p- .f ­ .. n pl- .f d- .,.,. in ,,I1, ­-, --h-hul I- t-nit, .nihn th, -.it ..hnl :nb-d iii'l ,hh3,h-...,..1 ,,, ... � i, -plot. [Minn. R. 'NO] L9 Thi, ,nnnit d- - -I- ., .ti,fy -y-i- ­-h-nin ft, d-hin­ ind,t-ly .pnicting Shh, .' Rd ... Ily d,highil,il th,hnghtd ., th-tin-d ­- in . &,igh-d cli Ibilit. - .- - _ply .fth th,, hint -I Hhh,m P-t-imn Act ind .nd.ct .11 ,­-d n,mw ..d -d-im ,i,l hd h, himbin. pn-idch, mcI.dh,,g ,,,ndicinnt .nth­l.nc.I ,ilh .hd .hy bun., int, - IN, Nin- Hnnnic Ph-thh, Difftin. [Minn. R. 700] � Thil, ­ht dihn, - ..-im,, J-1h,­ I. .d.nd, .nlin, th. ­nhit- ­p1h, .th th. I - A1A=d = 2 �"1-1.,�R .bInhithn. R , �M _' 2�2_ Th, o.-, - np- ., nhh, -inn, � -pl- - --., -1- ­1-1- - IN, .ppnpn.b, N,,, in ti� m P(A N, -ch -Jed Uht th-th - (1) ., I- --f lind ., N, it cinn.n. plin, .f dh-p. .t ., tidi, - .11 ultinhhl, dn.b - (11 ., .- -- IMInh R. 709D) 2 � R, P'.j. _ III hnnth .,=.h p .nn .t di-I.p.nd ., - tint dht.b I- th- 5D .-t ., & hit d-Nngii, - I -1,, (-.�l -ns --n-nt) .f � ­nd I, hbIh,d -, p-d-, & - -d! I -nn, nin, SWPPP .1h - .pp1n,1.n.:,, -1'.-gi, ., ffi- p­-, -1- .p- ji , � , l , P),hZI.,�.p thl '-plon, III, p.,.t.t pn- (�R R. -O] ""Ch ., co...n pl- .t d-I.p.- ., It, dis-bin, �n .-, ., .., Ih-..plt. swpp P .ht lb, lhcludtd with th, .pplic.b.R .nd thlindni,cl in - � d1n,, b,,fin, IN, ,In .1 c-Uhtimn hb,nW, T,it .pph-f 1- m . hicinng,, p-ft - - p,ojtct .,thin - - (-ittl .dh =nhhl) f,.ndfl..to,.�p�,i.i�.�,ii,t�di.i�.23.31h,.ugh23.6.,.�i.p.i,�d..t�,.� t..PI�i,d=23-.7.PPj�'1.-I tt�h,-p---,-�,�p.���.,�.,t.�.,.�,.�...,.,Ih��ppl,...n��d '� t. ng '"" I pn,- ..it n,--nR � ..n.-I.I. inn. - .P. IN, thi, -i- .f in, smpp i, -lo, ni, &-h-hin, nny Unki, lnhg,, thth 30 dt,Aff IN, SWPPPh ,�..p�t�.1f�MP�f..I,t�.nt��tt�p�,.I ���itN.30d��.f�ppl�.t,on,�c�i�t,����,.g�,, I' �' ,,*tt- ln d� .fti,, ­pItting ti� p­ht pm-, [M,.. R 7NOI 35 - .lpht.n In h,qn- hitting .11 p-h -tting - &fin,tim .1 -, nhl .ptntin th pi,nnnn,- Tin, .-7-p-lbl, N, -ph.- - .11 hn- ind -dift ... h .f thit p-n. Thi, .p-nnh ,.tp.ns bl,, hn, -Rhi-,, .dh Si,cb.h 3, 1. _' 2� ,nd .ppIi-h,n,qunn,nh.h N, c-tht- ."=Z', t,R:23. I(Min.. R. .70O01 3" Rnh ,, hnx .-gi, b k.b.. I . . . .. I . 1-nni-d by OI M- [Ninn. IL 7ND] ,_ 7 to, _"hhon in""'ch .Ihn, - ..- ., .p-1, "n" " g "' -'-g--I """ "ll' "'.." - .f ill, ,­n, t. -wh h-Wid- n, ,tll, - ,ntn, ,il, in . n- nw-), d,i, c .... nt .- .nd lh� - 'U,z =­n- hnht t.b.it . -pl- ",.it ..d.f,.b.n Nn. p-hi,,d by th� M- Th, , ­tth, inn! thi, - -nt, ., ­- .u. t-A 1. Nhh p ... 1. 1. - -� I. I.Inn. --hing --chh. .dMty ., n. -, tinin 30 d.,t .Nn, nkin, .-ship .t th. in. � R. 11, _ R, -rhinctunn phn.cts -h, th. -, ., .p ... - thing., d,,i --t ..- .hit phi- . -PPP _ =... .h., .nd on-1 - tp..-Ily .ddh- t1h, h,-hn, .... -On. .c-ty. Th. - 0,0,.,. Rnihnnnh .h=,,­.P`,-n1 IN, .,ig..l SWPPP' inoddy - SWPPP, in ,1-1.p � - SWPPK ., -nn- . -1 I-, -11h, ,�,,'-nhhn p-A,on .nd .d.- "n"'I `MP"­`R"` (Minn " I"'I 4.1 RI.I..... " """", ['I... R. -01 - R1.1-11 .ht ,,b-,t ; N. w thim �. ." .ft,' J ti,nn-b- -nd.h.- li-iln, -hinn ll - tninitit.. 'Nb_ ' In O) 1.1 R-n- in NhT -m 3D thys .R., hiling ., ,itihninin, 1­11y th-ing ffi-nd'. III, nti.dlng ;nni�-,­�i' .,,b,,, V to, I,- hi.g., tt-t -pimg) .nd --thnnff.ibuch- fi-I clt.n ........ hhin"Ag pan. h .f � ,di, w -- I,,,. - h-1-it.,­ .ndt, 11,h ­hl -hh- .1 nningN, .' _ ,uhhh-imn d- .f IN, NDT 1M.- R. 709D] � Rnnith, , -y In-li, ,,nni, -­ p,,., 1. -ind-n .f .11 tn-uth.. -."d IN, -tt .11 .f thi, NU.-R ,.ndi inn, . -b-b- �tb�dy In. --d! N, e 1-1 1. ih,; - b=9 , I, t =-� (by into .f .11 ,ingin.11, p­d! c.n,b.t.n .cti,ty N., - -pli,nd! Rind h. thnn -th- .n - inth; ind ,..n -th .1hn, .nith"timn .ctMty is - -pli!tR,. pthhhh- .- Inh b- -blihiIi,d; III IN, iih, ..ph. .ith it.. D.3 th-gh l 3, Aft" pthn ",, .,;ii,1t-n-.d .ndt, 11,h I ..... ndbit­hl d-.p.t. - I. -nhh, , :t "' P-m-ft ,I ,nin,p,,'nhtc.t'.,h�,f'd- q.�.td���i.p.�l,t��lf.,a��,t.ftth ,�..i.i.g.....p�n.fd�.i.p...t.,,.18.11,��.Iti.l�.dd.t.,b,�g.,b�,,�,.f.�(1).,..,, ---- [Mh. R 7NO] L, Rhhn'_hIV ,.,.t.,.��.g..��MP�.pp,.,�l�ft�,s.b.,,I.g,��.�,,o.d...�.,n�t� _ _ _ 5.1 Stn.- ==-PZ..`�S=] ) -- Wih, R. 70ROI L2 Tin, .- I- d-I.p a SWPPP, - -PP nnAt,nd.& onn, 53 th-gh �.26 [.inn K 7WOj L3 TII SWPP -It ­ihnn- 0 =­- �.fi���tM..g�.�nIP,�,ti���(BMP).,�d�..pN�thtth p-it. [M.h.. R. 7NG] 1.1 - -PP ..-n-b, ,, In- d-Inin, inn, Onnng N-hill-nn -11 in -oh n-nn- Ind ,,ind.n. .�.n-I.MP,..�.d�,�,.,t.-.fl.p�,.���lsl.,.-I�,-�,.�.1,�..,.[.,��.�. " - Th�S�PP..,,,.d.d,t�l��ti����dty�.f.ill..p.,.�..dp,,..��,�,....p�..,..�..d ;i,d-h' I. -I BMP, iii-, with p-d-, u,:d b, ,,Ibl�h �ddift..Il -­,ny RMN � --,, ., - ini, c-diti- cl-A, tonth-t, SUnd d! cNUds .ncAn ­-thh, I., OMft .uht bi, inti-d A III NhI pl- -d ,pih-nion, hn, - ­j- [M.nn. R 7090) 1,b - -PP nhu-ndindt, Ili, t.I,.l,n,oih ..it otih-Nninniti- hii,d N, - -gi, of tt.p..,y -h-1 fi-,h - .ny .1 d,, p- .... I ---, --nt ,�Inh -An -in -b- lS. [M.nR. R. 5.7 - = in-Ind.dt, -nn-d ,-b- -1h.p.hd .1 tn� -t .f IN, ­ptl M, Ili, lib, If ,N, pn.j� ft, III t-imn ­ndwn and .di.tnt :Anthl RNIN h,.g, Im., fi�t :f ,dt - ., ­n, k,,t .1 t,.,.. -.1 bInnin,t) [Minn. R, 7NO1 1 It T�S�PP.u�t�nd.d�t�n..�,.f.c,�.f,.p�,,..,�.d.�t.,��p,, -p.-h-ti.n. INnnn. R. INO] 1.1 T-P-d-Ndl-ift. �p with .-Ung - fl.1 RIntin, incl.dng dininn­ ... a th.uncinith, divi, ticint .f I. - .11 dn-gi, p-h .hini, -hh.at. it ..Ing th. tin, ., innning . I-ti, -- _ - -p -1, th-1. - .-t .1 i-p dop- Tin, in. hh, .. t .1. I- .dthnpi, --hnhhh, �.il ,,- .nd -h-, of ,in-I.1 ,hINhhn-,-.hn, .--t -1 hilli-ii -litin 'U. [Minn. A. -.] I.A. - StNPPP .. th,thd, � nhp nf tll ,nff- -t-, .-nng �,Ihd, -d ­nh-, ­tb - b-h - .. � �nbN,d.hh.p-hh.,U.ftbdSUh,G .g.-IS. =.I �fl-- t­nIp ... ­- ..P, .7d - with. =.n.-ti, , --& -, - , """ .dnh -t--id) th,, ,nn- ,nundinnh Uht w,11-- -,-- ft.. 1. --imn ,N, thing ., ,fln c.h't,ntt..n - SWPPP ..st ii-tif, it - nnff- w-, - tp-t o, i.p.i,td -th. [Minn. R. -O] I ll - -PP -t-N& . sib, nhp -ing hhbhc�.. .,R=- dIt - .,­nt I. a it III- w P.- --, f., -,ch IN, .NR - p,...I,.Itd -,k,h --thhl thin­.fitiffth ­hnng ti- ...., Rhinn. R. -] L.1a R-thnn-tidi, tityl..,,..�.f5D'b.ft,�.��.�,.qui,.d,.i�.9.1l.ndl.",...ntb.�, . t,;,n,=q unr.d in it.. 23.11, - o.n th- in - SMPP. [Min., it ANG] d-nni- -­I-I, - - fol-ni, hq.n...nhhnnbi thi, I- -unh.1, In. --n-nn, -=..., I_, It th,it-d in -tion, 14, .nd . , "" b. M, IZ., p­t, IM. ,--nl --w- t-b-id ­- .- b. --hand .,,h,n - n6t -�,,.,..�.�l,..��pt.u�,�.�d�..b.,���d,,,.-I,.,.�l.�,(,,�.1111,��d ,.b.�,�.�,.,d��,ib�d,..t�.9,17..d,t�.23,11[M,��R�7D9D) SWPPP - ,-ib,, On, -,-- 11- -d. [Mi.n. R. 7013] � IS Al- ,y,h., - .t - th� Nit Whin, --- ni,qn-in- - -, l, g, ON, ,di, -nfilh�t- pn hibid., - h. 1- thhughn- 16.21) ti� p-inti, rhiAt d.c.- III ,tih-n t,,, SWPPP. [.inn .7. .] � Tin, SWPPP Ith-c- I, it.n.-t, hingatIn .-tunh pni­d b, k III :f th, h.1 p­t in nny -,=ntd .A. d-int, -thnng-cl tp.tit, -i­ a,ch,.I.g,.l ., ,tht, ri,q.-d I..I, =.' 1,-,,:,, uct,df�,�p,.I�.�.,pu�.�.fffi,��,.,t,.il.g.t,.n...�u,�.�ani � _t_ . ,.,it, rhin-, ., hngme An, wnp-Athd t. ,no-n p-ntnn, ,tdinn,nt t.hnnd' th, P_h'nt 'thhh.- I-- ,�-, p.U.Ni, ,--. ,­--t in- .... - ,.-.np� --.n-d with ,� pn.�,w� ---thnh -,,,. j-, R. -] 5 17 Th, SWPPP hnAt & .... In, - -.6 -d N, pt,nh- -, .f.:� ­ ... d �id -.1. [MInn. R, 7001 978 P,,�,�,�,�u,til,ntit,�,l��l,.��.f.,�.,��,�,.�,t,u,b.�. b�ph.1tdh-n--h, NhdJ.n.t­ d-Inhinintht-PP, [Minn. 11,70al h:di�,g�po,nt.nth.p,oj�witNno�(1).,I.(..,,.,,�d,.���.�.,....I)of..d 5.19 R, pn.j.- .,� . nh,in,d -, p,,.iht,, .- -hfy th-ph-if -h), hhl .hy tnod St-, -1, On- h E-n.h.-Il Ph- At— (USEPA)­-d RII M_.u. NdIY -d (TMDLI N, IN, Atil.thintl,� in dh,-�,) dithti- in In, -7. P-i 1-id-b-d- --du. dihn, T-1.1 .pp..d at .ny finn, p,i., I. p-it ­ hitti.n _Inithl .nd - itill in -t. [.inn. N. INO) � Pihnnt-t nruht --- Ili, IWPPP, �11 t.vhd indimilI, id-blin! in ,I. 21 2 ­nIntiftim -Inhi.d --dp-nn In­-d1.hi,-h,d,,tnd b dn", .f'Minin, and hnn, .f-n-,(,t) -d ,nno, p.d,hg -ning, -d C. -t- .t I -in, ..,,,. =ntt- d. h.t kn- - - .1 11-n-clual, it in, ti- .f .pp1h.b., th, p-itt ... -t On,v -- tInnn, thtf- co-n-imn --y . . in th- [M,hh. R. 7NOI � Thi, SWPPP .h-,bZ,t­- knn�i,dgi,,Ibl, ..it ­i-ti,d in - ­Ih-h .1 -t- p,.Rnt In Ind -, -.1 RNIPt - �nll t-ninn. - ,,11 -- ...... tht.-nn, Ind .p ... I,, .- in -- tin-pl-nItiv. -hi, -PP. IM.... R. 70901 L�i Tin, -PP -1, ih,,nk ­ ­nN, ,�hn-1, -d th--I h--t ,,Ah., I,- N, --nn, thi, --lb., p :�T ,hd hn- -1- 1.,I --il. 9 lit [M... R 7NO) - Thi, -pp nnult if, tiN, pin.nh), ing-i-linh, ., -titim, -p-ibli, N, I-Ii,tit- tp-h- .nd -inInt, hit .f p-nntnt d.h.w.lA, IM-nnt ;,hhh. (Mi h. R. 7NOI � 24 - -PP nnht cN.n. -11- to hnnnn. nnI c ..p.tt.n and ph -,A, t.p-L M,n,.i..g III co.p.cb.n it .1 ­.-d -ir. lih lih, ... I . ,p-N, I- dihninn, conhp-h. im'... R. 70D) � 25 Thi, SWPPP -1-Ii.d. ­ ,ni, A-,-h In, gn.-A, o, -1 ,on-in.h.. ­-c-t- �' Wn, R� -] 1,1 Th. swppp inn't .C-nt N' thA Nu-nn, Nctn' ih it-Rhh,t hn.p.ni, ,nt... p,,,.b.. �.d ,,d]-t-Until ft: .. ON, ­-d ... tnl ft,,utn,. inl-ft .nd &,.ti.n .f p-p,hib- -d b -tuh- it-w-, run.ff-d - Dn .t - -, -Itnin, N-1 lull., ,­hd It- Nn. bhp- - -b-, ,1.,,, .nd �ib, thin.g. bi-­ .nd t Th. =w.h, .I..., -.1, - ,alk R-h- b, .ininnu� dt-,A .1 ,.H.Ohnnth, 'h'. In d b, mimibhit� tinn-I - .t ... - i-im and ic- in - innh,dinh, -imit, .f d"t-9,, P.I.b; And d� 11n, -ti, .f - ,,,-� ,.- ,.-d! in th, pn,,-� IM.- ll� 7NOI - -PP --nihn-IMM.. It. 70901 1.2 _ nd fl� ind,hfinh d-In, in,..��.2..�,il,.2�.�.b�,.n.l.,,��l,fi,di�d.,.d��l��,t hnnpl_ .11 -PP In,es thin- .Ning th, ­ .f . I- ,un,g-t ONVP .--Ndt, . ,hnfitAthn, di,tchinng - thi, ,:pl.c-ht 8MPh tff,c- N, Th, in, -n-ibb.. [Minn R 7-1 � piinhithnt int'h='�,­1 .1-PPt.,�l.d��dd.b.��l.-.dil,�dBMft.���..Iyt..Il��t blid ,n Id-, ,--, - -, 11- I, � ch-gi, I. -tin, --tim, ­Rtim, Ini-n-, _ 1- .' ..'_l 'ninditi.i. -A, . titnti-t -tt .n ON, di-- .f ,nH.Inn, I. -1 [Mnh R. 7ND3 �.4 R:.Ibili, ­hh, .1 lithn _ ..tt:=.-,.d �S�PPI�.-I.d��dd.l..�.I.,��d.��d�.����-�,,.�.,.�I p,.b bfitd ., n1d,th -.Ohn, �Nn,i, ... int,thnn, ., -.,-h b, Ih, ,it, -hin n, .pt,.t.,, USEPA ., .P1A .fifichal, indfic.t. - -PP m n.t tif,chnn, in ,dinnandn, Ir ,fignfi-dy hn-Ang th, inniniqi, .f p.11.Inh 1. -fth, -h ., ghun-- ., tilt, di,=,2,j,,�'u.,R, ') =­bt, thindth! --ht, h,., R-nn. t-innion, �, --d in Minn. ,, S - .Mp .,='..d-.hl:Ih..1nn=1 .1hp,th t, .f . USEPA --Id I.- [Minn R. 7NOO21al b h FIL 7.411 z! Pl..t"".�t,l,,,,,.,�ll,=.,.�..�,BMP�� ,��l.�d.�lh,l�PPP.�d.�th.�p�..Ii��I, "Intplim" .nd finn,t .n., in nd in .-diihi, with ,,I-nt hi-fittlint, ­dhtion, -d .ch,ph,d tngi-ing pn- [Minn. N, 70901 - E'h1..P,-hU*nL- - "Ina.F1111131 " - Ili_ li�jg� .." t hn-, Th, -- .f .- - to In, dhit.-d. [thnn. R, 7NO) R='.tt hnninnui, 0,,, -d An dhthb.- .f ,h,-bon, .1 - ­p,:1 - ,-p d-it. - -Rpil­ .,tb��,�,�d,,,,.,���,��,1.,�l�ch�,,�,�.�l.,p�,.��nd,.b�",.�i.n PI"'ih &,.g.d N, ,t­ ,1h,n,, ti,R, ,nn, III.— -d! --ng) [Nnnn. R 7.1.1 �d P-d-, -t -Whn, .11 -p ... d ,od -- in�lnb.g -1,1- 1-1-1- -1 In, nnn-d --d.-IV 1. 1.=Wl ,11n,nn -W-­ --dy.-p-nly ..... d h, Iny �h _t = =b.n - Z.. .11. .d --ding 14 tt,I,Rd,n, thin, Shbiliattkin .hit b, .pltttd n. I.- tinin . Iltnith .,, .1h, ti� hi-nnn actMty I, c .... d, Stibilkinthinh hi" n,quned - =,-, - C..p.-b Df,..db, ,nnkin,, IDI Ind -da, thnin,h �btbdna- I, -1 ­.wi,d on " -"Pib� wil- "Indit- ,O , th, .' _ni-innp-h (�.g., clinin ­,,Nh, ,-N�b,, ib-Ift- ,-- ,1-1k,fl., -d ,IA,kp.It,,) - ­nntl- .- pn- --nn ton-1, �t IN, bAli, .f lin, -1,11� (Minn R -01 �.., R, P.Idn, -- Ohn IN, M.-I DNR It pnnn.lg� -it '-kn, .1, --,�,,.-' d-ing ­,di,di - fAh ,p -ing tih, Nnnt, ,-- -t ..pli,ti, -Wfln-n .f .11 ­,d ,nd A,- within - N" " ht"_nh '4 .f thI --'� edst, .nd ,Nit dnim 1. On- - in Inn- thing th, rt-finn ,ind. [Minn. R. "I . I R-lint .uht -iffin, IN, -n- w-d p-n.- .f - - NO -a, f111 Df -­­ .1 hnnIn nt -i­ Ifthe, I, -1, Tht d,..h .-, ft.. - ,it, wnlin 1� -t �%,, .nneong in . :Unth. -tin, .' P'."Ity .dg,. Rhhbh,t _' InhII - in,inflindimn 0--ing ­tith ,f - ... y in pi -In, d.1,1h, A, ,-, .ithh, 1,1 I,Nnn- day, - --ing I, . nnf- -, ,, ­h, 1, �dl, - t ... -thnnn, - p..,.. If IN, dnith ---I, ., pi,nn-11, I,- I-.. R. 7090] �.7 -pin- � pi,-- din - -It,, -g -d � � -nn- r.nhinin,'�,, ,, - -ing t.-tfinin (-h P'o ­ly dh,,iiSh,,d n.ck dnch ch,c6, hin n1l, A , , t' d. nnt -d in b, ,I.bil.ed R-h- - -W., - in- -hin 24 h.- - III - � -d-i-I -1--.1 �'bnrh -- [Ninn, R, 7NOI - R-h-, nnht -t - nn,l�h. h--ch. -11h,, . h1­1--, -ft, tnh- P--h- =,.' -thin .ny pM.h .f - -- .tUd ­i-nn, .f . h.p.hny ., ,inhi-nt dhiihRgA diul, si,clon- ��o.ti�u.�Ill.p..tgl..t.1t�.2�,c�nt.[M,nn.R.7�01 aq pinn'th. .. it ­,h=�­ o, ­rh - R­y d­bIn it .11 ­ o.tith ,linn, 24 � ... alt, - to to . __ - Pl= - n',==.1=n1 I,- [Nb- R. -D] - ,, .n,t .1 dNwb .. .f*-i,1,nh,th,d1 - -nnh-dh, -- ,wRh-dNhll.[M,-.R.7Nn] ill _i- � - ,�l.i.����t�t-bi,�'h".*d'M.i.22t�.�-IIBMB.n.11&wng,.di�ntpe,i.�t�,,.fth��i�.�d ,,..�nla,�.,.fl��l��.1d,.inl.,,,u,I -1,indudin,cunbind . ...... t,,,. R-lbi, -tI-thndhhh,t-b.IpM,Rhh .pg,ad��.f.nybuff�,,.��.Pe,.�t���..�ti��1.11 ­nInt ,-.1 pncti- th- in, .pg,.d..t hin-it-nn, .-M. thgn, - .- -p - .d.-I C-M p-lit-in pl- -11 ON, t-bink, ,nnnhin- -, IM,nh A. 70901 , � , d-,­,b,"1 d,,,",,,,-I,,,,-,I-d��,b���d.�l�,.��tI.I.,,��.���.��..int�.n�,, _ _ -.-, ,-n- nnh-h1l .dd.b.n.1 u..d.-I -.- hn-I p-- ., ,.d.n.ht BMftt �l�....�t�,,�,d..g�.d..�.dl�S�PP,id��bfylh��.ddib.n.1p,.�t.��.,,�q.i,�d -1- 6.3. [M.- R, 700) L4 Rinp-­ ,,�.�.1d....g�d.1h�,.�,�d,..Ib.,,�d��.g�d.,p�,�f��d..��I, 'tin. i..�nt��t�.(�,g.,ditc��.ith��ck&.,�,�q.i,���di.�nt.nt,.Ip,.ctic�o�ly.� .pp,.pd.t,f. �' A ..%i-ndib. [Mi-R.70901 MhUng .It .in pl-din, - .- It -t . --nt c.nt,.l BMP I .thfy- 9,2 ,-pt - w.,kng...�h.,�l.�.,��t�..�,I,n:.I .�&.t�ly.ft�,th����t�,...�t,�cti.�.�b�,ty (,, -11-n -,,I np .I- IN, i-An, I I. th., ,,- I, ,. pi.h, p-i- hith, inthill in, upl.nd , R R�,.=, ,,o,,Iol .,,,.,,,,,,,,I ,­d tod, hill dInn h � '� It,, ..I., [Minn. R =dN. -1-In. . _ IO - I -. .1 -nd ,ht- �dbthbnd ., h.-Rd t. - ,it-h- i.th ,h d-n,g in p,,-g, If ,-Ith -d-ly -, - --il. .1ibray., "'Ih." d,Ith,t.h -,10til Rhhh- n-g ....... : -1 p ... T- in,fin" ti,i, - p,,,,p,,.,.h .-I -n if - - I- indilaty I, not ­kh,. [Minh. R. 7NO] 2 I Rnh In- .n,t pn.t- .11 inn. d,.i. int,,t, hing tp,­hh, BMft thing -t-Ohn ..", tl�y _ - L. P-Atiht ..' '. nh, � .n .11 -in, .,In ,.-I,tl N, dh-h­n, 1. th,,ni,1 [M- 1DhCbDn N, . Iftim.b., u,10 if . nittific -ty -innn (i,,g. nnnt - t,.hl,,h pinnh= i p N. 'mol fl..dNA/N-1ft)h ihnbN,,l by d,, pinnnin- ., ti� jIndinfi-I -tin-ty fi,., tny/co.nty/t..h,INp1Mnnrht- b,p-innt .f Thin­rItnin ­-,). -nt- .ust dithunntht the - N, -.1 in ON, SWIPPP. [M... R. 7ND) , , R nnnh- -1 p,.,d, Wt fi,- ., ai,n, i,ff- ,,,dR-nt ... hol, ,n IN, I,- .f -Innb, - fl� _ -,-.- P.-l". [m.-. R. -.1 � -hhb- .ht 1-h, -kp.b,, ..- .f ..-I In- I, ,hr- ---ding --nn, -­ - ... b - - - g- ­1., .di- IN,-, � bvp.,t.n pl- N, ,hi, thin-, [.... R -1 R,= .ht Rhbill . �thid, ­Rn, O.1 A -uhniui, - tIck - .f ,,dfinh- ft.. In, -,hu-n d. ., ... ­,,d ... d, within t1h -. IM., R, IN.] 2.12 RIM- .- - �b- -ping if ��Ihicl� O.Wng RMft - -di,qn- t. p-tnt �dn,hht 1,,I,,, An- IM nn. R. I-) � '� pt'.'_'=ttt.R ..ponn,I .dinhi,ht bit- ., ,i,quin,dn, -- l,l, [Minn A, 70901 _ inh.fdh._NnRbn.I,n,g.tAb- tabili,.b.n�ill.cc.��,.,tt��..�,�,t,i�,��hick.nd L. 1. In :q',.p'...t .. I. hni.i., I. it -hht- [Min.. N. 7NO) ph,.- Np.il - On, ,it, unlit-Iihibl.. [Minn. R. 7ND] 2.15 R-linh ..:: d 1.11 P:�.-:" h 'hu b- RM"' 1. ­i,hihd ... at -1- R,bh,ffiI,,. JM- R. 7ND] g1, p h:�t _'t 'I ... t d-­ - "Int" � '. _t -.1 b- .,,.f . b.Ht, .-tibli, - Ihi, �it, ,-d, r-n- I-Ibli,) "'"."" -dinn-1 ..b.I-hi,n-,f ... -., I-d - - .1 t1h nin- -11, b-b-i- -d -.- fl-, in IN, ,.- -, R-h- .h,.-II ­-- -I.- ,.nhNt.1I=�I-.p.,l..N-h .db,I-k.f-.d,N-­ ,I-b..-n,-1,­n.d1 d"." I. ' " , jud I -, -nn, d-, ,lonn.-, t.-y- --' -rh d-I, mi,-, thd �dhnh,nt Inninh. If ,ni-ing di, b.fft, it infit-bl', P'nhn- ... IN, t=ffi. ,--nn th, S�PPP. Sh- piling I, � ned-dind ­mth, --t if i-kil In . ht- III .11 ---'. IMinn R.70901 -I R,hn- .ht - p,hn,,­ -1-th, II, .tN,, �,R-Ibhnn tir-nn-t--l- -.nInt. .th -eph,d -gin-h.g p-bcih. d.ihg ­tik- ..it ,ed-in ,,..I -g. ­hfit-ih .I c-nd-I in., - Ind �d-nt phind-bytin, ..ufihtu--.p,IInn,T1N,­-hh=� -al, _ -t- pit., I. tih-1 .ddid- ind .- dn- hit. . n,di-nt c..,.t i,t- fin, ,bh1hn I, .1thnninnt .f - hit pho, R, &.1ning, (Minn. R. 70901 10.1 D..' ..' ,-= -il ""'Int. (K... It. -) - dn""' ,bid .1 -h-l-Uhn ..1. n,l-d! b, d-Inn, ., -in &.,.ng (,, Iunhpi,d d-N.,get. behh/ddch tuh I., dh­t) b, . ltin­­ ., ­-nl �dnnni,n hnn - On, "in"t "" 'n"' --ble. Rhhin- nhy -, t. -fi- .Whd -y --il, - A "'u ne � d,,­h, InInnind - I-n .Ib-d .nd ,uh.nn, -dift.h I- Minn. R. 705-210, I.bp. 2) .H' _t -It b. Idi, dhth.,,�� If ­nTinn, t.nn.t d.-liI th. -- I. . .dinntntit- b.in p- � inlnng.-Ohi, .1�,�..,��,..�tI.�t.l.���,op,i.�BMft�.�h,�,,�d.���,ge&��n,A . _ hp�.-1 ,1,11,,"I,,-,,,-I,",-,-p,.,��,.[M.,n.R.-...11.1 ,h- intht J-1 it, ..- ......ng .1 in R,-, -, .- - - .il-, t­ ...... ,..I .., ll-b- -- fi,., -nnih, lb-, �b ... I,- Ind,) ,- 1. d-IN,l, [.in. R IN.) - 1O,1 RITri ..�..�tdi�c�,g�.11�.t�Ift..d.t�ll.g.,b.�i�4,.in,�.cb�,ti��in...n�,t�td..�n.t c.u..,.�i.n.,..,inth�,..�di.t��inity.fd,�.,g.�i�t,.,in.nd.b.n.f��t�.&,n�. .-R.. �ihind, .1 ,int-gi, p- - -ht ti,nffi- -- i.p.cl 1. 1h. -Ind. [Nhh, lk� '1. I If p�-.].n- - lb- ... -- -1, -, inh, - - ib--b -, -, ., dhp-1, -h Ili, b.-.,h -, 1. hi, bt,phnihO nf th, --ni, p--, n, inh.-nn, III. W-,h -1,, i,t.t��it�i�...�n�,tNtd���.t�.u,��,�,,�.,[Mi�n R.70901 M =W,Td b- ...... INIfinn. N. 70510] . . 11 � IT �n .A .I,.. --c- �Ib, �t -t . � -q - (7) �.nimg - -nhti- - .,thin 2,1 - - . ninbill .nt - i- a thintl III, z fi-nnt. 21.2,b, .,It hhp- th- tOtatin thin, 72nnch h, � -t (Minn, R. 70901 113 I rl:.I�:: .,u:l:n:, ,nd ,a,,I,n .11 pt-a-1, it.-, --nt ISMR. [Minn. N. 70901 T_ 1 , P��. :I� .11 in.timn ­-- and itdi-ht c-nd A MP,, .nd P.R.- P-thtlwh - M-1-n, .--, to -unt-,iny - ,---. R-h- mht 1-ill 1W.. .1 ,.ppI--Rn.nfi-io l�.�-�h�-tl..I�.��,.����.flh��,�b.,,�,,d.,.��, ,-­ -1Z nn.t- inn. fInn- ,p,.fh,d.n.b,. - ., TLI R-th- -, liki, -,b ... I inn, It fi"d ,.hd,t,.n, p-nt -- hi t1h, -, [M.nn. R. 70901 - �.,i,,.,h,�,p,li.�,p,,�..�,�..,,,�,11.,I�,..,,,,,.n�l.d.,d,�.-,��..-.. -­ ­b,nh Int hit cub - gufft, I,,Inn, N, ,�idnnh, of ininim and itdi-nt d­ti.n. Pin -inn, -thnn.. .11 dRlIh - .&..nt di,ptrhd in -hic. --, .,=d,-g,, ­ c-1, b.nint, .nd .th, dinim.g. ,�t- - ,intabilin, IN, -th �h ... _1 -11' in i.p-d, .I.P�,..It.,..,,�..pl�,�,�...Ia�d�,�b.i.,�lon.ilh,���.n(7),.,�.d.,.�of 1--t, -1 ... p,,tl.dtd In, 1­1, ,ttul.b, . " - , "'t-It - 11 " _�N=" , : -.14, �ff- 1. nblim -th If p-I.d,d, �=I'!,hd' �� ld_ ..... ti�_ (7) dt,n, .f .bIih,.g .ch,h, R-the, iin, -p-iffil,, N, .nUcting .11 -, n,g,n,Il, - .nd t-hl a.t�,itie�.�d,�c�,�,�g.ny.ppi,c.bl�p�,.,b.p,..,t��.nd�d.�g�ny..,k,n�.d�,�.,�,,�[M,�h R, ... O) - R-h- hnnthhpi,cl -t-th. ,il-hich. .NI 1-ti-, tn... ,nd -1, ..it ght., ,,,,bAht -Nh ..it .do -It b, thi, p­d N, -inh-tion, f .. .hhio. in t,.tk.d n,ifinhh, N.. ,nd,- Rnnittinn, --in.-d. ��lf,..�lip.�d,.,�...��.�(11��l.�d�,d�y.fd�.��,y�,,fappi..bl�, �ith���,h�""i.�l.�-id��.kl,h..,d..���fp.bi-t,,�l,.[.,n�.�.7..I 11,7 P-ith- - n,pid, ­lIh, ., I.pplt.tht .11 ­innt- hi.-1 -- When hty b-nn, -n-b-I n' - ----., Vl At - ,�,Rhl .f ON, -ti, [.in. I -.1 jL8 R-ft in-d- �.p..��ndp�,.�..,��d,.��,�t..nb.���d,�...t���d..�t.h�, Ih�,rpth.f�d..e�.11��dinth�b.�i�,�ac��1/2��t..g�.I..�.[Mi�n.R. NO] ILI - .. -.n. Iint It -t - trh.�idh.l p-=2- - I., .� fl- hi Ith pnj-n- On- ��) ,.:=,. IIV,j is --dn, fln, j.b &t.- &--. 1 2 b. [M.- R. 70D] l-O R-th,th Rhy ,dj- - in,ptcbnn -d.li, &,t,ibtd in U. -2 ., N11- .. hp-i- .f in- .ith ­hnni,nn c- - In, ,td.ctd I. .- ­ ..nth, - f-h-n in-ty c-h- In othin ininhint of dth _; .I ,� .h. I- N.- pi,hhh- I:-, .. .11 �:-d .it .nd . -h-tthin an-ty m -umng ­-, 0. - -, A,,hchionh - In, nind-d it, on pt, Ah-th -, .- 12 -th, nhy th, nnpthdbd t-p-1, hAnd --n.- .-W -inn- IN, MIP. .., ­hn, inn ... hnn, In -h-f hnnnihn, ....... ` c. ..ne c-b.- -.Aty I, been -,nd,d du� A F-en g,.u.d ,.d.b ....... p-b- in, ti� ,� ,p-d, ­thinh -t -uh, -hin l,t -, .f nun.ff Ict-in& I, up-t-ing .-th­ _ch- c ... i thin. (Minn, R. 7NO] 11l, �,.,�.�,.�'t'..,d.11��,cl,n,,nd,,i,I n�-.c��,1,�,�,.,n��.�ofb�,ng�.nd��da�d - thinn, ,.,.,& - th hninhd _h .. -PP. - hn:ind� .- ind.di, ,� �1.:.,'d',,.*fn,p,, I-, - b " h t-d-g-i-b- ..it c. � ..... I, fi.d.­ nf In, tNh,.,I.bn,tIN,­cifi,I-,,tNn- .. .... -- nt .1, n,.d,d, .nd " ,1 --ch- -i- I- h,ciniing -, hine, .nd In,, -pl�tntt nI..h_=_h_ ); .nil , t1ii, .f nit Ii.Nll ,,nh ­h, INA 112 -1h,, in � N. -tnt. R Th" .n't .b1h. 'inUl ..- by 'nin,' � P'­dv =- .. - .f In." ., -th ih,d ,,,, ­R-11,d -n, R -h-' 'lithh OW A -W. - (1) hd, .f 'U' I..O., .' . -th., n,p-lint ".. I.t P-- ini, ­ bc 'hhNII d.0 O.. .4, -nhh, .nd f I pin-th., - . dit-g. du,i.g dh I �di­ -y .u,t h- and th-b! pinn.gniph .nd & thin, - I-io. .1 dh� dhch.,,� I,, t.I.,, .do, I,tth,d ., it,­nId I.Inh' ." ihihn, - .t- .b-h hf-t- n' ,nil -nu): -d , _Y� Ithdin- W`NS PPP phn-d �, � -.1t .f On, ih,p,ti.n -1 I. &1--d ., ,,q.i,td in Stc1h. -thn, -n (7)�lt- db�, [Minn R, 7090) 22.1 P.11- -YEIL.-TE L2.2 P-n-, inh, pl- Ou E7; Lpt,=M l"h-.'p-�'.'901',W, undin, to- h,g , pl.,ht -hng o, __ bnnp- -=tnn, he-, d-­d . hnininhile ­lhi, .tb , -h) " P,nWtt dn,h bv -il.fly -nn-1- P-HUe, .,-.t ­.in,d in t- - pht- p-d- -1, - ,.th,, -t � -- .f -ninn-b- hi -n- .. .. .. , dthohi,d I. bi, ­ed b, -.- [Mn. N, 7NO] � --thnint .ht pi- hthchh,t, Rnrldi-t .nd thh-nd --it .ndt, .., h.g., plandc -thing in =- ., pnobht - by -0b,ly -wi, -h d-g- R, hnninnni, .nNht - , (.In. R-13] L2 4 R-n- - -, h-nd- hh-W, -d I.- --, find.6, hit, d-I NA, li-Im., h,d.uhi, fl.ift, p.int I.I.enh, �-Ieh.Ab-d p,.d.,h, .it ­-b- �ddni- th­ t..pn..d,, .nd .cidt) in -d -th-h I. p-nn Rhil, I- ., .tM, d-ing.. Shn.g. iind di,p-I .f hinn- -b. --iii, nruht th in tinlpha- - Minn, R, th. INS i-ding -d.,, -biinhnnnt I, .pp -Id.. [Minn, R. 7090) � fthnit.. nnht ­,hrly thin, .11- .nd di,p- I.bd .att- -pli... .ith Minn. A, ch. INS. w IN') 116 RZ nn R - It- .- �hftn,np-hd, bid- Rhy.-thn. ,nd-11 n.thp -R -Atd- P�,..tt�,..,tp,.�,lyd.�,�.�.u�..,,,�..o,&����.ffiM,nn.R th-2.1-n.11-11 L11 Pi,nnnnht, in- Uk,, --lid, ,.p, in p,t-,t ,N, J.-NIR, .f ,pill.d ., lt.ktd tN.-I,­I.dbng N, ft.. ­ .- �,, ,h--I, ., - �.Il th, N,d,d ., -I-d,d indulng tI, ... 0 d,,p in. ., .b-h-th -1- mf-idt, Pennn-, .- -- ,dit,unin, ,.ppin, - ...J.bli, ., ,dl hin- t- .p d.,c.,,td -w-It .nd ,Nit th ­­-. dn,W -iN,d! it -.Nbl, N, -h-d 'P,L,d -t-it Rnnitt- --p- .Rd thIn .p ,11, -&-hy ., ­.-d by .... Snit. l-11, .nng d,y citin .p -h- - p-iffilk. (Minn. Stnt 1-61) 12A �,.,ft�...,ti�.it�Nci����,,.,.,h,ng.nd�q.ip.�ntt..d�fin�d.,�..fth�,,�.P�,.,��, ..�t,.��in,�..ff�.t��.�i�g.,�.ina��di.�ntb.,In.,.th�,�,.ii.,��ffectW�.nlp,,.,I,.nd..,t d. , -th, hin, thi, --, -1, p,o,,I, --th nnutt p,.,,I, .. ..d ,Ah, ... dII Ir .- (Minn. R. 70901 L2�j R-1- - p-di, -- th-min- fI, .11 hqnd - �.Iid -1, gi, .... bid by .ih.. -p-b ... I. ig�. '-- 'W- Inn, N'. n,l- nd" ,.,,.g -pt- -d - ,.-b- nhttlak) rti-d A On, hnnftudim -imity. Rnnitt- .- ­- 1,Wid t.d ,nint --t -th ft.. -n-ting th, gh.nd .nd .At d-gh - t-ttin.tnt A. it d- --nith, n..ff ft.. dl� .hhul,:p-fi ....... ta, Rnnnin- .n,t p .ptfly dimp- litRod ind hill .nnh in c-ph- -1, MP-L, �,P�,.it�e,..����ll.�,gni�d,.�i�g��l.c.�.�.fl��.��ut�cil�l,.[M,�.R.7D35, Minn. R. -1 13.1 P-It T-I.- --- '""' !Mfly - --Ndl p--nt -, - .11 ah,n p,i., I. pi,nhhh- .." I.In't- .11 ""O.". --thnR IN, ... .,Ahtn,,, I,- ..it t.n ... t .f . unif- pn,.nn.1 ­Ntim .ith . dinhity ,If 70 ­,- thin, ­b,d F.1 gn- Vi,gi,binninh n.-qnn,d .- IN, N.n. .f . I—& .- th-w .. ­-.­ -I, -nnp-inh -- ., 1. II. .1 ,, -d F.I., [M.- R IN.] L33 R-itt- RA,A d- ti� ptnhh- --tit, httlItnt ­te. .f nny --d-d --' .in! .n,t tn .... the ,h- .- .11 ,pl-lbli, ­nn-nn, I. 5-1- 15 t-Ob 19 ..d,, ­I.nng �1 d,dgh,d[ n-7NO] 1" Rnnnn- - I- .11 n,d-nt ft.. -­- n,iltn, i ..... b. ,.b.ndn, IN, - [M'.. R _ -1 1- ii,=- I-- .11 -p .... V ,yntlebt th- p-n- - ttd-ni, t.-I BMft p ... in th, N.I. ft-thnit nhy - BMIt dhig- th, -nnp- -- in pl.- (Minn. R. 7NO) n: 13.6 R, ,.t,&nb.1 c-h-ch.. -1y, -it .n.g. tinnn-It - i.dwidhil - if III = th finiiihil ..it I.p.,.,y .,.I.. p,.nti.n iind J..g.lind ,hnnnnin, -Ond h, nhn- hib hi - fi--­ .nd th. ­hthl, iNtilb.- th. MP- � --- Rt, Sn-" b, IN, -o-, Ith.n. R, -] 13.7 R, p d =ti.h ,.j,�.�.&,.�.Itu.11�.d(,.�,,p,p�l,.���,.,,,.pi..dl,��,..�,��..�l,�l.,ntIN, I.nd 1. I. ­--- tRh,.1-I - p-, . ,.b.iln" lb� N.T. [..... R. 7-1 11-1 �Z� Ld'iM-'.1,L'c " = _ __ _-'MN' " '"" '. � l. .. hi. _ I dhin 1. . ch.- -tim, ptnni. ti,­­ --h In- t:p',*2,t`��d Zi - .f ON, nh.ff IhN-t I -it, th,, "t In'tip""n -, ..,�,��.,.��..,,;L,P,�,;:I,.,�.-,=:..po,.,,��..��l.,I h.penni-nn-n- Zsb.cO.n I t.in inn. - I.n­ .q.-d - ,nnhh- - Nh n,d-d ... ��g�.fd.,�,b�d�ilt.��t�.t�n(ID)�,.,d,.,�,.g���.....�.t,o Ith-11.7090] 113 �.t,.p.,.��,...Ip,.�.�l�,�.,.�,�,��.[,.I.t�d�.I.�,.f,..ffft�.�Lo(,)-,��,24- h .... tin. ft.. -ch .- il-d W - Ininn ., LNO ,.bic - :f liv� -nv pt, -, il-d' -chn- I, gh,ine, [Mi.. R. 7NOI � tiII, n, penh-tt I- .-lk-d - - (2) v- li- it- run.ff,nnhunt - -th., Ininn, nrutt ­W, 3.WR I:- Met .- n-ge pe, -, .f - b.Mh -­e .,e. [Min, R 701II . , p . - =. 7NO] & ig. Ith, Iud- t. ph-nt dInn-i-ffing .nd dh dimching,, .f fhnhn� di,b- 146 ftnnnt- -t &Ng. - ..NR1 th.1 ... 1. -d- - in.. In. ,.- I. nnnnh- On, d-,,, id p Inn-, R-lih, ..V b,­-IV ... � J-uh- ... finti, ..thd..l --in, N-g Nil- t-dinion, TN, -i. -t.-d ... Ib.hId thhhg­ A-- I pn-ht It- .f ,nd ....... �Zi"" ' NO) T- P ...... . t p-W. eh- d-.,thn N, di, I- -1,1 -fln. 11 1- .., --n . � _.__ ,M.n. R 7NO] 14. R-n-, inh, - -..t ­hn,, .1 -- -hi, .nd ., N.- - ­-d.nn- �' " I.- R 7�'.]'­" , In --hbrunt-tin. R,b ... h ,.., W dil,thriiin, l. ., .- - .f -1 dRinn, . . 14,9 R-= N-I.n. [.inn R. IN., C- 1 1410 Mtn, . -­­ i,d-nt hinn, -thn,, - ­iIi-ent, .f- 14 3 th-gh 24.9 I, int-bit, ­nt. --n-I ,ff- --in, ,nn-1, -h I, -Ah, --in -in, Ind/o, -in in I—, tilt fi,nI, ­U- b.ffin, th., ., n.y ,pnp-th, -linInin, hf hn-n- - dithi- lyndinni-I ,it, t-difin- In dent -min, �th'_'Nifihg � ,,d..,nt I- I, inb,-bl, ­.- - --, public WIT, .nd nhy t-id,, fn,,.,, -h ., �ni, ,.,I,, dnp, -d! .-Nid, .- -- Rnnk- -1 dt-nn- this --.-b:,n.f;7iNhty,n ti� SWPPP [M.n. R 70.] lSw1 PeirminenI _tinit'Tin. ein .70901 1j,2 ft== dinign IN, ­pitt I. .11 IN, - - d-gind R.. UN, ­j- duhn .nd - , 9 'dw-h -Z .".'."'a'v­,oIati.n .f III -, ­1fty shind-, ind.,nng huh-, -ti., � ... x:.h,,-mng--s.n.n,-hI. p,.p�,ti��,.,a�ignifi�.nt�&e�e,.p.,tl. .�ti.�d,�a.��dby.n..&t....,&��.�� .' fl.. [mZ A. m9ol - 1,;,,�hnn"tt-ig ,,d,n,lul,p,,,,-nll,,,w,1,1,,I,,nts,l,,t,t,,,tllw,t,, . '_N. if IN, p,n*t', .1tinhh, di,einp-nt ,,,,,N- -litlitim .hd/n, -, pe-, ,h,N- c-ing . ne-c-nn, .f - (1) ., hi- -e, .f -ultt- Rnpt,A ...... N, [Minn. it 7NO) � P-ithn. -1, Itc.1tit. th. w.b., quality .I.. n, .. ill inch to- - - in-n, .f i.pt-th l' , R:-- c-tind by - pnj- [Minn. R. 7NO) - ..- in- ktI -- ,.I.., ,,d.,,.n p-I, -1 h,R.,..b1-l.n ., .-) - �­hg IN, ­-nt -n-1, 1-h- ­t- If th., ,,nnnt pir.hibn, infil-m ., -til-n - 16. � th-ugh - 1611, ­nh., -y --, � .1 -h-1- lb.ni� fil-on -in ., �:R.- p-, Th, p.- d- - Inn-, - --nt .... I,.- - fill.- �,,Inh In In, �.I- -1- ,,hb- I.- A 7-1 I- N, pnod, - th, Nil -1- ,-tin-eq.we-nt .nnin in, - --, je g., th, - h. .fill-n p-il,ni-I. pt-tthtt .- d.t.-ht - -I.nt in - -PP [�.nn R 7NO) l' I R-thn. .- di,it-gi, th. -, ­hty Wunn, W a :hn-nt tt-wa- thh-nn ,- ,w _ I. dhchingt, bI . -cI, .b.n. R, p.,p ... i d thh-, -hati, -- IN - �1.,,, hin"" dhi­ �ttnn, tht -­ ib,.-, 1. a p-nnnt-n.w.- btinthn- ,- (Minn R, 7-1 - - Mini, IN, p-innty I. Ind-k p.d.&, Nh hnnill.thn .f .ny :f - pennhh- --- -t- 113 R-d-, .- ,nn- ind,�Wu,1,ndi,nOfitdnn ..nnn M -t- I-nnO hinn Int.1, -1, W-1 III- .... I. hI by Stch-t � th-gh ll,, p-nt- .-nnhill nthn, th-- - A, ,.-d .ginntie, ­fet-It .Rtna.tinnh, nn title, -b- with ­,,-n tnhitn Rn-ntn, ,.dhn-t -.1, -.11t, p-th, ., i,it th-b-, p,i., I. th. dlichnh, .f in-nnint, t. -fiII, -th, [Minn. R. M.�n��-�P.��/�.I.....,.�lt.,.-., -.1 �.,,.I,pp,.,,.7,���.t,.--.,=�l.ndlh in, it. .- .ht inn- dMNRI, ."-d . n,ft,,ht, -­ -nh, -y th- (3) y,t,,. [Minn 1.7010] � 9 R, R.- = .thh, pinnn = =,- thi, nnin, ..I, ­In".1- within - t.i,bhg .ghb.-y, m, u, Wi,dand, [Minn, R. 7ND.OlR6I .It !��!!IR -nnnt , -In, I, - .IbIn, .dd.li..l nghn-­ --- ., .t- b, 32.2 gtt with - hit-tittl Ni, ,ign-nt a- ..p.h I. . .-nd. (­.' 7d hnnimimn N, -nnw- --tin dining th, phott pl-nnng p.-, --n" .. .f ti,- ._b, .f , .N'I _ I-d b, . ,bihnw- p.dj pi,nnih- In- d-hn.t. -hi, -1-d! =ph in- lb- in, SWPPP. Ptnnnt- .- �Rll ,.,rh- -l... ntd.- pirl'"', 11 t 11 . Ing.1- ­-- h- Ili,- Inil-iln, --ni,i, . Ill-$ 223 .1 22 4, [Minn. R 7NG 01861 th,if-t- 15.5 If pi,nnnff- .n.t .blin, .dd.t.-I I,& .f-A.V, --ht .1 .-, ".."n., -1 Of In, p1tenn.1 .-I-nrnp- in � -Ind - . ­nfi, pnj- - - ,,ddb,,-d by p-t, In' I - 'thy .." --e thi, ne-int .f thi, -- qu.In­I- ,li., I di-II.R, IA -f- ..W,,. IMinn R 7=1.. ­ , a Natu,.I'R =an .ffici I ini-N, p­ IUS. Annhy Cnhh .f Engin- - ,­Rnn. Min-b, D,,lnRhh,,nt nf - St- hbri-I. -land --thn Act) dnit 1-6-1 1. M-n S IMh.. R. 7001 fi, -, ., .f -h-d! ­n hIlly fin Ill, p,- ..it pni--, p-n- ..y - - p-n ., - d-nn-th. I-d 162 Indinnin n .,,b.ntnA:N&, Nt - ­ hinn,d -innin.- b,h,h-NtIh.n hinn-, -n- by th- ­n- in ,IN- IN, --i �--­- - ---. R, p ,p.,,, .f ON, p-A, ­,,, , bi-Int- I-, ..th.,t ..--­ -Ii,t .In ­--ti, th- dinn, and Al -al lthdinnn, t-h - d-nn.b.- by ill, p-i-R ­n,y th,tt -- ,h, p,.j -­­ wh.-, d,p-ti.- If p-n-, .11n, ....fill. - ,y-nn I in- - ni,qu-nn- If - rhirihn, -, -1 . h.h­ ,di-nd d-nni-thn ,N., - ,nin- ph­1nnp- I.Inn R -O] . -, ... t, ", &ASh pt-hhh, itt. 16.3 thningh - 16 21, Penrnnh- -tt NII.w ti-nfill.h.. -1 , -ne ,nehnp- I,.. th, p­d .1 .ddre-dnn - nf ON, p-n, n, nt- --nIl- ,,.,bl.h in "th 16 14 ."inn, -ndiftnthm, ,y- it di,,ig-d, intl.dbh� Th- - reqn,,d] by th., p-n. (Minn R, 7_1 li��,:- in it.. - (,,.g., ­-. in..d.ti.n ., fl-ng .f thi, -1-it, nghifitnnt diNithiblIn .f ,,, fillin,, --nhp- I. by 263 P-Int-, in- -g-fillahnn, ,,tt- it,�h tinit p-tung hyd,.I.g,t -d'd- .1 wtil,nd, in the _ "" --li, d-ing), pnnn- in- nninnhh, .11 -d- nd.-R "PlIp"It, I'll I - -'Y, , II- - thi, It- .1 thi, -dand, I. wtinity - .-p-d! (,, hund.1- . b-thing . ­-d -I, hibli, i.pp.,t,ng . .N.nd). -1-M.-I�=111.1nd In, =11 �d h'd'd. TIN,� ,.--dunb-d-f I inn. I. I.I.] p ........ � 1-­ p ' """' """"' ,Ahnn, 1. - gId, ., -.. il- (3) - .f Nnd R,,n], -I =.b'.'t'in',,-d' .. -d .11 ,,g.,h,.nt .&-­-, I. .tl.n& ft.. 11� pn­1 .nd pihl-pni- dhi,WR,; IZ , ain­ nin. In' b- t.n,t,.tttd .nd lily thbifizi,d! Inl- t1n,y p-nit, ­ ... � b, hnninnni, ­ .-nUill, 'Intint" hinn _ p ­d - p- pnn- ii-g,; tnhh, pn-nthn ,nd --Rnt :-.I� j..g , dh-thn -nh) I k-p �chnnt.t .hd -.ff -pletly t. p,.,& Annpi, ... �n, .itig,,ti.. wiNn, th. p-dhh,t ithnnni,h) t- thin. It n. -nnnabl. .nd a.y tr.. th-h-h- .- (Minn A, IN01 'n' fi-li, .1-Inw. I. -n, . tig.fi.nt - innp- In . -and. R, -pthnitiny .ing.h.h, InS �. =�timgi�'I,�,�fil.h- ,,t- 1. -INn 11- (�) -1 .f I. -I R-, p-R-, -1 - .N --id --.. ., t-thi, -1 In, .f tin, -� typ., nh, - .Ihn-, --bli, .nd ­-bli, -d! ffi. � h­ t.-T.- �i,hndi,, ., ­ip-, . n.t tinnp- - .il in thi, inhlb�b.. -A. in ON, - ---d � N-p-d -1-d. [M.- N. 7050-1) [M,nn 11.70n] - Add thniAR-hn.- N,D� ,��S��l(P,.hlbft�,R�i&�,MVn�l�p��dW��.[Mi�..R.�I L'-'- """"' "' e ,I I ... e,u�h.�.�,g�1.1,df.11�,,I.p,f.,�b�y,�,..,�,q..I.ly..I�I ='bu.' =, H I - 11--th,ii N, -th -nil .,n.pN,,,d ,Ah, - rtqhn,d N, 1" .f ' p,,R,t d-hng _ 1,.,., ,nt " ididt, hnitint, nnattihil, iind .it .nd gntin, ft- - ,.n.ff, b, thi, hi.n... -nn On A, 'R IN, ,,,- ,..I, --.- I. -filtnthnn, M,nn, N, in � J-Ri, nind - IN, p,.j.tt th.th -hin hh, hnl� (-W Idlut nhnit--nt') f ip-I .' fi.., t. th.t R 7NO] ,.-III, ,ninn. "" ­in,d .- ..it ­- ., hhp.-d -tin. Ithnn. L33 -INnh,, l, 'N, hill.-g ­-1 .--th,bli,di A, P-Ininnn! in Minn. R. IN. 00. -il. � .- 163 Rnnitt- - Itnt, I filh.ti.n ,A-, in pn-nd� � - q..Iily Win. j,.I,.ILtl.d1 - .. _ -� h-p-li, 1. -, ..Ilin-nn- 23.1. �3. lD, I-1, 23 13 - =1 -1-2, -).f- Ill hith .f,un.ff,., - (l)-h-nih 1-linni, nf-nn-ne,-b,d . ., in. -I, -wi, .- A- -d-h; �­g_h N P,nk: -th, A.- bt. - - .f - by -11- ­t- - thi, int, fit. the - i-e- .1-p- ...... ,U ... ,,e-d by One nnn- [M.- hnnt, - .t Sand- b, it, ­nfl-e .ifth th, Stint �- Rivin; R.. - ft.. O-hm hk,, R.70D) �pifl-y 1. thi, -tht-tt ti,nfi.- - I,th, Ohnn.. It 8 R nnith- .- -th thi, n,filla- ,,,W. t. thh-h. .11 inni-I, Onh-ing it.-tinn, .- _ b, Tih. p.nihmn, .f hki, S.pin- N.nh .f .tit.di, 47 kg- 57 nnin-, 13 --, Eint .f IN, P.int, At ON, ='­Iht' W-) ,.uttd 1. Ili, ,,,,,. O,.u,h IN, .pp,,..,, -1 ,..I, ., -N--d S- .f III Minn-li-ont .... b ... dfi,A -d �-�.f tnt, Mhhn-bi--hignh -ndiny; .- Within 41 h,,, Rnnn- -thnt, .dd,ti..l On- t1ht I-thnfiftir- ,ithin dit t. Si-i , fit ,nd N.t.,.l A,-.d,,nt,fi,,d1 -h M nn . 7NO 0335 S.bp, 3: Sht It, An.k. C .nt� -I, In- 1. b.- tin, ,tht. hr-gh . d.bfli,,,d d,.h.,ge ,hint. [Minn, R, 70901 It- i. ,i, hinh �, 22, 23, T 41 N, R 20, Pnh C.hhty Rnninghn big, Eltin- C ...... P.- --O- 1�9 R-h- .ht P'_ d, . -h I. -ally -dy thi, infill,ttim ty- I, d ... NRing th-gh h, -I F ... d.t - S-t L.- C ... ,,, .1- �dhh, - -d- .f It.. --i-, S-­ ­h, ,tnt- ., filt, .td,a -1- .thnn 48 h-, ., tht. III-, R, 7NOI .-hl,: -bNW -d,, ...pin ...W, O-n -1 I �h,, .-, -W; R,tkd.R ln-- ..k.. lbAn Rnhi- nnust p-id. .1 I-t - ,.V Innini, Unt pit ., infiltninn.- I,- - N.N.h .f hA .uhh,; P-i, On,h V.., I- R.nty; .W. ,in, R.1 P.- -W; Rinin- T-1 I-, P.Ik dhn ph- N, d-n-ni., inhill.b.. Nit- (Minh. A. 7ND] -z ,, nd 111, -.k. -Inn,ti,n ...I, [.Inn . 7 IN . . ­.I.hp �j _ Rindill, ,=,gnp ,p-­n.Rt--1d.vb1i,fh,Id- ... i,d inlit-I, - by 2 .� . -N I- ... , . -I In .nR -.11 - ffi-fill.n.- In, th-n. - M.n-, S-in-, hu-I 1�.n -.n,i,t-ef-­""'p' icd -- id.nbfi,d �� -n-d - I .... ­h, Ihi, RMP, nud-dn, - 23.9. 23,10 And BAl in "= ZVI infilintninn, hhh. Min, ,nil ,nint,i indi- " A ,nnk, p-tth- ,h..Id pi,,ffinn ,� "I, 1,p ...... .. :.pt - p-h- i-ilind Rt n.Nbn,,d inne. 23,�,b; Nit --i-t. in -1 6- ll.-th,, ­ IN,- TH, p,,.,t ­hibit-fill.i.nd 51Rtd=h, ht, it b . Riv., in R.. �nt- ft.. hk. Ith. b, th, ..thhHy -ndth, .f -inn, C.untv UNA - fidd - .... d .tth .b- 8.3 inthi,, pit, In- [Minn. N 7090] _ imitwpi -dinl in - Mis,nhippi Iha-bnt linnd -p-ntim plin hind! RbnarI 14 1981; l-2 ft�.i e�.�,t�.pl.y.pp,.p,i.t,.�,t�,��bng�n�.,e..,ni.u..f�,�(3)(�t.f��p.,�ti.�f,.in h--fly. .�d�il,(.,h..b�d,.�k).ndlh�b.l�..f�.p,.��.di.fil,,.ti..��... I, ,i, in ,.nt,hn=ati..I RWI Si,ghInti: Snnt C .... R-, .Mn. It.g0i; C.n.n h-, h.. n-hinn ,,tv I.- id -. ti,nit. hit -11, t1h Nhh-lip,. b-, N-1 - .1 In -. N.- Ni. .. I Minn A .... ] .,..h _1" in Th. NN,W, AnOin .-, Inn,; ... Ft- ll. h-h 1- 1-t, In, in - - .f 1. l-I R,.,n,,, .n,t -ign . nhindt-hi, .-h, typi,.Ily tiot (8) f-t-nit, fin, th, hfift-nn ,V,I- Nnnn, - P.H, I . in RdW..d C-ty SIt, Aid ifigh-y tS.�d,t.�;Mi�����R�,ft.�U�7q�,.d�, [Minn R. 7.O] ll;Nb�dnn ,Anppi Rime, N.. -nty SUb, Aid High., in S,d.n � .it 1. nnni-,,hn tn, Innn, .1 I-1 Thm p-it ­hbia, p-in.. ft.. .nnhudingnnfilh-n ,,A-, thi-t- -ff ft.. �thkfl, A -II iind inn, FR-, ft.. - hi �7 b,id,e,h On-,, h AId, tn ,ind Ft- ,-- in -, Nthhg ..d nhin-- .-t-luding t-budnin .-fidthit- i,,,- - ,eq.,,td by IN, p-it. dl -, T-t --nnfi-n Minn. A. 705D.0335 III.Ibih Min, inn, "n, hAd, 1. --ie, tt - (Rhnn. A. 7NO] O nndar, -h - - .I.- -d h­,-, N.th-1 1.6, � TH, hnnnt pANIhh ­i- ft.. -trud.­bIl-n ,,,hnnt .bin,, infilft.b.g ---' nhy -O ,i, high 1-1, .1 -Inn-1, 1. -1 ., gn-i- RhInt- -t ,it- -plini' dh MP- .. C-h- Rh Ii-d in Minn N. 70-335, S.b, 1. (Minn. R. 705a N3S, S.b,,. 1) - ...,­ 1. On, T ... t - In- ­- -Rh)n.nbN,- Minn. R. 12-1), I.b,. 2 -1 - ... ,I,nng ,h,,kIh1 n, ,.,d.,, I- - ---1 1. -n. � hi ,u Ill - � I I "", it, nh­- - RMP,, -b-if in.1.1 23 9, 23, 1D Ind! 23. 11. [M... R. 6264-D, S.Op. 21 ..f,l=t , Rninnt., .u. -nin, - --A ., ---t .. Ihi, -PP1, � Od-­ ti, th, T-1 -- NtIN,, ­,wl --) I.,hd in Minn. R. 62154-0, ,.bp. 4 -1 R, ..-Inlin-l- .nd 1=n, MP- -.1rhin-I, --ng th-ht- - - Mn-1 -­- thI BMP, .utlin,dn, ite., 23.9, 23.10, 23. 11 -d 23. 1� [M.nn. R. 62-ND, snb, 4] 5hn_tt, hlinual. (Min n L33 D:,,tha get t. ­-d! -h ., . .- - in USEPA ipp-d TMDL I., -y .f the in'inrn- ).,,,it t-O Thin; ­i p nhibitt ­,nithnn, T.. t-thang infiltnb.n ,y-t in an- ,,,- -il infill, nnnn- " n thit - .-n-p-ti, - BMP, -dined It .hd 23,10 I.p.-d -- .ne -en, .' , RtId -h-d at .- dhn B.-t- pe, - .nl- -y -nd Ank I il- - infilthlb- lith, ,C id-bbind .,,.p.,,.d - -th. 3.3 jd) .' NI IiIn -, .1 fin pINh,.nh bhRi- bt- 8.3-Inh ­ Nnn. [M.n. R, 7NOI :.,­!,� b- bhI.,i-n.c-"), tubndn, -, ditt-d! .-- ., I,..ht bi- (b,h lb. -in -in, ­7 TIN, ­., p-dR, ­rnft- ft.. t-huttingn,bil-n �,,,nhnn .- -th - thnin ON. (3) 'Inint pl.ht Ino-ttrhi,nt -d ­,nk nIt-n-b-I, bih--nt). -, h,d f., t1n, ,nll-nh b,,t .f --IN. d.thn- ft., th,, b.th. .f IN, fidithhh. ,y- b, fl� �-- .f thi, h.-Illy =: in ON, - - ,.hj- I th,­. - MP. .11 Nt -i-InO, ,h-­ .. I. t-1-th. " ,,,t,d -I, in N, hip .f I-!, Minn, R. 71nit] .-,.. [Mnnn. lk. .1.] M 1. - ,n- phin- " e,',,,,,,-,,.. .�1.1t,��.��y,w.,..�,�.�.fp,�d....,�ly ­R -,, - .dditi..l BMP, in thit Set- hInAht -b,eqn-nnent, ,N-e I. this ­- ,W., 2�.Il Hyd'.1-91 t '.i' _L`p ,;'�'D .Ili ("Ityl ,.inn. R. 70901 thnnnih 23.14 hilk. phnid- , [Minn. R. 7NG] 16 19 Thim ­nnit p,.h,b,b ­rnt- hinn -uhnng,nfiltnthn ty-nh .,thin . O,inkmg "'VI=d L- �it nnithh, .un i-di-I ,�t�.�t.bil�.ti.n.l��.,�d�.il.,�.�,.,d�,�,���d,nil�...�,.�d M-g-At A �, dt, i-d in Minn. R. 472a.51N, t.bp, 13, if th. n,thin. .it _ -plin. ,Nb,l,,.,,.n -hin ... Q) -nda, dOnh .R., th. t-thuth- iitb�,tynn tint p.fti.n .f R:�M'A) .=� .' in , -­ -(ENAj.nh.n-- ... - A, -ng IN& A, ­ high In, nh, h­nnh � pi,--ndy I-, (Minn. N, 7NO] -1-Itnin, ., -il=Nh=�1, llp-nt .f H. ffi; ., =.- pn- , � -nn­ --nt b-h ., & .... IltdinS.1-l4N, .. . - .g -n P,nn d , h , I, � K - t. ...in . �' in.-Ii, -1-niny -1- � ri,t-ld NHd R-11. ,., ,�,,�-.n.,�.�,�fi.�(�).,-,,�,,,d,,,.,b�d�t-��..[...I, R -O] pt,kn. " it ... pp,.��d.h.gh�,l�l.f�.gi.�,i.g,�i,�,.M��t�p,�,d,�N�d,.�,ng - Rnnitt et -1-1- .. .ndimn- buffe, - .f - th, th- IN In.- fe,t inn. a -II -te, , rit-en �y,- ,nd in p­nt ,&- .p.- 1. ti-n-,; h, h.t ind.d.ng tilb-nih) .nd .- nhintbhn thim b.- - it .11 tinnit, b.th d.,fint, t.n,t,.tti.n and ., , nutdik .f an ERA .thin . - tl ... ifitd ., hin,ft III& ., -, No -Ih-bfln,. .hlih, . ­, �.ntf.t.,.p.�t�.n�,.�t,.%�.�pt.�,....�,�..,ng.,.t�,�.�,.��.�t.����.q n-n-d MSd Phnnn- ,d.-d ., .pp-d ,, night, l�d .f -gin-nng -I-uffb, - I. - a N-b-ing -thhht ,�bnn, - I. ,ne- -hi, I—- h, I -pl- th, pn,n:t. P,nnn- - lily -uhninnt t1h, .h.nhthi- .nd hitinnt III b- ,ih-ch-In --­ in - -PP ,ind-IiIh, -an. -im- Thn rhnnt .11.� ni,pl-h-t p ­-- � - hig- - :d ­--ng -- in - Min-t. St--- NU ... I N, .- inf.h.-n. =., ­-, ,.,Ui,. -Nn - N., Rnhh- in- hnnnnn,, .11 �,,-1 - qn.bn� (Mi- R, IN.] and nAIN,, e ...... -.1nnip-f-, ��,�,�..b,l�.��.f.�d.li.��l.,,�d.�d�.t - Thi­ �lp,�h,l,�,,.il��,�.�,.�t,��t,ngi�1,11,...,�t�.�,�.,.s.ilhinl,�Of.t BMP, -d .- d-nn- IN, in th. S�;PP N, On, p­M [Minn R. 7090] upg-id ., IN - -g-nlnt .f -i, ­0 bhNn.. ill., lk� 7NO) _ hn, it -gh - p, in ... in ,nnin-, h-nn- ­1- ,h IN, d--, I- - ,,.,,, ,,, ll R= t,Il Thn, � - p.h.b., ­-- ft.. - ...... ngnfilt .,.A ,�Wnhn, I- - n,tin- nu- - nhhhh- nnynthh-h On, -p-t.n. .f ft- ,Ahnnnn, ,-Nng ft.. th, .h. (1) .nd - (2) ­ - 0,,, 1.11-mg.nd-ni NhOnil, .1 ii.thnn,"I'-filln . --nn, .h- IN, bl'OES --- Ihh, P-phin.. I-h Th ,nnit-, .11 hibutti- .f -gh-if - -Iinh I-d -hin - - th.R, ,int, -p ,­Iing .nd ­h, ,tythng -b-, C-idt " N`N"T�l ��ft'�'�t,":�.,.'g.�..�hild','�,�I '",b."it'" it -, ,,A.. (-I) -- Pthn- ..,t,-,p ... 1. In. in -, .( Ili, NtI..i.g h - Nain, ., .I, h-p-ti.. Wbtb,� Ithhh, -dht -di, of ­ in "' "'"" dn"ng ittlAti- INInhh, N. 709D] ., P-db, -inwan, .11ho.. n, .1- -nn, --- p-1- - dl� ... 6--in - ..it I� �' 11.1 11-h -'""S' '.In.. R INIO t. __ hh.ff, Infid Inn ­nnh, mu,t ,-Nnt, .11 -nm- h-d I IN, ­wrn with.. 24 h.u,,. 27.2 Hlft.ti.n tiphnnh nhl-, but - hit 1,.ittd I: .nd bit- .Rh .ndt,d,.in,, In.fillinnn, -an, ..I,� , -. -w-, fill.l.- ., --dn, S-1- 17 F.1-1- 1,1- m- ii-R, .11 thing .ld.,d,.ins vvid, i.pinin-li, - din- ..it --gh-d nind hilth. If pen-thih utificti, a ..-ah, .... Itil 1. thi, ,.. .thn, . h.h. NnInn. '�'. ' I. mi-th. .,��-nt,�,..�,t,�.t.�nt,.qu,,�.��.fth,�p�,.,Llh�,..I t. Minit"in, IN, di.hngi, ft.. :.nnttb,dRrp- .... -th,,, by d&INnging in ­Inted nth, nn gni. Ininply -thd- 17,�,,,!Ntiugh 11.11 (Minn. R 7NO1 -.li,­ndthh.ghtIN,.d,:.f.tht, --t-l-thh. 1- Rnnih_ .." ."ih thin, hitd.� ..hI -,-Intl .hit hily ihinni, - --lb.b., ik�ihgi, dLlf­dh.gh-d,th- ,gn..�t,�lud�.�app.p,,.t��..bi�.b.�.f.�.�u,e��.�.��d.n, .... nl ... vfi�y ,n,,nn& nRAn., -t... ,-- ..it -dnn- t-I, (�,g, ,b� ...... -hh) 1. -,n ­-Itt! - I� d.dhRth ., t.ht-ld! -dand -thtnt ttft dht In- -p-tun, ii-ta- - --tin .hd -1f -pl-1, .-, b.. li,i, fibb.bn . ..... [M- il� -.1 ­d .ht b, dt,,gntd ,n, a ,by p.nd .hit ih-d d- d..n,h 2,1 hount o, It- IT4 Rnhth- - &.On filb.b.h ­11m, In -- ,n I ... t SO ,-nl .f TSS. [M.., R 70,03 ,,� - --th dIt -nnih, Any in-h- th, ti-p-Nn, .f - t ... t OnInh. jMi.n. N. 7OW] 17� R-11- I- - . p-t-nt - _h in . ==, ,hip, - I ttdi.,n.l,.n b.,in, 23 13 Rnm.- mht ... d- -nni, �,b,nhpi,lb. I - ­ Ill- (3) d­ A, d-nil-nninn ­2 ., - -- ­1hy int,,t, f.,.b.y ., hydindy.- ith, h,ult.bk .1hit, fl-ting hittimitt, and Nw ,­,, 1- d.,-ge h, p,.h -- IM..., R 7090] Ii� .nd gh- N.. --fi, ft, - .a.... -nd p-h-ble, -, nn.N -t- thi, 11-thn, ­lR 9 disciNngtt I pnhibih,d -nn, Innnot p-dk, ,Il- ntd-m ,Ntl t. .he (1) inth h- - htt IVInn". [M,n.. A. 709D) ihn- nf innp-.-fint, in, n,qnhd1 indin. 15.4 iind B.5, ­i- - 1-1, . ­nhhtnt 17.6 ",ndt- .ht dl,hig. fillem, �b,nh I. - � -- d-In, .I.m. j,.I,.Nh,d1 ., - in,linthi-t ,hnnn- ...- n,tlen, .­ 1.1 �nfl -.1- - --ein, .f TIS ., p-p-h, . t. ..I ,e).f.hel)-h.f .... O, in - l�:h .. - - --, .f -nn-h, 1-1d by ..- t,-.--...l.m--1hhn-- .��.�.,,..����,�.,�d�y.�p,.,�.,IM..�.�,l�10] phihd,ned .ann. P-dt- .- n,ep - pl-n the - PP N, th, ,,­t, f Minn, A. 701n) 24.11, It. -1, 17.7 --thnn, .- -gh IN, fillatimn I,ite. I. ,h-ge all it-int, Ondinfin, ,tnTn.h,n-h,t T nfm_1 tll,L",�.= 4 i I _ M_ _ - .hnnib�id.l phnift -b! nhh, .pp,.p,,.Ily nig.bb, - t.ntt,.d,.n .f t1h .-, ­hty �.I.nh) ,..ttd I. tl� ny,t- th-gh dn, upp-ht -I ,.Nti, ., eng-nd! - ��t.ty,l�MPCA.�,�q.,,��n,.d,.d..Ip�, ,t��.ntin.�ffi��.��.�t,.n.�i�,ly.���,.g��n&, ,,d. ,.�,��lh.�48h.u�.Add,ti�nal�,ffiatffi�,��.,.�.tfit�,.ithi.��.,�..,tbypa�s 1h,,=.,,,1.,,,Hn,-in n�ll�,lun�llh�MP�...�,��i.d.�id..I�,.i,,[M.�.R.7�1.0210,S.bp 6] - ,y- ., di-- th-gh in -,­ -R.. [Minn. R 7NO] 24 � " On, , m- 11,, I-, .nd -infin., .f - l-Il -Inn, .. - ­ ­.- .. 178 R�h,.iit,�� -',t- . tI, hi-b- �1. b, P-di, . hnInt in ,-Ily -,f, th. ­- h th-gnig - :' nik,idinl P-i- -nd- ­n, Minn. , 71NIA21a -bp, G� [M.- R. 7-021., III- N h kh- �,�ll,,.�d.a�.�.�43h..�.[M�.�,R.7�D] 24A A�y.�--d I,- , nhy Inthl th� M- t. hq.ih, an indim-I N PDES/- ,hnnit'n"b' __ I- 179 Rnlithhh hitht t.pi.y .pph,p-1, -il, th,,tin,, t. ,hnn, . hni... df Onee (3) I- .1 -Aim. - hdO CFR 122.28(b)(3) 140 CIA 122,2O(b)(3)) I,-. - --ally ,atu,.ttd tin, (� ft.. --) ind the thh.n. .f ON, ­p-d OR-- V1 5 P.-t--t-k �,SWPPP,,��1.6���ll.�,��.�,�,�,, .nh,n.--.,dhb.hn.­-,1, �Vt- (M.nh. A, 70901 -d .dh,,nnb,nnAt.n ­,-d by IN, ,nint, -1.1di, In W-1, -1, .nd I -I .b-I, -dn. ,N.. P) - Rnmin- -t inh.n. Nht flitnt- i�-s - - dhn thn. (3) bht .f h,pa-- b-in th,,t ­n mq.,ht N, t1h, J ... ti.n .t thi, p-it and N, ON- (3) ­, bill.nng - - [.in., 11,70.) -h-11, --d! itht, ., Rn. Otd,.tk - c-b-d! .ith .n irn­-bl� 1- [Minn. H 70901 24.6 -d- Rhy - aidlin in O-N, thi, pinnnt t-pt - th, InI .ct- 1. ac-RI, �tfi - -L Thi, � -the, .n,t d-On . -.1h.- -, ,yp..II,, �,gh, (8) I- -, N, - fill.h.. ,-.. ,pplit,ildi-q-thInt, :fnt. �3 .nd 3 a [Minn. R. 7D9D) [hhnn. N. 7.9.] 19.1 -t --hithn Inhim. [Min.. R. 70901 14.7 _-­ Inn, ,-n -1 . -litnthd . hb- thi, -.I.-, To. -it on, tinn- ­lOth ., -nrphn- -h- t-, .nd t.-A, p,..&d ht,nn, H.thing I. thit At -it nhst � conin-d I- R-h-s uting � .et -enh' Nh.n ln - - ­r-hent ,I nm-, 1-nne.t n,qu-m- .' th" pil- .Uht,n­Rb, Z in in- - th ... gh 18.10. [Nihnn. R, 7NOI I p-Ndt, lb-I.I.I... .f ­ 1,R.1 -nn ., ndi- On, ,hnih- R.. ., h­hnibld., Ii.lbiln., .' p-lit., to .Nch - ptnnnin- b/ni, ., hiny th, -j- t. -, -In 311 id - Chh. - Att _ . IL3 Pin-t- -1, -gh - IhAin I. h!"'AM"'.- .' -Nnh, .f 1,- t.bic fi,i,l, .f -,­ bit � IN, and Minn. It. -t. 115 .nd 116, ih inne-d Phnni- th, Int InW N, ­nnit n,quinthent, N, ..4,1 np,, hn, i,ach .th, That dninh I. dh II-, - b.dn'� pth-nn -. nnnt rtach . nnn- -�ni�t ..uhhng .n - ,,t-ht .f . - - tN, p'nht Nh - l-k-d I. tht-, ­Vy in, IN . '�pt,'-1 .,Il�.�(3)�.t�.d..,t��n.�p,hg,��,,,th..10f��t.P�,.itt��,..�,.�g.,. b. in 1. nnninn, -, in ,-innhim .f �.Ihhb. [Mnh. N. 7090] ,­-d'inn- 3. 7 - ptn-let - tub.iMd thi, NOT . ,­-dn, Se-h 4 INN.. R, 70901 � Thi, In, .f dinhi ;nnit - --bli,. If .f th. �nhit � In. .ppli,.ti.h .f an, lRd "'hin- hnh, .­ - - 1. ninn. - -­, ., � .- ,II.t, �.Nnhi, (.1t.-d! �, Ii, p,.- ­ phtwsimn phAim- -W, p-it b, .ny ti-ta- is bRIN InAdid, th. .pplic.l.. .f -h p, �ituin b, .dhr int .,) .f - (1) iR,h .f,.h.ff, ., - (1) in�h hn-, - -I.- .1 -,-, bit -if ...... Incih, .Ad IN, --din, .f th. ­.ft .ht - In, -Rd t-by. [Minn R 7NG] b, =-I.Ih _' th. the ft.. in, - Inc.- hnn,-inn, ,.ff .... t ... 1,d by th� ­- [Al-R, 7NO] 2- Tih,h, ,tl�..,t�..ply..�th�p,..,..�.fM,n..R 7Nl.-G,i,bp.3andMnn.R.7lXl.lNO, 18 � Rn-tt-= &­ hinin -1- ,. Th, ..- qu.1,W .1unn, dh,INngt, M .. .- iNin 5.66 ,�bh ,nbp. IlA), l(N), 11C), l(H), Ill), I()), ldIq, .hit lit). tM,.. R. 7NO1 f-t Pit, d (ti,) h, .ch, .1 -hic. ith. .f tih b ... n, [Minn, R, 70901 - - p-ith-, ... .11 . ...... ,A p,....d I. din - -.41(,) -d Minn III :tl. - . Th, MG Pit--, nnht ­Rn b.tih -lin, I. p-nd iihn-w-nng .nd ft di.h.,,A .f lihning -im. thinn ,thhin- nnAt .It.. I, .... nhb.,, :f - - in .ny in -be,, -pl.­ tg- 1-0, - -1- m- b. .n­ di.i,Id.n. [Minn, R. -01 -h-d by ft, .p., p-t-thin, .f-d-thl, I. ,nnn, ­n .ny p­TY, p.bink ., ,hiwnt, N, thi, a�7 R-�,,.,,= -tin - I.n -nd- . ,hint-d -ng..;V -n- t. .-hr-ti, -nn _ in ,,toflih lb-'� hyd..I.c -ign. [M.n., R. 7D9 pu­ .f .-Iming inN,..tI.n I, ,-- .fn-d� ., c.nd.chng nu- ., I n-ti,ijiti.h. f4. " ' 188 Rnnih_ _ �iRh � in,nnh.- -, typlIlly..ght (8) -t .id, to, N. lb-.. [Mi- R. 7ND] _ .411. - R, :�','.,,,h,,, . .... R. 7.9. - -, -.- - hb,,- ,p-li, -b- of thm thnn't, 1!9 P.,..t���..�l�.,�b.,,�..,.&.f,..�, .W����.�y�.��,,.�,,u,,�d.n...�3��. "Stin-ti,, -Ihngi, -,in Rin,--ndn' t.-­h, t. -ti- 5, 6 .nd T,1 th-gh 2l; Rh,i �,,�u,,&.�b��,��t���.,dd,�,.,�gw.t�,ho..�.&.�l�,�,.p�,11.1h�.�b�.d _ .nrph- .th - ,­-- .f Sihnni, 22. IM,n.. R� 70901 -h-ti- Atb�ity R­iR.- --­6 to -hinh 7 th-gh 13, .nd 'Ap,hndi. A� --­& W -- 22 .nd 23. [hb.. R. 709D] �.- pin-l- - -.-I I....,,.e.bl�l�n-fi�..d�ilhi�.�.��R . . .... h. [.,-. N 70.1 =d,.= T_ , 7 thill.h., . th"N" �A�11�2;;'R�11111 � - 11n, .n- - quInV � . � ,eU,htd In, ... ... - t.h - I, -it. -III -:d,-d'd,,.,-. --nUt-thinntp, b d- - � n).tzl I =,.111=1-11 (:'d.nd, I,- .,,.gi..l bihin, -1, th, hill :tb.-d ,d .,, . In,tim 22 I, ,,,inhi ,-. -Nhh, to .11 ­nin-nn, bn . - I.di.nt.ti.n bihil n, d.c,ib.d in ithnnt - tI,,,­h 18, 10 - .- ,,, .ng, -gh to .tc..nt to, Oh, -nn, int. I- dMin, � th, ni,g-I thh'n. I,,= =-I, It 1, ,,, -.1 Intim -11 d.-,gA .1 AA I- thin, 5,66 th ­ .- .f tin- tnt .nd in- pn- . - il-gi, -nn, .f - in,h ti- Al I-— ..... I. ,,� d-h.ng t. th. Inhin. Rnh n' `h­.ndVd­db.b,­-,, N,pAj.-.d-i,g,.-I b in. - -h., m- .='t`ifi .ut�,�,.ti.nho.t�.p�l,.bl��U.,p,i�.��.,.�t�t.ni 11 ig-.1 Itn. [M- R 7N.] . 1 SZ=�, i'., , n. . ..] Lo 2 R�.itb, ..�tke�pt�SWPPP,.�ud,�g�ll�h.�g,,�,t,.ndi�,p-.n,�nd...�,n��,�,�.,d,.t N� . :, -in, ,it, [M.nn. R. 77,m,t' .Anng-, by­--th, h,,, ­--I-ol ofl�t p-o-fth, 21.1 L-W=nn. R. 70OI = - -i-- Ma ,l , Rnn, t I, s2 � " "ll-ing ndb�idtnflk h-,, tninni, ind th-.nttnt .nd -nnt .f Ili, ft-r% it I-inn-h - thi, indwithl't j.b dn- .nd -pnhibil- -1h ,.gind I. -i- .Ap-iL ,.--nd. tl�SWPPP N, - ­j- I� d i"d,:!: =,,,., b :hdhhl� nO pl�.,�t...�f,,,�i,i�g�nd/.,�m,.d.�I S-PP .ndn,dh-du�h ptd.,.,ng ­t-n, ., III ,-I, - .f1h,-.d,n1..b nn-1 . -.1.14, f .... .... h, ­tInn �Rhnn 72 h- u,ni I, On, .P- p � w 0 = LIJ E- ..:4 .4 C4 " 14 0 C).'q 0 -it: E 0. ;'t 1- C42:x E- 0 0 0 �4 Lj U) '. U 0 �w � � a: E-' -'< W:e !� 0 0 XO U) 9 ��$ �i z W I--4 '<' C;e �� x I = < '4I < 4 - W 0 U m pq X �% z n P-4 `1 C:8 , P-4 ") ca z � P4 2 �4 C/2 0 " = M w P4 / / j6G� \ p \ S0 \ \\ T4%o / SAID TW-7eo.0 Bw-ns.0 i PRORO 6�D4 0 TW-782.0 - BW-775.0 \ ��- TW-782.0 BW-775.0 \ TW-780.0 BW-775.0 Bow-nio \ \ TW-76ZO OW-75ZD TW-756.0 BW-752.0 TW-752 0 BW-752.0 � Ava '�+a• PRpPpSVD 9,Pr. 15 i w 15 vvv EX v / N Know what's below. Call 8H before you dig. SCALE IN FEET 0 50 100 15D 1 inch = 50 feet LEGEND II EXISTING WATERMAIN QS EXISTING SANITARY SEWER EXISTING STORM SEWER oHa �oaP EXISTING OVERHEAD POWER LINE E EXISTING LIGHT POLE ❑T EXISTING TELEPHONE PEDESTAL ® EXISTING TV PEDESTAL --______________________________ EXISTING CURB & GUTTER EXISTING FENCE EXISTING RETAINING WALL EXISTING CONTOUR EXISTING WETLAND 0 EXISTING TREEUNE/TREES EXISTING ASPHALT EXISTING CONCRETE EXISTING GRAVEL PROPOSED STORM SEWER PROPOSED CURB & GUTTER 1002 PROPOSED CONTOUR - SOIL BORING LOCATION EMERGENCY OVERFLOW 98 .5 PROPOSED CONCRETE SIDEWALK PROPOSED SEDIMENT BASIN PROPOSED FILTRATION BASIN PROPOSED RETAINING WALL STANDARD GRADING NOTES: 1. SPECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 651 454 0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1-800-252-1166). 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. 5. ALL LOT AND EASEMENT DIMENSIONS ARE SUBJECT TO FINAL PLAT. 6. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE OFF -SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS WITHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL BE DESIGNATED BY THE ENGINEER. 7. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT CERTIFICATION OF ALL CONTROLLED FILLS CAN BE FURNISHED TO THE OWNER DURING AND UPON COMPLETION OF THE PROJECT. A T AT T COMPACTION WITHIN THE STREETS TRAVEL WAYS OR PARKING LOTS. WITHIN B. DENSITY TESTS SHALL BET KEN 0 EL WA E HE THE UPPER 3 FEET OF STREET, TRAVEL WAYS OR PARKING LOT SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT AND THAT COMPACTION TO A MINIMUM OF 100% OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF THE STREETS, TRAVEL WAYS OR PARKING LOTS, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY BE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE WITHIN 0.1'i. 9. LOT GRADING AND/OR THE PREPARATION OF BUILDING PADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE GRADING TOLERANCE SHALL BE 0.30'f. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET 79G "LAND DEVELOPMENT WITH CONTROLLED EARTHWORK", PROVIDING FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED BY THE GEO-TECHNICAL ENGINEER. 10. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED WHERE FILL THICKNESS EXCEEDS 10' BELOW WALL FOUNDATION ELEVATIONS, A HIGHER MINIMUM OF 98% SHALL BE ATTAINED 11. BUILDING PADS SHOWN ON EACH LOT ARE TYPICAL ONLY. THE DEPTH OF THE PAD FROM FRONT TO BACK SHALL BE GRADED THROUGHOUT THE FULL WIDTH OF THE LOT OR AS NECESSARY TO ALLOW FOR CONSTRUCTION OF A BUILDING AT THE MINIMUM SIDE YARD SETBACKS. (REFER TO THE PLANS FOR SPECIFIC SETBACK DISTANCES.) IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WTHIN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE RESPSONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS. 12. THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE IDA' FOR STREETS AND t0.30' FOR LANDSCAPED/OPEN AREAS. 13. TOPSOIL SHALL BE RE -SPREAD AT A MINIMUM DEPTH OF 6" ON ALL DISTURBED AREAS TO BE VEGETATED. SPECIFIC GRADING NOTES: 1. THE EXISTING TOPOGRAPHY ON THE PLANS WERE PROVIDED BY JAMES R. HILL ON 12 08, 2021. THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN IS EQUAL TO f ONE HALF THE CONTOUR INTERVAL CS N O n L LJ u� i \ °Q ■ Ld �w wo C� 1:2 w WC` o N � m UJ chi Z 3 cc Z 3 1111111111113 J a o LL N d / � I 1 / I / / i I / i / 7— CB-106 RE 53.20 INV 12' 749.70 (S) D \ RE 742-50 \ \ O NV 12- 73�� 8.50 (N) RE741D0 INV 12- 738.50 (S) INV 15' 737.00 WATER \ \o \ \ IX WELL (TYP 9p11 VM'i L WATER \\ \ \ SERVICE TO B REMOVE Ngµ bWt OJ/0 SERVICE � D. �iiaeo TYP) 8k 04E23\ \\ ` \\ / �1°"z�• HDv� INV 21' iss72 (W) FROE�EJ INV 12' 736.89 (N) \ \ 02 RE 741. S 2�A \ O RE 741.00 INV 21' 734.62 (E) / \ \ \ 1 =o INV 24- 727.85 (SW) a5i gLD 423B* CLEAN - 2-111 'PERFORATID •, FES-1- / DRAIN TILE _ INV 24' 727.50 PRaPp511 52.5950 \ \ .'• a, � � INV 1B' 725.50 i i 7 _ OSC-201 RE 731.40 - - - P�Q INV 18' 724.20 (N) - - - -_ - - j / S•� pj INV 18- 724.20 (SE)' `( O P� 6 _ � ✓ \ \ INV 18' 723.95 ..� \ NO1-PERFORATED DRAIN TILE LEGEND II EXISTING WATERMAIN Q EXISTING SANITARY SEWER >—<------ &<------ EXISTING STORM SEWER __________________________________= EXISTING CURB & GUTTER - - — - — - — — - EXISTING WETLAND EDGE EXISTING SOIL BORING LOCATION 0 EXISTING TREELINE/TREES EXISTING ASPHALT EXISTING CONCRETE EXISTING GRAVEL EXISTING WETLAND I —I PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED SANITARY SERVICE -----------------0 PROPOSED WATER SERVICE e'}►—<-�G—� PROPOSED STORM SEWER —«--t«--- PROPOSED DRAINTILE -« «--«--«--«-�«--«--«--«--«-- PROPOSED PERFORATED DRAINTILE PROPOSED CURB & GUTTER PROPOSED RETAINING WALL PROPOSED CONCRETE PROPOSED ASPHALT SURFACE PROPOSED SEDIMENT BASIN PROPOSED FILTRATION BASIN GENERAL UTILITY CONSTRUCTION NOTES: 1. SPECIFICATIONS: THE WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF CHANHASSEN GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION. 2. EXISTING FACILITIES: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF ALL EXISTING UTILITIES BEFORE STARTING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO SANITARY AND STORM SEWER, WATERMAIN, NATURAL GAS, ELECTRIC, TELEPHONE AND CABLE TELEVISION SERVICES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BETWEEN THE EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER IN COOPERATION WITH THE UTILITY COMPANIES, SHALL DETERMINE THE NECESSITY FOR ANY RELOCATION OF THESE FACILITIES. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES SO THAT THEY WILL CONTINUE TO FUNCTION IN THEIR PROPER MANNER BOTH DURING CONSTRUCTION AND IN THE FUTURE. ANY SUPPORTING STRUCTURE THAT MAY BE REQUIRED BECAUSE OF THE CONTRACTOR'S OPERATION SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES EXISTING PRIOR TO THE CONTRACTOR'S EXCAVATION. ONCE EXCAVATION HAS COMMENCED, IT WILL BE ASSUMED THAT ALL DAMAGE TO UNDERGROUND UTILITIES HAS BEEN CAUSED BY THE CONTRACTOR'S OPERATIONS AND IT WILL BE HIS RESPONSIBILITY TO MAKE THE NECESSARY REPAIRS. 3. CONTRACTOR RFSPONSIBIL (TIES: THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR RECEIVING WATER FROM PUBLIC OR PRIVATE SOURCES AND SECURE NECESSARY PERMITS AND PAY REGULAR CHARGES. ALL CITY WATER SHALL BE METERED. DISPOSAL OF ANY WASTEWATER OR ANY TEST WATER INTO THE CITY SANITARY SEWER SYSTEM IS SUBJECT TO CITY CHARGE. CONTRACTORS ARE NOT TO OPERATE GATE VALVES OR HYDRANTS ON CITY WATER SUPPLY. THE CITY ENGINEER AND THE ENGINEER SHALL BE NOTIFIED 4B HOURS PRIOR TO COMMENCING WORK. CONTRACTORS SHALL BE SUBJECT TO SHUT DOWN IF PROPER NOTIFICATION IS NOT GIVEN TO THE ENGINEER. CITY STREETS THAT ARE UTILIZED FOR INGRESS TO OR EGRESS FROM THE CONSTRUCTION SITE SHALL BE KEPT FREE OF DIRT AND OTHER DEBRIS RESULTING FROM SAID CONSTRUCTION. COST FOR THIS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ADEQUATE STORM DRAINAGE PROTECTION OF THE SITE IN ORDER TO PREVENT EROSION AND SILTING OF ON -SITE AND OFF -SITE AREAS. THIS SHALL BE ACCOMPLISHED BY PLACEMENT OF HAY BALES OR FILTER FABRIC FENCE AROUND THE DRAINAGE INLETS AND OUTLETS AND BY CONSTRUCTION OF DITCHES, BERMS, DEBRIS BASINS, FILTER FABRIC FENCING AND BY ANY OTHER ON -SITE PROTECTION AS DETERMINED BY THE ENGINEER. UNLESS SPECIFICALLY CALLED OUT AS A BID ITEM ON THE BID FORM, ANY TEMPORARY DITCHING, CULVERTS, HAY BALES, AND FILTER FABRIC FENCE NECESSARY TO ACCOMPLISH THIS SHALL BE AT THE CONTRACTOR'S EXPENSE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND LEAVE UNDISTURBED THOSE MARKERS OR MONUMENTS SET FOR THE SUBDIVISION OF LAND. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE 'GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D. CALL 811 OR SUBMIT A TICKET AT g°ph.,.t°te .c°II.°rg AT LEAST 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. 2. COMPACTION: DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES WITHIN THE STREET CROSS SECTION AND THE PAD AREAS TO EVALUATE THE COMPACTION ACHIEVED DURING UTILITY CONSTRUCTION. WITHIN THE UPPER 3 FEET OF STREET SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100% OF STANDARD PROCTOR DENSITY (AASHTO T-99) BE PROVIDED. WITHIN UTILITY TRENCHES IN OPEN SPACE AREAS (PAD AREAS) AND AREAS BELOW THE UPPER 3 FEET OF STREET SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY BE PROVIDED. THE SURFACE OF ALL UTILITY TRENCHES SHALL BE FINISHED GRADED TO THE ELEVATIONS AS STAKED BY THE ENGINEER TO WITHIN A TOLERANCE OF 30.3' IN OPEN SPACE AREAS AND 3 0.1' WITHIN STREET RIGHT OF WAYS. THE DENSITY WILL BE TESTED BY AN APPROVED TESTING LABORATORY. AN APPROVED TESTING METHOD WHICH UTILIZES A NUCLEAR DENSITY METER MAY BE USED FOR THE DENSITY TESTS. THE LOCATION OF THE TESTS WILL BE AT THE DIRECTION OF THE ENGINEER. THE OWNER SHALL BEAR ALL COSTS OF THE TESTING. FAILURE TO MEET THE COMPACTION REQUIREMENTS OUTLINED IN THIS SECTION SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. ALL COSTS FOR ANY RE -TESTING ASSOCIATED WITH ANY CORRECTIVE WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 3. ALL PVC WATERMAIN TO BE INSTALLED WITH 8.5' MINIMUM COVER. ALL DIP WATERMAIN TO BE INSTALLED WITH 7.5' MINIMUM COVER. •. 4. ALL 8' WATERMAIN TO BE CONSTRUCTED OF CLASS C900 PVC W/ TRACER WIRE. N 5. SANITARY SEWER PIPE TYPE & CLASS AS FOLLOWS: 0' - 18' DEEP = PVC SDR 35 b. 18' - 28' DEEP = PVC SDR 26 2B - 32' DEEP = PVC SDR 18, AWWA C900 d. 32 + DEEP = POLYBOND UNED DIP, ASTM A745 SCALE IN FEET 0 50 100 150 1 inch = 50 feet C N O M � m � m a; ■ � �W o Z C.0 � Z y � U W o / \ a N � m E LLI /� Z c V 3 Z t:l z � N d General Notes: 1. Landscape contractor to provide a new irrigation layout plan for the properly. 2. See Civil Engineer's plans for grading layout and requirements 3. Contractor to coordinate any work in the right-of-way with City of Chanhassen Public Works - Department. 4. Sod all disturbed areas except plant beds and areas noted to receive rock mulch. 5. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction,including right-of-way boulevards, unless specified otherwise. 6. Trim existing trees to remain that have branches over -hanging the work zone. Engage a certified arborist to perform tree trimming. 7. Coordinate irrigation connection in the building with the General Contractor and Mechanical Contractor for the project. Coordinate irrigation sleeving with earthwork and paving contractors. 8. See Sheet C7.1 for Plant Legend and Planting Details & Notes. 9. Landscape contractor is responsible for verification of soils and graded condition prior to mobilization SEED TO PROP. LINE and shall notify the General Contractor if earthwork is not acceptable. Landscape contractor Is responsible for fine grading, or grade to within 1" of final set elevation. NATIVE SEED AREA vi 12 \ NATIVE SEED TO EASEMENT LINE \ -' SOD \\ UNDISTURBED AREA \\� \ \\ \ PROPOSED BUILDING \ 18" ROCK MAINTENANCE \ STRIP, CONTINUOUS. \ \`SOD co \ UNDISTURBED AREA \ \ SOD------- - - - - - ` — -- SOD ar \ I \\ STORM BASIN & SEEDING 77 PER CIVIL PLANS i \ I V PROPOSED BUILDING C \ \ 10 \ LARGE SHRUB GROUPINGS \ _ �a �1TATIVE SEED AREA \ RETAINING WALL PER LANDSCAPE NOTE 36, ENGINEERING BY OTHERS. ELEVATIONS PER CIVIL PLANS. NATIVE SEED AREA , \\ \ SEEDISOD LINE 18" ROCK MAINTENANCE STRIP, CONTINUOUS. y ' SOL) 4 r \ \. • RETAINING WALL PER LANDSCAPE SOD NOTE 36. ENGINEERING BY OTHERS. ELEVATIONS PER CIVIL PLANS. PROPOSED BUILDING SOD. Br \ PAVING PER \ \ \TURF SOD TO PROP. LINE CIVIL PLANS PROPOSED BUILDING 2 SOD�` = \\ SOD ' 18" ROCK MAINTENANCE \ \ STRIP, CONTINUOUS. \ \ 1 URF SOD TO PROP. LINE 18" ROCK MAINTENANCE STRIP. CONTINUOUS. 1� �P0140) ,,;�k cb 0 40, 80' 71..� N SCALE: I" = 40'-0" NORTH Citv LandscaDe Requirements - Commercial Development: 1. Existing Tree Canopy Coverage: 0 2. Required Tree Canopy Coverage: 10 3. Total Open Space Area: 157,284sf 4. Tree Canopy Coverage Required: 15,728sf (1) Overstory Tree = 1,089sf 5. Overstory Trees Required: 15 6. Overstory Trees provided: 15 LandscaDe Svmbols Leaend: Proposed Turf Sod 0 Dry Prairie Seed Area - Mix Per Sheet 7.1 O Pond Seeding Per Civil Plans - — — — — - Proposed Landscape Edger 0 belay. Calleemre dii; LANDSCAPE PLAN: See Sheet C7.1 for Planting Schedule and Details. I�� pu w/1 Tav swL. of T�[nooT wtwrm ovERTxF orwvlxq cols. xsawsloxir pw�1PRFrFRaFnI EQ.EReEYowE.1 or uuiiM I)PERT nrm+sraxEsµgeuRw uimcnwvrtioieEe oaxu n� E I wxF7TIER Erwrpva mrap wemir_ FN'iATrsisp�ien"c �u >ueEww NE ELR "O J ROENFpwLraxgrcoMvoIEINOTasoElpR PREssuRE so THAT RoorBF, pcLSNOTRRT F 77 D DECIDUOUS TREE PLANTING - SECTION C X DEPTH -TIRING -1 Tyr ' `,'�c• /O\��/O���i��pi i . 0 OR aOW1 iWCE BALL DIN£1ER core FILTER FAwgc. covER 3 D CONIFEROUS TREE PLANTING - SECTION 11E 1B-IMIN.) SEE ILRNS ACF OF WALL OR BACKOF CURS. C DEPTH. }} DIA CRVBHED LIMESTONE OCK MULLlI, BUFF COLOR �IBRITARSSK]NAL BLACK STEEL EDGER RH STAKES EVERY I8-i14I. RYERSON OR EQUAL. NME0 GR40E ------- ]OZ. FILTER FABRIL.TURNUP AT EDGES OVERLAP BFAMs a'. l SUBGRAOE i0 DRAIN AWAY FROM BUILDMG WPLLs 8 LUNBs. NOTES: SEE PLAN FOR CROSS SLOPE DIRECTION. MAINTENANCE STRIP MAY VARY, SEE PLAN. r41ROCK MULCH DETAIL ILANDSCAPE DETAILS, NOTES, AND SCHEDULES: Landscape Notes: 1. Tree saucer mulch to be four inches (4") depth natural single -shred hardwood mulch for trees outside of a plant bed. Install per tree planting detail. 2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed utilities & erosion control. 3. All plant material shall comply with the latest edition of the American Standard for Nursery Stock, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. 4. Plan takes precedence over plant schedule if discrepancies in quantities exist. 5. All proposed plants shall be located and staked as shown. 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes may require city review and approval. 7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after installation. Schedule plant deliveries to coincide with expected installation time within 36 hours. 8. All plant materials shall be fertilized upon installation as specified. 9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements. contractor is concerned or perceives an deficiencies in the plant selections soil conditions drainage or an other site 10. If the landscape n p y py condition that might negatively affect plant establishment, survival or guarantee, they must bring these deficiencies to the attention of the landscape architect & client prior to bid submission. Plant bed drainage concerns during plant installation shall be brought to the attention of the Owner and General Contractor immediately. 11. Contractor shall establish to his/ her satisfaction that soil and compaction conditions are adequate to allow for proper drainage at and around the building site. 12. Contractor is responsible for ongoing maintenance of all newly installed material until time of owner acceptance. Any acts of vandalism or damage which may occur prior to owner acceptance shall be the responsibility of the contractor. Contractor shall provide the owner with a maintenance program including, but not limited to, pruning, fertilization and disease/pest control. 13. The contractor shall guarantee newly planted material through one calendar year from the date of written owner acceptance. Plants that exhibit more than 10 % die -back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate watering, tree trunk wrap, and deer/rodent protection measures for the plantings during the warranty period. 14. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city based on applicant information, public input, council decisions, etc. 15. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process. 16. Plant size & species substitutions must be approved in writing prior to acceptance in the field. 17- The landscape contractor shall examine the existing irrigation system on -site. Bid upgrades and repairs necessary to get the existing system on-line and in conformance with current codes. Extend irrigation into new landscape areas. Coordinate sleeving under paved areas with paving and earthwork sub -contractors. If no irrigation system exists, the landscape contractor will be responsible for watering new turf, seed, and plant materials for 30 days after installation or until establishment. 18. All edger shall be professional grade black steel edger, 118" Thick, straight lengths. Anchor every 18" on -center (minimum). Submit sample. 19. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improvements on and off -site during landscape work activities. Report any damage to the General Contractor immediately. 20. Unless otherwise noted/indicated, do not install weed mat under perennials, with the exception of ornamental grasses. 21. Rock mulch (if called out out on landscape plan) to be 3/4" dia. inch buff limestone rock (Bryan or equal). Install over free -draining weed mat. Submit mulch samples for Owner approval. 22. All planting and sodded areas shall be prepared prior to installation activities with a harley power box rake or equal to provide a firm planting bed free of stones, sticks, construction debris, etc. 23. Turf installation activity shall conform to all rules and regulations as established in the MnDOT Seeding Manual, 2014 edition, for turf bed preparation, installation, maintenance, and warranty. 24. The Landscape Contractor shall furnish samples of all landscape materials for approval prior to installation. 25. The Landscape Contractor shall clear and grub the underbrush from within the work limits to remove dead brenches, leaves, trash, weeds and foreign materials. Remove trees where noted on the plan, including the stump to 30" below grade. 26. The landscape contractor shall contact Gopher State One Call no less than 48 hours before digging for field utility locations. 27. The landscape contractor shall be responsible for the removal of erosion control measures once vegetation has been established to the satisfaction of the municipal staff. This includes silt curtain fencing and sediment logs placed in the landscape. 28. The landscape contractor shall be responsible for visiting the site to become familiar with the conditions prior to bidding and installation. Coordinate with the general contractors on matters such as fine grading, landscaped area conditions, staging areas, inigation connection to building, etc. 29. See Site and Civil plans for grading, utilities, and additional information regarding the project. 30. All sub -cut areas of the site that are designated on the site plan as open space for landscape shall have no less than 6" of imported, pulverized topsoil. Slope away from building. 31. Landscape contractor must prove the open sub -grade of all planting areas after their excavation is capable of infiltrating a minimum requirement of 1/4-inch of water per hour prior to installation of plant materials, topsoil, irrigation, weed mat, and mulch. Planting areas not capable of meeting this requirement shall have 4" diameter X 48" depth holes augured every 36" on -center and filled with MnOOT Free -Draining Coarse Filter Aggregate. Re -test sub -grade percolation for compliance to Infiltration minimum requirement. 32. Fencing (if noted), will be per Architect's Plans and Specifications. 33. Landscape contractor shall coordinate tree removal activities and ensure all trees designated for removal are gone before start of landscape installation. Grind stump to 30" below grade and back -fill with compacted topsoil. 34. All disturbed areas are to receive turf sod or seed to establish final vegetation. 35. No planting or irrigation work in the right-of-way area unless approved by the city. 36. Unless otherwise noted on civil engineer's plans, new retaining walls to be County Maleriais'County Block' in Traditional Split Face Gray. Structural engineering by modular block manufacturer. Wall permit by General Contractor. Submit engineered wall drawings for Civil Engineer and Landscape Architect's review. PLANT SCHEDULE DECIDUOUS ORNAMENTAL TREES CODE BOTANICALNAME COMMON NAME SIZE CONTAINER OTY REMARKS Mp Malus x'Prairi ire' Prairifire Crab Apple 2' Cal. B&B 3 DECIDUOUS OVERSTORY TREE CODE BOTANICALNAME COMMON NAME SIZE CONTAINER OTY REMARKS O--/ Aa Acer rubrum'Armstrong' Red Maple 2.5' Cal. B&B 2 -} Br Betula nigra River Birch 2.5' Cal. B&B 2 Clump Form Cc Celtis occidentalis Common Hackbeny 2.5' Cal. B&B 2 Gk Gymnocladus dioica Kentucky Coffeetree 2.5' Cal. B&B 2 • = Qm Quercus macrocarpa Burr Oak 3' Cal. B&B 2 Or Quercus rubra Northern Red Oak 3" Cal. B&B 2 Spring Dug EVERGREEN TREES CODE BOTANICALNAME COMMON NAME SIZE CONTAINER OTY REMARKS 0. Pd Picea glauca'Densata' Black Hills Spruce 8' Ht. B&B 2 0 Pp Pinus ponderosa Ponderosa Pine 8' Ht. B&B 2 SHRUBS CODE BOTANICALNAME COMMON NAME SIZE CONTAINER OTY REMARKS QCg Corpus racemosa Gray Dogwood 5 gal. (Min. 18' Height) Pot 21 OCb Corpus sericea'Bud's Yellow' Bud-s Yellow Twig Dogwood 5gal. (Min. 18"Height) Pot 13 OA Viburnum lentago Nannyberry 5 gal. (Min. 18" Height) Pot 12 ®Native Seed as shown on the landscape layout plan shall be: MnDOT #35-221 Dry Prairie General, worked into the topsoil layer at 36.50 Ibs per acre. Submit seed mix for approval. Grading and Erosion Control per Civil Plans and Specifications. Add an additional 10.00 be per acre of MnDOT #21-111 Oats Cover Crop to mix below. MEN=® I® NATIVE SEEDING INSTALLATION METHOD: +.Cr .ea onm rllea alma '. -PImm,mfQ a�i�.,ali.ee�=n m!rzw•m.n�..m ase�pre m,..�m,r 3m� BlFeerWver�rl dbasasq lM1efero'ui-er eppl,uVwr pn�a�~resuts. Ae rerttleier weC eMu.Cce n1n i¢ grace nCx'r of �GC!Yarec¢ acme tlme b:repen q mp. Tic o-.,lai�-¢.�:a m-lnm�+o.za:�:a.c1 er.aae. clsRa meu,u rb�� .�.-.wee:emlm.n,cw aee+w lw:.,uiaa,a:a�y me,n nelro=a be pmMetl ,umh mxmae:,: perc .q lTnlmApe). TheaeeM aM1a:a eeB bozn per mrlage!II.My sec] antla boa fw cpd .- u InC, apmmgrpp [ucea anC pex•.er easemdy tC campeY Lra aql e:mvtl trp �ennem M.'msamrmge. DIBmEurp Ranee Re¢e Aare aperfim noK w�tl be TnlxErtt:Ma:]1 rtt0 Emd. EI Henowinp-t¢ a¢ aAI9MY benpeetl or ratrCfd!om9 ssedr.tlnq IMe ett-0er axa rH. con:ein OT 0mu im Yrpanema Type T TM c Hey.'moCM1 (raNDOTye NATIVE SEED REQUIRED MAINTENANCE - 3 YRS: G - urea/. enaea t,wn p-11.n-m O Mnnl�,na:t_ 2,'1�15-! t,acal-e+erYY� CeN etrpknq,p Mqi Sql-mbc 36. 'e GOlbd-mown5 sl:wCr'elp corrtol anwu'uema. Spot carat 3tklks ern. Ea /,rarlaeea�] 'IPresoe fBeLple AupuY.-zttY `+<Y mxr. ztsem-ia¢sep:emxrmfrcex.lP. •e glmen cef/aliwnnp teaepnl: apw-;&F cactus: -once n Mey, Jute w.0 JWy- •n•em epnca-moaec sepv weep a"repel weeee mwrl. spxepmr IHsuas ea- E 4 "crgs ape ss tt I. a me¢ c a n<n or pr„w> "som p.¢ ¢.. eon-ramry Year M in wa m EF. y �,¢ ermne 5C ar lRHt ep etc E)Cm eu ��c'.yla cone uneev wnte.nMv: wea ,ern n e to I plont'rq vlrps,-B ranee pppm,r call mws. we an i man. am.'rw;eleaees sysana. eweemr me I ii�n�a.nenew n�p m,e,lem,no. re. t�ra�m �r>M aGz.an M.z:k..r s -o Pr =P-a h p P .n Cep k w a p es, ern. acorn r m n tl. Hera". ] A Y 9 r31'. Bu r9 Y ce.leu d. q, Ai e�mnq two Y-e'.'n crow a oru-ro "M1JOAep ails. 0 N Z IL t0 O C E La O �_ U 07 a V C p 2c cn A Z CL 2 of /^ ` � N v_ (n N U) on W u Z of m � � U X <M dl CO r J m LU Q C o ' Q D U Q c c N N y U _�r �.__ U L) J V1 N-N C) a ZM E-I N U2 Z A O x WWOOF za Z 3 < d < �0 A W < Z z-W M �l M w