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HomeMy WebLinkAboutDRB100307 C�esign �ieview Bc�ard � ACT�C�►N Ft)�.M � C►epa�rtm€�nt of Corr�munity ��v�lopment ��������' ' 75 So�th Frc�ntage Road, Yaii, �a�oratio 81657 te{; �7U.479.2139 fax: 970.47�.245� c��u��c������ web: �rww.vailgov>c�m Project Name: Stephens Park Stream Bank DRB Number: DRB100307 Project Description: STEPHEN'S PARK STREAM BANK STABLIZATION AND RE-VEGETATION Participants: OWNER TOWN OF VAIL 07/15/2010 C/0 FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 APPLICANT TOWN OF VAIL 07/15/2010 Phone: 970-477-3455 KRISTEN BER7IJGLIA 75 SOUTH FRONTAGE ROAD VAIL CO 81657 Project Address: 2450 S FRONTAGE RD W VAIL Location: STEPHEN'S PARK Legal Description: Lot: 13 Block: Subdivision: VAIL RIDGE Parcel Number: 2103-142-0000-3 Comments: See conditions BOARD/STAFF ACTION Motion By: Gillette Action: APPROVED Second By: Kjesbo Vote: 4-0-0 Date of Approval: 08/04/2010 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of �' approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS. � Cond: 202 (PLAN): Approval of this project shall lapse and become void one (1) year following � the date of final approval, unless a building permit is issued and construction is � commenced and is diligently pursued toward completion. � � �: � Planner: Warren Campbell DRB Fee Paid: $250.00 � _ �,�.. .. �„ �,rv. - ��; + � �� � ` ��� �� � , ��� �� � Deparfinent,of Community Developmenfi` ° �?�� ��� ��;'��` � � <� � utl � 75 South Frontage Road �'' � ��� �� ���"ffi � %� � . � ` , � ` Va�l, Col.orado 81657�`' . �`� `--� ° ��� `�T:� ��� f��� � ��x�`� �`� W�Te� e,9�Q-479 21�Z8,;� � � �� � '� �.'�� � �-,�� Fax :97�-�73 24°�2 .. ' � . e� � s" ae r.a- �=i'. . ., � �> ��r.- ° , -� �-�. �,�� .. � � -Web: www��ailgo��o-com;: ! �, j ��� � � -- Devetop�r�en��R�Srtew Co��d�r�to€� k.�3���'�������.,.. ., ....� .. . , . ��.aA 4� �� .. �:� �~s • a �� „z, .. �` . ...:.,.2_�.m�&��e�,c�;�-:.�,:8'F � Application for Design Review Minor E�cterior Alteration General Information: This application is required for all proposals involving minor changes to buildings and site im- provements, such as roofing, painting, window additions, landscaping, fences, retaining walls, etc. Applicable Vail Town Code sections can be found at www.vailqo�.com under Vail Information - Town Code Online. All projects re- quiring design review must receive approval prior to submitting a building permit application. An application for Design Review cannot be accepted until all required information is received by the Community Development Department, as outlined in the submittal requirements. The project may also need to be reviewed by the Town Council and/or the Plan- ning and Environmental Commission. Design review approval expires one year from the date of approval, unless a building permit is issued and construction commences. Fee: $250 for Multi-Family/Commercial $20 for Single Family/Duplex Single Family Duplex Multi-Family Commercial Description of the Request: �1'e Dhc�n S }���-I� �Yf.Qrn ha�l� S�"�hi�i��!1�"�� �ho( ��"����C�-r d� _���E C'� Physical Address: ���� S. �Y UY��C�� �Z�-� ,�f(`,�t� ���J 1 Parcel Number: a � 03 I y a 000� 3 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Property Owner: ��w� b� Ua� � Mailing Address: �Ol.��t.J bF ��Ck� � (',�h'�mJni}ti-� D-�.�2 IO�Mc�n I ��5. i'�'ont"��,z � � ��,1 ' Gt= $I(aJ�1 Phone: °I�u-- ��� - 34SS- Owner's Signature: Primary Contact/ Owner Representative: ���e►� ��.Y����� �- � C�'��.�5 !���r� MailingAddress: ���'-'�' �r 1�l�:, ` �pp,ml�Y1:�1 l�e�el�prnP� �j S, i'�m��-�e� 2�'. Va.:���G� �� S� Phone: C170._ !'n 7-.3�1 J�� , E-Mail: ��P,(�� A��g�../�e�►"'� Fax: o�i�c, ` rz>Va;1,�a1.��rv� For Office Use Only: Cash_ CC: Visa / MC Last 4 CC # Auth # Check # Fee Paid: �� Received From: Meeting Date: 7 Z/ DRB No.: �Q..�1�?��-7 Planner: ��C Project No: �r� 1��,��� Zoning: Land Use: Location of the Proposal: Lot: Block: Subdivision:��nC�l�d'a-E� O 1-Jan-10 Z g ��no� G � �k � e IV✓I��a ��VIVIY YI��� O o f"'� N�� >w � O � NOI1dZ1�19d1S �INd9 �121bd S�N�N��1S � p � � ��a � �� _ ° � �I`dn �O NMOl o g �'�3� � �° � ,� z o , �� ,. F 8 �� sgi�� �. rs #o� ? �: �� g �y NlNW �� � � g � a .,v� € �� � � ��� - `�.` � �� ��, Q � � , ���✓ � � � $ ay � � � � �� � ; o �:�, ���� �;.`�� � � � 8 �a �� r � U �- `� �`; '�,i';.'� � � O. � �'�. ;' `"� ��� �� � �� � try`t L� Sr . ^ o-�� � 3 L� Q � � V Z `� - � !�! ?'� ' � Q c � � / � �Hl]/QN ��_� R � `/ .� _.�. . ._ ..��., � O g t�� 3���t4 � Z � J � � � � -`4 �m ; � p .. �j� � z m� � �y� CL m .�.;:r. . . � � co 0 � �o eC�U i : _ ��> r . 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''.�� C #-Q` 2 y � � ��1 Q. . APPLICATION FOR DEPARTMENT O�' THE ARMY PERMIT (33 CFR 325} OMB APPROVAL NO. 07'f 0-003 Pubfic reporting burden for this coliection of information is estimated to average 5 hours per response, including the time for reviewi��g instructions, Searching exisiing data sources, ga[hering and maintaining the data needed, and compteti�g and reviewing the co0ection of information. Send comments regarding[his burden estimafe or any ather aspect of this coilection qf information, inciuding suggestions For reducing this burden, to Department of Defense,LVashington Neadquarters Service Qirectorate of information Operations and Reports, 1215)efferson Davis Highway, Suite 120A,Arlington VA 22202-4302;and to the Office of Management and Budget, Paperwork Reduction Project(�710-003), Washington. �C 20503. Please DO NOT RETURN your form to either of those addresses. Compisted appiications must be submitted to the Distnct Engineer havi�g jurisriiciion over the location of the ro osed activit . PRIVACY ACT STATEMENT Authority: 33 USC 401, Section 10; 1413, Section 404. Principai Purpose: These laws require permits authorizing activities iri,or affecting,navigabie waters of the United States; the discharge of dredged or fiti material into waters of the United States,�ind the trar�sportation of dredged materiai for the purpose of dumping it into ocean waters. Routine uses: information provided on this form will be used in evaluating the application for a pe�mit. Disclosure: Disdosure of requested information is voluntary. if information is not provided, however,the permit appfication cannot be processed nor can a permii be issued. One sei of original drawings or good reproducibte copies which show the location a�d character of the proposed activiiy must be attached to this appiication(see sample drawings and instructions)and be submitted to ihe District Engi�eer hauing jurisdiction over the proposed activity. An a lication that is not com leied in full wili be retumed. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS� �. APPLICATION NO. 2. FIEID OFFICE CODf 3. DATE RECEIVED 4. DATE APPLICATION COMP�ETED {iTEMS BELOW TO BE FILLED BY APPLICANT) 5. APPLICANT'S NAME 8. AUTHORIZEI3 AGENT'S NAME & TITLE (an agent is not required) Town of Vail, CO Attn: Gregg Barrie RiverRestaration.org, LLC 6. APPLICANT'S ADDRES5 9. AGENT'S RDDRESS 1309 Eikhorn Dr PO Box 2123 Vail, CO 81657 Gienwood Springs, CO 816-2 7. APPUCANT'S PHONE NUMBERS iNITH AREA C�DE 1C?. AGENT'S PHONE NUMBERS WiTH AREA CODE a. Residence a. Residence 97�-389-5987 b. Business {970}479-2337 (970�479-2166{faxj b. Business ». STATEMENT OF AUTNORIZATION RiverRestoration.org, LLC i hereby authorize .-.—_.____.—. ...__.................._...................._...___._---...................__._..--.---- to act in my behaif as my agent in the processing of this applicatio�to furnish, upon request, supplem taI information in support of this permit application. . ( t} z o/'r� � APPLICANT'S SI NATURE ATE NAME, �OCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT tdAME OR TITLE (see instructions) Stephen's Park Bank Stabilization 13. NAME Of WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (it applicabfe) Gore Creek South Frontage Raad West Vail Colorado 15. LOCATION OF PROJECT Eagle CO COUNTY STATE 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Colorado State Plane Central Zone NAO 83 N: 165333Q E: 2740418 feet. 17. DIRECTIONS TQ THE SITE Exit Interstate 70 at Exif#173. Proceed to the south round-a-bauk and head West{right)on South Frontage Road West for 0.6 mile. Turn South (Lef#)into Skephen's Park and park in lot.Walk 350 feet to upstream {East)end of park and eroding right bank of Gore Creek. ENG FC?RM 4345 — ONItNE CESPK-CO-R I25. IVHI UKt Vt Hl,I IVI I Y tuescript�on or pro�ecc, incwae an reatures� All activities are anticipated to meet conditions of RGP 37 for Stream Stabilization Western Colorado. installation of less than 110 feet of stone and concrete bank stabilization; installation of native vegetakion; installation of 2 boulder grade controis. 19. PROJECT PURPOSE (Describe the reason or purpose of the project, see instructions) To stabilize eroding bank and channel at Stephen's Park. USE BLOCKS 20-22 !F DREDGED AND/OR FILL MATERIAL IS TO SE DISCHARGED 20. REASON(S) FOR OISCHARGE Naturai channel erosion and migration patterns have been exacerbated at Stephen's Park by heavy pedestrian traffic, leading to degraded riparian habitat and poor user experience. Stabilization will be multi function to prevent further erosion and to accommoda#e concentrated park use. 21. TYPE{S)OF MATERIAL SEING DISCHARGED ANb THE AMOUNT OF EACH TYPE IN CUB1C YARDS Discharge beiow the o�dinary high water line inciudes: native alluvium (boulders, cobble,gravei) 150CY; imported granite bouiders 135 CY; +mported sandstone slabs 30 CY; colored concrete 2 CY. 22. SURFACE AREA IN ACRES OF WETLANDS OR OTHER WATERS FILLED (see instructions) l.eas than 0.2 acres below the ardinary high water line wili be disturbed for installation of structures. 23. IS ANY PQRTION OF THE WORK ALREADY COMPLETE? YES � NO /'�^� IF YES, DESCRIBE TNE WORK ��7 24. ADDRESSES OF AOJOINING PROPERTY OWNERS, LESSEES, ETC. WHOSE PROPERTY ADJOINS TNE WATERBODY(lf more than can be entered here, please attach a supplemental list) Ali activ+ties are on the Town of Vail Parcel Number 2103-142-0�-003. Adjacent properties are affset more than 200 feet. CDOT may have adjacent Right of Way ior I-70 and Eagle River Water and Sanitation Dist�ict may have utility easements. 25. L1ST OF OTHER CERTIFICATIONS OR APPROVALSIDENIALS RECENED FRONt OTHER FEDERAL, STATE, OR LOCAL AGENCIES FOR WORK DESCRIBEO IN THIS APPUCRTiON AGENCY TYPE APPROVAL` IDENTIFICATION NUMt3ER DATE APPLIED DATE APPROVED DATE DENIED The project is within designated Gold Medal Waters on Gore Creek between Red Sandstone Creek and the Eagle River. Coiorado Division of Wildlife Manager Bill Andre was met onsite June 4, 2010 to review site conditions and discuss proposed actions. Comments included; preventing increased downstream use; increasing size to accommodate increased future use af the project area;constructing grade control structures in an upstream"v"to minimize beaver activity; working in channel until October 15. �Jo threatened or endangered species critical habitat exists within the project area. Aln n�ilfiiroi rncn��rnoc ora nntln:n7+c�`i i!. hc.imn`in#c�iJ hi.1{�o nrniori 0 � Would include but is not restricted to zonin , buildin and flood lain etmits. 26. Appiication is hereby made for a permit or permits to authorize the work described in this a{�piicaiion. t cer[ify that the infc�rmation in this appiication is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of appiicant. � _ � _ Jason Carey �. x' "° ��,n�2g, 20�0 =��������— � � f� -- — . :;s �,�. , — SIGNATURE OF A PLICANT ATE SIGNATURE OF AGENT DATE The application must be signed by the person who desires to undertake the proposed�ctivity (appiicant) or it may be signed by a duly authorized agent if the staiement in alock 11 has been fiiled out and signed. 18 U.S.C. Section 1�01 provides that: Whoever, in any manner within ihe j��risdiction of any department or agency of the United States knowingly and will fully falsifies, conceals, or covers up any trick, scheme, o�disguises a material fact or makes any false, facticious, or fraudulent statements or cepresentations or makes or uses any false writing or docurnent knowing same to contain any false, fictitious or fraudulent statements or entr , shall be fined not more than $10,Q00 or im risoned not more than five ears or both. 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'a� . � p »�� � w,$e�� � � x r . 5a� . sv �" � ¢"�;: .� � �� � .�..�, „ �c � 'x�..� ,� . � �i� @ >�� T . s �. �.�� x� °� 9 ,�. w. e,` . q� . :�zw 'R `a°°'�`�,a +fi;� a+� 'e; �a �i �' � �. �v�_ ��.�������.����`,��-i .� '��C. y �a�4� �e� ..P� �.�• �,s,,�„ �..a� � ��.: � .:a "�' �. . ��:;� ..� ����>� �n � a�� •�4 ='� From eroding bank looking north towards proposed haul road location. •' - +.. �� � �� # �� , �. ��� � � :; , � ,� � � �,;� � ..�....;.�,.�,�,t� , ; ,�' �: ���, _ � .� ,�' . ���� ,�� ,-�`e �' °�x�:�' �.. �.. : ra` �� '���,,�;_ _�,:. <� a�' � ;����, ''`����� �� � ..v �,i � � �o � �> � �.. �� � . � '�� -:�� b �„ �. � t. � �„� �, t �� � � ��� � �_,. ��. ���t �. _ �:. , �; �a �- �,; �� :., � , - ,�� � # a�, �$�� _ s.. m�fi: ' ' �"°�"� a , E�:. F .k '��.. *t-.e a . : �'� �_.. � � � 6� ��� � < ���,. E �` ���" �"a'� �,� °�� ����s� ��,„ �,,, �,,, �� ��`�°�,-�!«� � � _� ,�r`'�'� "�.'. '���. . w' . .. ... . � ��� Example of sandstone terrace with stone toe protection below mature trees(under construction) �° a �.. ��^� ��� e� � ac �..�,� ,� ��r j�N � �� _ ', �. � �: ���;. `x � . �"��'� a y. F'r' � � � �� �������A �:F a� s �� �"� ��;=3. .?`�'� � a . .. • .. •.. � . � .. ����� . �� ;,�� �^ �� ,,,��i . � ... :� e� � .a« �_�: e,:'` .' - �.� „� � .. ... _ � � �...'°-_ . " .- �. -- : � �, . . . .... . .� w,�. 3 �� . : .� - � �(' ��� ��g � �.t�5��>y. ' :i.. - . . i,�. � _ n. i. R k -� � � . a ,`'�i'°a °$ � ��':;. .'le-� `.j`*n� * � ..,� .. .: a a_a �� �' ��,q� �'a„ ����'+�.� . . '}.. �. °$€ ;. , _.�.�-.. . . W I �}I�i��.��� �, .., , � C� V(I 'f'i` �IIII � ���l;,�'" � . � I'il 1 � �I��Y��'I� � ;�r �,�°��` � I II{I I I � I !d s - . �-. ._� ��mew ,. . ..�.. �v,_ „'._ _ _ �� '" ' ' .. _ � _ _ �_ . . I�i��� �I .. I I y e �^ ry `_� .. `I� ' . .. F I I . ' _ ' ° K \. . ; '� '�`el �II �� . . '..- . . '.� ., � ',,-�'�''' �' � .... ..._.�.- - � . ..-.. �� ...... �w'+, «r°41,.e.A " - . . , - 'f� � � +j,.<�';€^a�„".4 �.� � � .d � tih r- � ��� � '., r„t�L.�� : � "`-"`�.,--°++..'..-+..,, s+�t,a�..'-..a���y.�`-'���t�`� � `�'� �...� -�=----- �. " a '":s,��.� `�€ .� �� ��' . . . y " .ws..�,' r�... �c,3 '=�u_�3.'��2 w ..� -�.-��Y`..�r7"�,....=°'�:���,.a,.�.�.r,���� � Example of colur�d and brushed concrete ramp (under construction). �-; I V E R ,,.-.a: ;�.. .. • •. . '�'�I� Pi)Licr.O't�3.Gie3�tivta�d Sp3�utga C:olaiadc�S(»{)� f97('r)9�k?9i8fi July 12, 2010 Mr. Tom Kassmel Town of Vail 75 S. Frontage Road, Vail, CO 81657 (970)479-2235 RE: Stephens Park Bank Stabilization, Floodplain Compliance Dear Tom, Proposed bank stabilization at Stephens Park includes in-channel modifications to hydraulics for concentrated access. This letter is to discuss how the proposed modifications comply with Town of Vail and Federal floodplain development guidelines. TOV: 12-21-10: DEVELOPMENT RESTRICTED: (E) The Administrator may require any applicant or person desirirtg to naodify the flood plairt by fill, constructiora, charrnelization, grading, or other similar changes, to submit for review an environmental impact statement in accordance with Chapter 12 of this Title, to establish that the work will not adversely affect adjacent properties, or increase the quantity or velocity of flood waters. (Ord. 16(1983) � 1: Ord. 12(1978) �4) Existing Conditions A floodplain model in HEGRAS format was obtained from Town of Vail. Three geometry profiles were developed; Duplicate Effective, Existing and Proposed Conditions. The Duplicate Effective is the imported geometry titled "Imported Geo0lmbjrevised"; which is the most current FEMA flood model for Gore Creek at the Stephens Park reach. The Existing Conditions model is the Duplicate Effective with the insertion of seven additional cross sections surveyed by RiverRestoration in the Fall of 2009. The Proposed Conditions model is the Existing Conditions model with cross sections modified to represent worst case scenario channel changes and analyze hydraulics of the proposed conditions. No hydrologic analysis was performed; flood flows were based on the Federal Insurance Study reported values. The 100year discharge is 2620cfs through the Project reach. This flow was likley exceeded on June 6, 2010 and water surface elevations crested 7854.5 feet elevation near river station 11+00. Additional bank erosion occurred as a result of this event. The existing FEMA model does not specifically represent flood conditions at the project area. FEMA cross sections are located 150 feet upstream or 350 feet downstream of the 1 of 3 r' �; �IVE r �.�-/,'/•��'�.r." `���'• • � `�1 �',/ ' 1 O t3�-x u' 3.(le�:.H..c.9 LF..�:i�s i' 1-ra�;n�(.:�-�.rr?t� 6.=,>�.S proposed work. The discrepancy between the Duplicate Effective and Existing conditions model is the resolution of channel geometry of the reach. The geometry in the FEMA model is based from aerial and ground topography over long distances. The geometry in the Existing conditions model is based from site-specific channel geometry surveyed by RiverRestoration Fa112009. The Existing conditions model shows greater detail of channel geometry and a more accurate representation of flood flow conveyance. The Existing conditions base flood elevations are predicted slightly lower than effective values interpolated between River Station (RS) 1298.6 and 643.l. The Proposed Conditions model increases the backwater effect over existing conditions but remains below the interpolated values of the effective model. All predicted water surface elevation changes are absorbed in the steep channelized section upstream of RS 1298.6. The Proposed Conditions do not adversely affect adjacent properties, or increase the quantity or velocity of flood waters appreciably over effective values published by FEMA. This is because of the steep banks and steep channel. Zone X, Floodplain and the Floodway are coincident here. Although Proposed base flood elevations are higher than Existing conditions, the flood waters will remain within the Effective floodway delineation and not overtop the existing river banks. The floodway and 100 year floodplain delineation lines are not appreciably moved. Table 1 compares the Effective base flood elevation with the Duplicate, Existing and Proposed condition hydraulic models. Please contact me with any questions or comments. Sincerely, � } e� �� � Jason Carey P.E. River Engineer iason.carey_(a)riverrestoration.org (970) 947-9568 cc. Gregg Barrie, Kristen Bertuglia 2of3 r`: �; �IVER ;-.'� „� ,� • �,� ' '�f/ ' P(1 Ncx J_'t_r_i�le•�EU�ti,nd�pr[�tgs.Colc�ad.�b L>U 'y?l,}c�>•k^�),r�S Table 1 Base Flood Elevations for Stephens Park Reach (2620cfs) 07/12/10 Ri�er Station Effecti�,e Duplicate Existing Change Altemati�e 2 Change 2126.81 7877.7 7877.83 7877.83 7877.83 0 1832.98 7872.04 7872.04 7872.04 0 1314 7858.99 7858.99 0 1298.7 7859.1 7858.99 7858.81 -0.1 7858.8 -0.01 1251 7858.23 7856.97 -1.2 7856.98 0.01 1172.5 7856.99 7855.43 -1.5 7855.43 0 1140 7856.47 7854.64 -1.8 7854.79 0.15 1100 7855.83 7854.41 -1.4 7854.94 0.53 1043 7854.93 7853.99 -0.9 7854.13 0.14 800 7851.07 7851.21 0.1 7851.21 0 643.1 7848.58 7848.58 7848.58 0 576.1 7847.76 7847.76 7847.76 0 Stephens Park 564.2 Bridge 0 564.1 7846.86 7846.86 7846.86 0 516.5 7845.23 7845.23 7845.23 0 74.1 7840 7838.17 7838.17 7838.17 0 1 7836.14 7836.14 7836.14 0 Kinnickinnick -1 Bridge 0 -30 7835.92 7835.92 7835.92 0 -84.8 7836.35 7836.35 7836.35 0 -247.3 7834.72 7834.72 7834.72 0 INTERPOLATED VALUES 3 of 3 �� � � ' Generol Notes _ � N A LOCATIC�N MAP K z BA . : � � ° . N K �TAB I LI ZAT I C� N ��t����u : � . .��W��f+'' ,�t. � o es uatt � ., .; . . TowN o � vA� �9 co , �: ,, .n ��. { . : � r , �,L� _ . -- /''� � �r ' ��,.,.. � �� � //� / ) �'}a�� J J U LY' f� �,./ I O t � �a `�� � y � ....: , �>> - . � �t ,� , ,. � Q :�� � � �-- {fi �, . ��}�n� s� z� (� � �` , ��a� Y�' - . , 4��``"`�,�._„ � .; q , G(�e,c � r ���4',T,q `v�_ �j...' �� . D I�AWI N G i N D EX v�� ; : �` f .�-' ' . . _. . , : z z cr�, °`~�.�, �x,� ,,� .J Q r'�t � '. '` '�` - ,_ _ � .. .., ,� Y . -- � � . nrl�� \ � ..._... ..,... PLATENO TITLE C�dIJ `� � _;l,�'rr� � Gl VICINTTY MAP,DRAWING INDEX,LEGEND � �'� � �,L_J ci ovEx�w NT5 �i � C2 PL��w PF�OJECT LOCATION —1 � � A � ��('� � cs pr.Arr v�w : C4 CONSTRUCTION BMP TYPICAL PLAN � , -'"� �' ��, '': V ) Q Dl NON-POINT SOURCE POLLUTION � CONTROL DBTAILS r"-'2,} D2 TYPICAL CONSTRUCTION DETAIL,S ti ;,_�. O Z � D3 EROSION CONTROL BLANKET DETAILS LOCATION MRP ! `�. ��' ��. W � [� D4 PLANT INSTALLATION DETAILS r ' ' ' �,, .+�''• �a� _ Stephen s Park Bank StabilizaGon; , tv�, � � � W �- Vail, Colorado ,� <�''`j W W } . /''� y ( ) _.......� ..._ ....' �_... _.._�.� . ... ._..: _. .._... _.....�. .,. ..._ . ' ___�_ .'�._. � _._...... _.__'---- �2010 flapQuest. Portions_ O � � `�✓ ... _. .... CQNTACTS VICINITY MAP � � °-' v l.Mr.Gregg Barrie Town Landscape Architect � O Town of Vail � . No. Revision/Issue Date (970)-479-2337 V�,co ' . ., s - �+ :ro'a-iy "i �. e'c �a��rn f e�a na a,. .... ... ..._... 2.Mr.Jason Cazey,P.E. � ': ` , y �"`"' �, �,� ° �'^ '�_ ' jl � . . � . River Engineer ' ; > �," s.. ^,,�—,� �,,,� , � �-����s , y.. �• . , : J .�. ! ��m�~�'���.+.rt„ l ,6�� s.N m�.-_7 c.m �L h'wo d� .��CY� .i a, a --^— . A RiverRestoration.org,LLC. ° , `' � .� - E ,�� � ,�'" r > , ,�a �� ��� (970)-947-9568 �. : ; s�� �>.��'a�o � m��'. r, , ��„°,��.� � P.o.e�z�zs _ _ . n � H z 01�~ Y a�un� �� c } —"'t��7 Glenwood SpnngS,CO 81602 y� � + �3-' � Nu � r° � os . m ,�` i ' �p� 4 wWW.RIVerRGStorabon.org 3.Ms.Kendall Bakich � � �'^� , � ' � p ._;! �� �; , Aquatic Biologist �B 9 \ � f� � Pm}ecl Nome ontl lilEreaa � , , COIOTadO DiviSiOIl of WilClllfe � � �a .� ' �� � `A: Fa i a . TOWN OF VAIL (970)-947- 924 � a��.` ;� t t\; ,^° � ;' ' S � �� � GORE CREEK �� � crw.d��rr x �. t f � k-. �_ � ��. �x r �tay . � �` ..i' ..�a d ,( ... . ,��', .... .: ..,','� . � �� .�i �. a— � � t ."c t � ' :; (cr' 0<� M ( �� � n /�/'�' t����'�`��-����� ��� ���`��' ' , ,�..�. . , .4. _ P n������� ����� " .. . .. ... ., . . .�' . : " . J.... . .-. ... 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' _..-.' `.. -." . / ��..J�____-__ �—�.r----� t i� ��. . /j �'}�G...�-..�4,dr�, ` O�� � �� ........_...: r � nn� / � ' � f I i ��' 1<<��l P,�n� 5 �( � < < n i� J GRAPHIC SCALE � �� � f i � �,�;1�i r''` i� STEPHENS r . ,� `�� r°'��'-� ` , � / � � � � �/ � 1 I '/ r '� `� �,_,,� j-� r i �!t rr���;�t l�t o��e I �. ,�" � /� ---r�'''��. >f�..,._,��-. 0 30 40 60 �( r � f �i i ( r C-L�' , �y '� O� Q i ` i r _'- �'' _ ?-. � � $�� /� � l r f � I f rf'r i t i������! 07-30-20 I O � � 4' t' ) .' ./ —�` ___-- � yf'� l �f ' 1 l��t'Ir�rirr rrrJ� ua�. � � 4 �.'r G I /i � ,, � .' / -"`'�- `--.`(II�FEET� � �! � i r � � �t,�l+tl���r j/�l r/ I = 20 � i � ii ,,_./ i� _--��------•_._ �'� �l�� �� ! � 1�r It �rr�Ir J'`�ir \ i� _ . _ _ _ _ STONE BERM TOP OF RAMP (SEE Generol Notes --..,,` DETAIL) '���` J � TYPICA� LAYOUT FOR STREAMS AND RIVERS �, � ORIENTATION WHEN INSTA��ED TO BE P�ACED DOWNSTREAM OF ANY EQUIPMENT WORKING IN THE WET � � RIVER Q � 2:1 SIDE SLOPE MAX �_� ATTACH LINES SHORE�INE � t—„ U TO SHACKLE `_\p� SI�T FENCE AT TOE OF SIDE � RAPID �-�� u� � ' �:-�` SLOPE (SEE DETAIL) _ ANCHOR PTS. P00� � � �i�i;�i j� �m..� WATER SURFACE 2 2 QCURTAIN ANCNOR (AS � O �.,,;i; , ° _ �� INSTA�L.STRAW Bn�ES AT TOE oF �RECOMMENDED 8Y OIL BOOMS � ACCESS RAMP WHEN NOT IN USE � `�� �\ \\ � O•� � THE MANUFACTURER) f � � "!'�I!II� :'i:�t ` (SEE APWA P�AN 121) �/�l/�- �/�/i�/��j�///�/ // ':-<K:. � .�\i>�' �.� MIN. 12' RAPID � � TEMPORARY EQUIPMENT ACCESS (TYPICAL) �] RI VERBED "�s D1J !� ,�,� �, �T01��nB00M°�TYPICA�� 4 �('� '�'� b`a' ' � ����� PLA`N VIEW�"= NTS o7 V J � t���a � � ������� �`�r� ����a�� FI�TER FABRIC ����61F�J�3�tl�1�-` �0��<��.:�,+ !�r'�i,'������� �[! � � � � MATERIAL SECURE�Y FASTENED TO 1NE APPROXIMATELY 8 TURBIDITY CURTAIN SECTION (TYPICA�) ,; Q � W POSTS OR IF USED THE INCHES OF FILTER i'"`�=�Fct'r'.�� �ry=��y�'����� ��_,�%p�,,��� ���:� �� I'i; ���� ���� ' h WIRE MESH FABftIC MATERIAL MUST NTS ��i'J '�� �� �� v EXTEND INTO A TRENCH „o � U AND 8E ANCHORED WITH /� COMPACTED BACKFILL ( , '�� ' MATERIAL -��1 �� �"� � -- �,'ir�. �"1 � t�� � � � �_ , � �,u a���o�.__ :.,��_�..��.:.__,_ _,. .�_�v,. _ . r A��o,�� u..1 WOOD POST ' (� � ��,__ _. . __ . . � RUNOFF 1/4 IN. TIE ROPE 5/8 IN. POLYPROPYLENE ROPE s��i �Flt � � `t� �./ (�g �,p�gp� � " � - � ' "� � � O � � G'�:_ a��5 Js_��to..--, .,_� ..,..,�v.., ., _.. _;.._,:: U,L:1"0dtl6�9��0 -- — —' _ _ _ �....� � 10 INCHES * FLOATATION -,. (MIN) FOLDS FOR COMPACT STORAGE _ APPROXIMATE � , 4—INCH BY (n � 4—INCH TftENCH 1" X 2" STAKE 1 t � / DEPTH ACCORDWG BINDWG WIRE STAKED AND ENTRENCHED tO � � � TO NEED OR TWINE ATTACHING TWO SILT FENCES �-1�4 IN. CHAIN 50 LB (APPROX.) STRAW BALE FILTERED COMPACTED SOII. TO 8 OZ NON—WOVEN FILTER FABRIC � RUNOFF �( ,�( PREVENT PIPING � � � ,�� �(� _ SEDIMENT LADEN = (BLOW—UP OF SHACK�E CONNECTION) ( '( ,,,,,,,,;,,;;,': RUNOFF � n � I —II—o �--�� '\�/\� � a ��� y, t.L_ � PLACE THE END POST `�/�/��/�i�%j,� �\���/�����/ W W —��OF THE SECOND � '..� � O FENCE INSIDE THE ENO SI�TMASTER II PROPERLY INSTALLED S1RAW O PoST oF THE FIRST DREDGE BARRIER NON-WOVEN DBNW eALE (CROSS-SECi1oN) '-- � � � FENCE BY PARKERSYS7EMS OR EQUIVA�ENT ROTATE BOTH POSTS AT APPROVED FOR �,I�LEAST 180 DEGREES IN 1. EXCAVATE THE TRENCH 2. PLACE AND STAKE STRAW BALES CONSTRUCTION A CLOCKWISE DIRECTION ANGLE FIRST STAKE TO CREATE A 71GHT .�� TOWARD PREVIOUS�Y DIRECl10N OF RUNOFF WATERS SEAL WITH THE FABRIC TU R B I D I TY C U R TAI N (TYP I C A L� �/�-�'�� � � LAID BALE � I MATERIA� NTS ' " � � _� � / / WEDGE LOOSE STRAW \`�`� !BETWEEN BALES � �`'`�DRIVE BOTH POSTS �LO�„ � No. Revision/Issue Date ABOUT 10 INCHES TYPICA� LAYOUTS . � INTO THE GROUNO «m�^m ^^^�^•^ " AND eURY FLAP STREAMS, PON�S, AND LAKES (PROTECTED AND NON-TIOA�) �� �, BALES MUST BE TIGHTLY �I V E R � �✓OODEN F ANCHOR PT. STREAM FLOW ABUTTING WITH No GAPS ,��".� '� ' ' ENCE POSTS `��. ..�.....�. Po..Bbz..2123 .......... ��_..�.. � 6 �N CENTeR FILTER FABRIC � STAKE OR ANCHOR �e,� 6lenwood 5pnngs,Co b I s02 � (4 oZ. NoN-WOVEN) SHORE�INE EVERY 10' (TYPICAL) \� l i o' .�� wwv+.RwerRcstorabon.org � �FI�L AREA C'ONSTRUCTION / * THIS DISTANCE IS VARIABLE Pmjeel tleme on0 AOOrcea SHORELINE TOWN OF VAIL TOE TREN H_���� /� TRUBIDITY �"`"�"""�" � ANCHOR�T. GORE CREEK CURTAIN FLOW `"�"'- BACKFIL� TRENCH FOR ADDITIONAL STRENGTH STRAW BALE (TYPICAL� FILTER FABRIC MATERIAL CAN 5 BE ATTACHED TO A 6-INCH (MAX) NTS �� MESH WIRE SCREEN WHICH HAS r,o;�c sn�e� BEEN FASTENED TO THE POSTS STEPIIENS SI�T FENCE (TYPICAL� �07-30-2010 �— � NTS � �e�� NTS �� TURBIDITY CURTAIN (TYPICAL) 3 NTS �� Generoi Nales Notes� 1. Contrnctor Shatl Use Att Nai:ural 100% Biodegradable �Approxir�ately � Erosian Control Blankets, Type 7, Type Z, Type 3. 200 Staptes Per � 8.0' Roll. g Q. 2, Stake Blnnket In Place, Cut Hotes Through The � �ayers, Then Dig The Ptanting Holes In The SoiL Staple Drawings Not To � �� � � Around Plnnt Every 1'. Scale 2.0' 2.0' 2.0' 2.0' � 3. Erosion Controt hinterial Must Be Ptnced Loosety ❑ver 8.0' Wide Z'S (�) G�^ow�d Surface. Do Not Stretch. Blnnket Shown ' � 4. Excnvate A 6' Wide Sy 6' Deep Trench Atong The Top x X x � J � �f The Stope. The Trench Shalt Run Along The Length ❑f �•5� � � The Instaltation. Staple Btanket Atong Bottoro ❑f Trench, Fitl With Cor�pacted Soil, ❑vertap Blanket Towards Toe ❑f " " " � W Slope, And Secure With Staptes Eve�^y Z'. . / Figure E � �! �������Y�� 1����� X x X � � SHIPLAP IN ,;`;;`.`�; Figure C � ����I� D�WNSTREAM i�`."::'r.-.' � � � DIRECTIDN ,-:r:,i.:'l;",.y x ��tl� I!"'ll�� 1�1���� � � "� "' tanket 4 � ( � 1 � s`�j� lv . � �"('� O � � a • Denotes Staple locntion ° Figure D- Plan Vlew V J n/ 0C9��o �� Figure F � � 1� � - �-.---^-°--�....___.��_-, `-- WILL�W STAKES Ground Surface " "' Btanket � � � � ❑R VEG PER � � PLANS 8.0' n � O �,� , � - ,4 i�� „�` 1.0'-�-1,O�1A�1.0'-�1.0�-1.0=�-lA'-�1.0' �� F s': i a. J' �._ � � � 9 F�� ti� Figure B/ _ ... . . _ . _�.. :;:,;... > � � U , ,yz _, �:..r. - � �s ���':"-CC:," Figure E Denotes Stapte Locntion _ � ' ( .,..... � .,�, ...,,�� " � : y��3t� ��d�' +��u��'��t--.:, � �' .....� Figure E— Ptan View � � ii" �u�a3�r�tl�'��� �1����'� �� Htnnket 3 O � � ��p, a `�'��.r��!1l9o-3����i���bG���3���. �'�;,f�� �fl � n g re D _ F� U W � O I n,.:;jut�Gv � � Hla ket i = _.,s , � \� — 6.0" 6.0' � � J t(1 V ) _ /"� � � ��� F(gure E yiC � iC `C �C �C � �C � �C � W W O ��r�`�r �C��° � l�J L � ( � 1'XI'X24" HARDWO�D STAKES 12.0' 6,0" � �-- � � °s�` -"'- "-�-""— - ' "`'"��"J'��r���� \j , THR�UGH ALL LAYERS OF \✓RAP �('� n �'/� L I C16` ❑.CJ 6.0' � V ) LL. � � � firr x, V 24" WRAP WITH SOIL � � �G�t.�:��oc ::�-,,�,.� �T �_.— :-� _ — _ APPROVED FOR ❑VERLAY FILTER FAHRIC i i �15,� Figure F- Profite View Figure E FROM BAI�K STRUCTURE 1.5• CONSTRUCTION ❑ULDER WALL ❑R ❑THER RIVER BANK STRUCTURE - Critical Point . No. Revision/ISSUe Date � Hlanket 1 � F�� 3oM rd;�'N wa;�e. ............ ... ._........ _ 3.0' ?., Blnnket 3 _ Htnnket s Btanket i Terminal End Criticnl Point �y �� � - �j V E R _ ,-� � ���� . ; Gi-ound Surfnce P.O:�Boz 2123 �� ���"' """��� Ground Surface y Ground Glenwood 5pnngs,Co 81602 �S'S.S').YS.YS. Surfctce www.RiverRestoradon.org Ground Surface Pmject Nome oM Mdren Figure B- Profile View Figure C- Cross Section View Flgure G- Critical Point Securing TOWN OF VAIL GORE CREEK 1 EROSION CONTRO� B�A�IKET (ECB) INSTAL�ATION �� NTS etojG1 STEPf1ENS ��"` �07-30-2010 �—� s��, NT5 _ . _ _ _ S1N ZQ S1N �3�b�S ZQ S1N ___ OIOZ-OE-LO � 'd�l ��'d�f2��1 �NO1SaNdS G 1N�W��d�d �0?�1N0� 3ab'�l� ?��(7�(108 � Q „>�� SN�Nd�1S,,,,�, J34�f108 lt/ 1H�I�J.b'a -r-�,, —= NId2�0 3lil „-b ---- -I I 1=1 I 1— ? ---I I I.__I I I-- e —3 �_� — 7=(1�=�I 1 General Notes 200 CFS WA7ER SURFACE � NOTE:STAKES SHOULD BE PLACED RANDOMLYAT O A RATE OF 2 HOLES PER SQUARE YARD.INSTALL 3 LIVE STAKES(WHERE POSSIBLE)PER HOLE. � 2'LiF1'OF MUtCH;HOID BACK 61NCHES FROM TRUNK � STAKES TO BE PIACED INTO GROUND PERPENDICULAR TO 7HE SLOPE IN A � i.SEE SPECtFICATiONS � PREDRILI.ED PILOT HOLE 2.Q1ffINGS SHALL BE COLl.ECTID WHILE DORlMM;WHEN 1HE LEAVES HAVE FALLET7,AND NIGtiTTEMPERAIURES ARE EROSION CAN7ROL BLANI�i;X-CUf;'NCK IN SIDE OF J R1EE�NG. B�B OR CONiAtNER;SEGURE 10'STAPLE i'O.G; LtGHTLY TAMPER BACIffILL = 3.COTTONWOOD CUITINGS SHALL BE�'TO 1�°IN FOR B&B: ROPES�THE TOP OF THE 8ALL � —i I(I I I I I DIAME'IH1,AND 2'hIINIMUM IN LENGiN. SHALL BE CUT. REMOVE TOP 1/3 OF � BURLAP. REMOVE TOP 1/3 OF BASKET A E 4.CU1'fINGSHALLBETAI�i'FROM'IHEBASEOFTHES�EMS. ALLTWINE. FORCONTAINER:REMOVE ' 150 CFS WATER SURFACE ��t�)I I a1TlHE BOITOMS AT A 45 DEG.ANGLE AND THE TOPS CANTqINER AND LOOSEN ROOTS StSGHTLY � ��` ���j-,� I—II I(—I �T� BY SCRATCHING SIDES OF ROOTHALL � � = I I I—I I I 5.CllTTINGS SHN1.BE SIRIPP�OF LEADERS,AND lAN6 BEFORE PLANfiNG. ����I((��, f ..-fi` '�-. �~�-y_� 8RAN61ES TO AVOID D(�SS DRYING. CREATE SAUCER W/TOPSOIL(3"MAX.) � I I I��) —i I�T"'I�- --"-�,•- . —I I I—) � DCCEPT IN DRIP IRRIGA7ED AREAS '�—. ' I ` �� � �I—)I I FORUPT0�24H URSBffOREPLAMlN6TEt1ANDSNADE � i Y i I `�)������=(j`i � ,.� �'�;�.r—�% �! � —�—, r�- z �f-4I!I=I I!�`t�I(�I (�'`-'(I i� � � 5 CFS WATERSURFACE —I I I�) �H ��F i I ��,ii� � �I(=I I I-=I I 4=I�I=I I i=I I.I= ��'' I—I I I 7.PU1M'7HECUTTINGSWIMTHQRBASESATORNFAR - _ ��� +� �-4 PLAMING DES OFHOLE PRIORTO '� ( (\ THE 200 ff5 WAT6t ELEVATtON. ° ar. 1- � " � \,-�.J O -i I I=--I I 1=111-1 I I—i I 1—!i i� I =1 I 1=i L� � T���,�-� N�(����� ��1=I I i—���—���.°��� 8.I 3 G H i L Y P A I N T T H E E%P O S E D C U i S O F 1 H E C�i f O N W00 U �j'��,- +�'�-.,�• �.. .�,�-+��!�I�T� DEP'M. IFBOVESRDCCAVATION OCCURS ER �('\ �� —11�=1 ��1=-���- UNDISTURBED SUBGRADE ��� _I�I_I ��`�50/50 MD(OF LATIX PAINTAND WAT8iT0 REESfABLISH DESIRED ELEVATION W1TH � �> > �-- / !�I I�I I I- �U�WA��� ��V-DIA.MIN. 95%COMPAGTED FlLL W � �—I I(=I 45�EG.ANGLE � � � ,� 1 WI�LOW STAIQNG 2 TREE POLE PLANTING 3 SHRUB PLANTING � (L. � Q � NTS �—a �°"�� MS .,i' �('� �-- U J Q Containerized Ripairan Shrubs: � z Z � pecies ommon ame ize �������� ����� � W � — 1 Po ulus an ustifolia narrowieaf cottonwood 1 �� ������ Z � � .� 1 Salix monticola Rock Mountain willow 1 ������ ��� ����� � W W 1 Salix e eriana Ge ers willow 1 Q I— �./ � 1 Salix drummondiana Drummonds willow 1 ���`����-r-� {— (� lL LL. 1 Salix drummondiana Drummonds willow �j APPROVED FOR 1 Salix lasiandra hi lash willow � ��������°� - � --- -�-� CONS7RUCTION 1 Salix lasiandra hi lash willow 5 3 Salix exigua coyote/streambankJsandbar willow 1 qt No. Revision,�=s�e oo�e 1 Inus incana ss . tenuifolia hinleaf alder 5 - , �,m� .a�;�e,no _ 2 Ribes inermiellacustra hitestem ooseber /s in currant 1 �� .�`�� ���` `�� � � �� ` �-� 2 Lonicera involucrata inberry honeysuckle 5 '. `� e x �"'��� �`�=i IvE R 2 Rosa woodsii oods rose 1 `;�' ,� ,'',�" ` ° ' ,��� .� � �� n4 :r _r•.° _ P.O:Boz 2123 ._. , __.. '- s . � i i Glenwood Spnngs,CO 81602 �>4 { . �_ .. ,1 , �. . , � .. . . www.WverRestorat�on.org taked Ri arian Shrubs `�e ��� P�,tt"'°�°°"°"°°R„ — f�ty pecies Common Name ize ' � � � rowN oF vAi� / , `�� 60RE CREEK 5 Po ulus an ustifolia narrowleaf cottonwood cuttin >; w 5 Salix monticola Rock Mountain willow cuttin 5 Salix geyeriana Geyers willow cutting 5 Salix drummondiana Drummonds willow cuttin P"'°"STEPIIENS ="`°` 8 Salix exi ua co ote/streambank/sandbar willow cuttin °°07-30-20I O �-� s�o�� NTS