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Erosion and Sedimentation Control PlanSITE MAP CONTENTS \\\�� \ \CAUNTY %OAD NO. 3,4: EXISTING BUILDINGS: NONE EXISTING WATER BODIES: NONE EXISTING DITCHES: AS SHOWN �\ ���� DELINEATED WETLANDS: NONE �� ��� �� \� �\ FLOOD PLAIN BOUNDARIES: NONE N N N \\\� �c��� �\ � �� DRAINAGE STRUCTURES > _ - - EXISTING 24' ASPHALT ROADWAY _ EXISTING STRUCTURES: DRIVEWAY CULVERTS �_ - „� ` �\ \ \ PROPOSED STRUCTURES: AS SHOWN _ _ \�\ �- — / / = TOPOGRAPHY / // / goo //� / / � / AXCEP ION—� N89°48'28 "E 63.87' _� ��\ / EXISTING �. \1 9�0 EXISTING � ``\\\` /%' CULVERT � }, I `�.:` I!� 100.38 , ��0 /r ✓ % �/� \ DATE OF SURVEY: SEPTEMBER 20, 2011 �- ��� �� -_ `�� 8 \ VERTICAL DATUM: NAVD 1988 CONTOUR INTERVAL: 2 FEET / \�\/ l / ° B�O 86�AT PA 343 CULVERT \ / g-�✓ /� Az.' �`v TIONPdCl 51362 (591/ re •1 ' - . 21 00' //// \� MAPPING EXTENTS: 100 FEET BEYOND SITE i L / / / /: L� 4,,r. / _ _;R �% ♦ I ( I J / 34°35 00 \ \ \ PROPOSED GRADING R 360.00 ,;� / ► I / I.� Al// / :1 { z I ] I:I I / / / / / oo / \\ / I / °� \ I I �� ,`�(‘1'° / / \ I / ' . / A ''` 10 \ / 59 / \ \ 1 I / I // / / / / / 1 �� I_: .I / / / ���� \ / \ / / �� \ «„ ; L° e; ' ' o i � o, /°j �� f 1/1/e RT / 7Nii ► •U;, � 4) / o� h // / I / o p� / / ( I /: ► / / (� \ L-217.29 \ \ \ TOTAL DISTURBANCE AREA: 1.7 ACRES / \ PROPOSED CONTOURS: AS SHOWN T=112.07'� ,/� \ . CB -S86°26 07 E \ \ \ VERTICAL DATUM. NAVD 1988 C-214.01' \ =I=NS2 FEET AS SHOWN PROPOSED DIMENSIONS. AS SHOWN / / \ PROPOSED LOCATIONS: AS SHOWN / \ PROPOSED EXTENTS: AS SHOWN PROPOSED SLOPES. AS SHOWN / PROPOSED LIMITS: AS SHOWN 80 GRAPHIC 0 40 80 SCALE 160 320 / / / / �� / N / \ EXISTING /- J PROPOSED STORAGE , l J / ./ / / / / / 20 / / 59_-----�� _ / \� = 7 / �\.,isp ` II I f o / DRAINAGETCH IN FEET �. SOIL STOCKPILE: NONE i ) (TYPICAL) / / = �� - SNOW STORAGE AREA: AS SHOWN 1 inch80 ft. �' I EQUIPMENT STORAGE AREA: AS SHOWN / /w / IULTIN-LVERT / /II / I /II 5980. �� / PROPOSED DRAINAGE LEGEND c‘.1 / I' /.. / �. / / / _ / / \ .I '50 / \ I Sg / / \l \ I / / � / ". \ I 1 s �` I �\ I I I I/ I , / I/ 1 i 2 I / /- \ / / � / \. CONTOURS: AS SHOWN STRUCTURES: AS SHOWN DRAINAGE WAYS. AS SHOWN 5980 EXISTING INDEX CONTOUR DI I _ ,-------- ---q /, 1 1 ( /DRIV— / 5982 EXISTING INTERVAL CONTOUR A____ 1 ;:-/� N • , / / �, ! EQUIPMENT STORAGE/ 5980 ;,/ / �\I \ rocRAOTI0PNs0:SED PROPOSED INDEX CONTOUR / % / / / V f:, / NO l : / \.------,.\\ I 1 1 / / \ / AS SHOWN ANTICIPATED FUELS: GASOLINE, DIESEL, PROPANE / I. / rI / / j / _ _ / / / ��—\ _ /`- / / �$ — _ rt�I J `� \ \ �, , A I11\1. I ( \ _/ / I / / i ANTICIPATED LUBRICANTS: GREASE, OIL CHEMICAL STORAGE: TO BE DETERMINED 5982 PROPOSED INTERVAL CONTOUR ;: ✓ / b9 / / / / /(/ \ \ I I / I� I I WASTE STORAGE: TO BE DETERMINED SPILL CONTAINMENT: TO BE DETERMINEDs�� PROPOSED SWALE / \ % / -� �, --- — / :� I: :. C. VERT' I; \� \ \ % 59g 0' I TEMPORARY ROADS SILT CONTROL FENCE DISTURBANCE LIMITS D S URBANCE LIM S N BNS SERVICES, LLCC0U/V HIGH COUNTRY ENGINEERING, INC. P1 .., GARFIELD COUNTY, CO. ��/ F + n m BNS SERVICES LLC Vo III I,I Ili - PHONE (303) 925-0544 FAX (303) 925-0547 . 14 INVERNESS DRIVE EAST, STE F-120, ENGLEWOOD, CO 80112 O O o V -I EROSION AND SEDIMENTATION r H C E 2 1517 BLAKE AVENUE, STE 101, GLENWOOD SPRINGS, CO 81601 ZZ � � PHONE (970) 945-8676 FAX (970) 945-2555 O 0 CONTROL PLAN !4/EEV° WWW.HCENG.COM / / \\\\ ::I 1 . / / —� "\ /::.. : �� I: \'=::. \ \ 1 / 7 CUT PATH 2 I LOCATIONS: NONE ANTICIPATED C SLOPE DIRECTION / l I ip r 0No v / \ / / g�0 \ .. Z / / -� EXISTING • ,.... GRAVEL •,,: ROAD =:_,, \ \\ \ / Tf 20UGH / WOODED \ �� I 1 STEEP SLOPES •VEHICLE TRACKING CONTROL ,1;1 1 1 / , / NCULVERT`s / / / / / �� \ _`, �\CO AREA / —N' p• PROPOSED SLOPES GREATER THAN 20%: NONE STRAW BALES / i / 7� \ \ CO ro CONSTRUCTION SCHEDULE 4) I•<.;:cv / �'- f: / \\ I� / / �- —� / .�(0h\ _ �� \ \ / ACTIVITY START COMPLETION DURATION SEDIMENT CONTROL FENCE CD I:I / �/ , / / - �� 544' BEGIN SITE GRADING TBD TBD TBD I. 1 I:J / // // / \. / / �' . • /t :\ �. \ \ ,--. 6000 .71 �' \ \ \ \\ \ \\\ w INSTALL E.C. MEASURES TBD TBD TBD REMOVE E.C. MEASURES TBD TBD TBD SEDIMENT CATCH POOL EilD -------\ �' � �::.. � I I ��:. /____ •,.\:::� \\ \ \\ In / 5960_ o / // i / �" / s I \ \ \ \ ;� / PERMANENT STABILIZATION /7 �_ `� - \ \ \.. \ \ I I p TOPSOIL: SALVAGED TOPSOIL IS TO BE PLACED ON GRADED SLOPES \\\ \ \�I :c/Y/ 7 // / \ - / ` // / / F� a\ \ \ TILLING: TOPSOIL IS TO BE TILLED TO PREPARE A VIABLE SEED BED \ \ I / / {I / /, -� \ \ / _ / �/ �/ \ \ �_ _ \ / \�.. � // \ \ �j � \1 // / ...p ��� � • Ni-; � \ �: \\ :\ -moi \ \ Z SEEDLING: NATIVE SEED MIX IS TO BE SOWN AT 10 POUNDS PER ACRE i \\ \\ \\ \ \ \ I (/ / MULCHING: MULCH AT 2 TONS PER ACRE IS TO BE PLACED AFTER SEEDING \\ " / EROSION CONTROL MEASURES FOR CONSTRUCTION I oPOSE��,�EP 7 \ \ PR�ORPG . / / / / /M1 �.:. / / \ ,�� ,"' / // / �� \ \+� // / \ \ \ 5970 R / / //� \ ..:: tia�\P, pGE� ,09 e,! 35 - VEHICLE TRACKING CONTROL: AS SHOWN \ \-. — \ ..��� , /,/// STRAWBALES: ASSHOWN SEDIMENT CONTROL FENCE: AS SHOWN / � • ! \ \ Ig , �. , N� �° ► / /ZZ - \ -------, Am Ear`- > �, /: R filo . �i 5990 381 � ;- .:- — -. - -. - :::.:. .... . �\ / ESTIMATED COST FOR EROSION CONTROL MEASURES k 553 \., // �,.s 798.-----' / 0S 8000 '�� / / INSTALLATION: TBD ::.I\ }� ---_______. .*um / / �S9g0�T - s•: ' '"p :�' . 71�►. l•:' FF;59,` // ,. :. • /� :O ♦ / / MAINTENANCE- TBD �,\ 11/ { \ .( �. •/ 1 / //////\ w �!.�- 7 TOTAL. TBD 8i . • I / / I 1 / 4 \ /( EDF //// ..::.:.: :.::........:..:..:...:. J �► �� .! / i►�� • • , :.. I DRAINAGE CALCULATIONS r G TAT N / / �— J GRP.... :. .:° .::....:. NG P .:. :.:' . ��� I/ / 6000 I �` �i� I RAINFALL. TBD . ... ., ..EXE..,.. PRE.. :'', : 599 '�� :.: �� /� : � 1 RUNOFF: TBD \ J .:J- ., .. //0ISIMENT / ///// BASIN: / DIVERSIONS. TBD \ \ I 7)4 .:: -- � p:� ��y- ✓ /////// _� \ CONVEYANCE: TBD \ 1 \ /... -� \ - fi0 DETENTION: TBD _— i. :/// ///// / 60 - . — .x\ \ 1 DESCRIPTION OF NEIGHBORING AREAS \ ///// /: -.: EXISTING / \ '•�. / DRAINAGE DITCH _ �� �� / / / \ _ = _ / M O� `� �/ 0`� J /, y / /\� / 0\ —\ / /� 2p\ SURROUNDING LAND USES RURAL AND P.U.D ZONING I \ 1 NEIGHBORING ROADS: COUNTY ROAD 301 IS ADJACENT TO THE SITE ) NEIGHBORING STREAMS: BATTLEMENT CREEK IS APPROX. 600 FEET NORTH I I j// TYPICAL) 0 ER g / \1 l % NEIGHBORING RIVERS: COLORADO RIVER IS APPROX. 1 MILE NORTH "`� G %�� / / / PILE _ \Si ` \ / _� \ l A G .1.,/,, D I TC / / /• ( ) v •` ,► STORM WATER MANAGEMENT CONCEPT I //? �� 6010— / '�� : — ::` —� / / �� / / / A\ I STRUCTURAL BEST MANAGEMENT PRACTICES: DETENTION FACILITY / / � // �� \ / NON-STRUCTURAL BEST MANAGEMENT PRACTICES: REDUCED IMPERVIOUS AREAS / ------- ------' / i� J / l J 603 \ : l / / I \ _ .. / �. _ / / �% :: \ HYDROLOGIC HYDRAULIC CALCULATIONS / / / / / / / //At1- \^ \.vN HYDROLOGIC: TBD / / / / 7 (YIELDING BEARING) _ -- //- --- :. / HYDRAULIC: TBD / - N89°401 W 1275.09 '` ��� / �` - \ do - : --- _ _ -- .: .:..:_ 0 Z .:...... - .. _ .. - _ •- MAINTENANCE REQUIREMENTS // / • :-� -`_ -: ` :'` / / ACCESS: OWNER CONTROLLED -\ / \ �� / SCHEDULE: EVERY 2 WEEKS, AND AFTER SIGNIFICANT RAIN FALL :` / / / I \ .� c / // \ - _/ COSTS: OWNER COSTS TBD ' l I I\ . \ / / / , / // /---\\ -,.., �_ / RESPONSIBLE PARTY: OWNER STORM WATER MANAGEMENT PLAN APPLICATION SUBMITTAL DATE: DEFERRED, PENDING APPROVAL OF PLANNING AND BUILDING DEPARTMENTS PREPARATION CERTIFICATION OWNER OR LEGAL AGENT CERTIFICATION I CERTIFY THAT I HAVE PREPARED THIS EROSION AND SEDIMENTATION I CERTIFY THAT I HAVE EXAMINED AND AM FAMILIAR WITH THE INFORMATION CONTROL PLAN IN ACCORDANCE WITH APPLICABLE GARFIELD COUNTY CONTAINED ON THIS EROSION AND SEDIMENTATION CONTROL PLAN. STANDARDS. FOR LAND USE REVIEW ONLY * v OR is FINAL 7/19/12 SIGNATURE DATE SIGNATURE OF RESPONSIBLE PARTY DATE NOT FOR CONSTRUCTION 4)j j I FOR AND ON BEHALF OF V HIGH COUNTRY ENGINEERING INC.