The URL can be used to link to this page

Home My WebLink About20061666 Ver 1_401 Application_20061006Blackburn Consulting Engineering 234 East Main Street Clayton, NC 27520 Phone: (919) 553-2900 Fax: (919)553-7298 October 16, 2006 20061666 ~', r r is US Army Corps of Engineers NCDENR - DWQ Raleigh Regulatory Field Office Parkview Building 6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard Raleigh, NC 27615 Raleigh, NC 27604 Attn: Ms. Jean Manuel Attn: Mr, John Dorney RE: Nationwide permit 39, section 404, 401 water quality, and Riparian Rules. To Whom It May Concern: On behalf of Montclair, LLC, I am submitting an application for a wetland impact for a new subdivision road. Enclosed you will find an application with supporting maps, a copy of a USGS map of the area, a copy of the Wake county soil map, an agent authorization form from the owner, and a check for $200 for the 401 certification. This crossing is necessary for access to the property. Please contact me immediately if you have any questions or concerns with this application. Please note that the roads will have roadside ditches, and the storm water runoff is routed through level spreaders before release into the buffers. Enclosures: 1. Application 2. Wake county soil map 3. NCGS Quad map 4. Check for $200 payable to NC Division of Water Quality. Sincerely, ~a~eeeeeeeeeee®Qi Sean P. Hein, LS '®°°®®°~~~®~~S AD p~ •v~~~ 0 m c~a4`~ ~°9 ®~ ®f 1R 3~~~ ~ ~°~ ~. ~~ o~ ~m ~, ~ . ~ ~,~~ Eby. ~ ~® 5. Construction Plans ~ n~ ~O~~a4,t~A 1`r~ ~'~~,'~`°° ~~ ~ °n~b~s~~,~hee~ 6. Storm Calculations ~~ 0 tl ~"<~ ~ ~ ~,~o~ ,~ ~• '~` ~r ~.lAifl~ 7~„~ ~T ~~.. ~-r I~r=i.~E~~~E~ Office Use Only: Form Version March OS 20061666 USACE Action ID No. DWQ No. (lf any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing 1. Check all of the approval(s) requested for this project: ^ Section 404 Permit ^ Riparian or Watershed Buffer Rules ^ Section 10 Permit ^ Isolated Wetland Permit from DWQ X 401 Water Quality Certification ^ Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 39 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ^ 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ^ 5. If your project is located in any of North Carolina's twenty coastal counties (listed on a e 4), and the project is within a North Carolina Division of Coast Environmental Concern (see the top of page 2 for further details), ch ere: [ II. Applicant Information ~ ~ ~ ~ ~ ZOA6 1. Owner/Applicant Information ~~r~~ ~ t~'~`"}~~ ~n"cr, Name: Montclair, LLC Mailing Address: 8368 Six Forks Road #202 Raleigh, NC 27615 Telephone Number: 919-870-6639 Fax Number: 919-870-9923 E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Sean P. Hein Company Affiliation: Blackburn Consulting En ing Bering Mailing Address: 234 East Main Street Cla on, NC 27520 Telephone Number: 919-553-2900 Fax Number: 919-553-7298 E-mail Address: _ seanhein(a~yahoo.com Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Rosemoor Subdivision 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 0685.02-85-0083. 0685.02-59-2257 4. Location County: Wake Nearest Town: Fuquay-Varina Subdivision name (include phase/lot number): New Subdivision Directions to site (include road numbers/names, landmarks, etc.): From Fuquay, take hwy 42 east to Old Stated. Go South (rig_ht) to Bud Lipscomb. Go East (r, fight Property is on the North (right) just past Barbour Store Road.. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): See Detail Sheet °N °W 6. Property size (acres): 117.13 acres 7. Name of nearest receiving body of water: Un-named Tributary to Black Creek 8. River Basin: Neuse (Note -this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Vacant. Wooded Property Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: Grading & clearing for residential roads. standard clearing & grading equipment to be used 11. Explain the purpose of the proposed work: Property to be developed for single family subdivision IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. No other permits or requests known by designer or owner of this pro e~rty V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. Plans submitted are complete for this subdivision No other impacts planned or anticipated to This site or the individual lots shown. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: One permanent impact to an existing_ Wetland for a road crossing. Page 7 of 12 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain es/no Distance to Nearest Stream linear feet Area of Impact (acres) 1 Permanent Forested No 274 0.2929 Total Wetland Impact (acres) 3. List the total acreage (estimated) of all existing wetlands on the property: 0.2929 Acres 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acrea e, multi 1 len th X width, then divide b 43,560. Stream Impact Number indicate on ma Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before Im act Impact Length linear feet Area of Impact acres Total Stream Impact (by length and acreage) Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Site Number indicate on ma Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. Area of Impact acres Total Open Water Impact (acres) Page 8 of 12 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Im act (acres): Wetland Im act acres): 0.2929 O en Water Im act acres Total Im act to Waters of the U.S. (acres) Total Stream Im act (linear feet): 7. Isolated Waters Do any isolated waters exist on the property? ^ Yes X No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. Wetland Impact is necessarX for road crossing and access to property. All other wetlands have been avoided for andpossible impact. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. No proposed mitigation submitted with this application If mitigation is required Payment to NCEEP will be reauested at that time. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/vvt-p/index.ht~n. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): 0 Amount of buffer mitigation requested (square feet): 0 Amount of Riparian wetland mitigation requested (acres): 0 Amount ofNon-riparian wetland mitigation requested (acres): 0.2929 Amount of Coastal wetland mitigation requested (acres): 0 Page 10 of 12 IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ^ No X 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ^ No ^ 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^ X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ^ No X 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. * ( Impact I Required Zone ,~,,,,,,-o f o+~ Multiplier „,~a.......,... 1 3 (2 for Catawba) 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. XI. Stormwater (required by DWQ) Page 11 of 12 Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. This subdivision is limited to a total impervious limit of 15%. Additionally, level spreaders are desi iced at all the runoff outlets using 13' per cfs of a ten year storm, and all the roadside ditches will be vegetated. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. All lots will utilize individual, on-site sewage disposal in the form of design septic systems and XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ^ No X Is this anafter-the-fact permit application? Yes ^ No X XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ^ No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at htt~p://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This subdivision is limited by zoning and septic availability to the impacts enclosed and the plans provided. XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). No special Circumstances Requested. /~ 06 Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 Blackburn Consulting Engineering 234 East Main Street Clayton, NC 27520 Phone: (919) 553-2900 Fax: (919) 553-7298 Re Project: Rosemoor To Whom It May Concern: I, the current property owner, hereby designate and authorize Blackburn Consulting Engineering to act on my behalf as my agent in the processing of permits and applications, to furnish upon request supplemental information in support of permits and applications, ect. from this day forward. The 16TH day of October 2006. Tom Hankins Print Name _f N~ %~ °= ~v-~~ ~ i V' LLB ~~ .t • r, 64 ,� 1 ` A355� °site , \ \ ` /�""`� 41 \ t ��...JJJ • j 300 ack p . i i J lit \\ ' i � /t fv ... �/ �� ; r r ...� ,J �� , ,�'�` , r--• \,1, f��YB� ...�Z ` ^' �4L, t i �r ul � j✓7-� r ✓ J. / �+ ' ) ��0, !r•;Geolj r`��e Ik— 358 n4 - cF' i�� w (�(f ^,� � ,. -, l !t'. •-� / 1 '._}ll� ��J� .. L \ ~~ �_ � .\� ,\J 1, � y fra ,.�F. I a j,�4� f� .-/ / l� �� 'r'r�7 �\� '.»..t^� (i'l\,.., � ; 1( '`� �; � ��m' '33 • \ �L �., '. ( j 1 ,fie •,7 ?) 1 i `rr � Cern : �� 1�� i � r �;d �IiJ1 I � ° i' � (I � l Ir r-•,� � l f� { p '��..s� {i M" 300 \ 38 \S -. __ ~, ,,, f ~ , _ _f :(Joins sheef 99) 8r ~ ':: ~~ ~~. ~.~ ~ ~`" X03 WAKE COUNTY, NORTH CAROLINA - ~C ApD ApC2 «~ ~ j ~j -^„r !, ~ 1 °;~F'er .qPB~~ _~ Ap62 y ~ (7IIrB2 ~ ~`d`'~ 1 i ~ gi.y BLACKBURN CONSULTING ENGINEERING ,,,, 234 EAST MAIN STREET ~•°'~ CAR ''~. CLAYTON, NC 27520 ;'~ .•'' S S ~''•. ~ -'- 919 553-2900 919 553-7298 ~ :'o AL - Rosemoor ~ 9486 ~ z 4 ~ J ~ __ DRAINAGE AND EROSION CONTROL : / ''••......••~ '•~ .°' October 18 , 2006 ''~ .•°'° ~ ~~ ~ ~~ STORM PI PES PIPE DA C 125 25 SIZE IN HW/D H 100 1 23.73 0.35 8.19 68.0 Twin 42 SEE FLOOD STUDY 82.99 2 4.68 0.4 8.19 15.3 24 1.10 2.20 18.70 3 2.03 0.5 8.19 8.3 18 1.16 1.74 10.14 4 5.60 0.4 8.19 18.3 24 1.25 2.50 22.38 5 3.43 0.45 8.19 12.6 24 0.94 1.88 15.42 7 7.14 0.4 8.19 23.4 30 0.95 2.38 28.54 8 4.86 0.5 8.19 19.9 24 1.38 2.76 24.28 9 _ 0.86 0.5 8.19 3.5 18 0.70 1.05 4.30 -- --- --- ~- - - CL GRADE -- - -- _ _ 25 YEAR PIPE STATION SIZE (INl OR LOW INV IN INV OUT LENGTH GRADE BACKWATER 1 19+07 A) Twin 42 328.75 322.8 322.4 78 0.51 % 326.48 2 21+$2 A) 24 328.18 323.3 322.9 58 0.69% 325.9 3 27+29 A) _ _ 18 336.59 333.0 332.6 55 0.73% 335.1 4 30+64 (A) 24 329.40 324.5 324.1 59 0.68% 327.5 5 _ 34+84 A) 24 328.03 323.1 322.7 59 0.68°l0 325.3 7 11+79 (I) 30 315.79 311.2 310.8 __ 62 0.65°!0 313.6 8 11+54 (E) 24 318.53 313.6 313.2 _ _ 62 0.65% 316.4 9 10+28 (F) 18 326.00 322.5 322.1 55 0.73% _ 323.7 VELOCITY DISSIPATORS PIPE SLOPE SIZE (IN) 10 VELOCITY LENGTH WIDTH DEPTH IN STONE 1 0.51 % Twin 42 62.1 8.4 23 15 24 13" D50 2 -- ------ 3 4 5 7 8 0.69% - --- _ 0 73% 0.68% 0.68% 0.65% 0.65°l0 ~ 24 a - --- I 18 I 24 24 30 24 14.0 - - 7.6 16 7 11.5 21.3 18.2 7.0 _- 6.1 7.2 6.7 9.5 7 2 _ _ , 12 - 9 12 12 28 12 6 -- - 5 6 _ 6 11 6 _ 24 - - 24 24 24 24 24 13" D50 - - - - 13" D50 __ 13' D50 13" D50 13" D50 13" D50 9 0.73% 18 3.2 4.9 9 5 24 13" D50 SED__ AMEN N3AT B f S '- uH RE . V L IZE FLOW ~_ PROV, yOL TYPE DEPTH 2 0.66 6588 29x58x4 6728 WErR 100 100YR' ~ 1.33 2394 X36X4 1176 Custom 10 i4.6 0.39 5 4.68 8424 33x66x4 2592 Custom 12 2.4 0.19 2.03 3654 8712 Custom 5.3 0.28 6 5.60 22x44x4 3872 Custom 25 18.7 7 10080 32x64x5 16 0.40 3.43 6174 10240 Custom 8' 1 ~ 31 8 132 2376 28x56x4 6272 Custom 25 22.4 0.45 9 121 2178 20x40x3 2400 Custom 20 13.7 0.37 10 7 14 - 12852 19x40x3 2280 Custom 16 5.3 0.23 i 1 0.35 36x72x5 _ 12960 14 4.8 12 630 12x22x3 _ Custom 30 0.24 0.28 504 792 Custom ---~- 28.6 0.47 13 3,05 _ i2x22x3 ~_ 792 _ 10 1.4 5490 31x62x3 - C~~st-°m--_ 10 11 -,---013,__ 5766 Custom 0.11 LEVEL SPREADER 20 12.2 - 0.35 LS LOC_ ATION 10 srzE 1 "A" 18+50 LT 13.70 2 .,A" 22+00 L T 178 -----__ _ .___ 3 LOT 97 14.00 182 4 "A" 17+00 RT 7.60 99 5 LOT 92 3.66 48 6 LOT 67 4'95 64 7 LOT 73 2.10 27 -- - 8 LOT 72 7.74 101 9 LOT 39 2.46 32 -- 10 .,G,~ 2 03 0+ LT - 9.09 __ 118 - -._ 11 ~.G„ 23+00 RT 1.92 25 - - -- __. -- 12 2.28 30-~-- ~ - _ -----~- LOT 95 - - - - ---- 16.7 -~ --_ 13 LOT 93 -- 217 --- -- ------- ----- -----_ 11.5 - ------ ----___ _ 4 "A" 19+00 RT -_-4.99 - ___~- __ 50 --~ ------- 15 - - -- - ~ - -- -- -- _- _ -_ _- ---_____ - - --_5 LOT 22/23 -- ` - __ .15 ---- -- 119 - • DITCHE S 1=7.5 N=0.0 3 -_- ITC H S ATION DA C 10 SLOPE PROTECTIO N VELOCITY EPTH BUD LEFT 4+00-6+00 0 49 . 0.8 2.94 1.0% NONE 2 2 6+00-8+00 0.32 0.8 1.92 0.5% NONE . 1 5 0.61 8+00-10+00 0.15 0.8 0.90 1 4% NONE . 0.60 10+00-12+00 1 0 . 1.9 0.37 . 4 0.8 0.84 2.7% NONE 2 3 12+00-15+00 0.35 0.8 2.10 3.3% TEMP , 3 2 0.31 BUD RIGH T 4+00-6+00 0.61 0.8 3.66 1 0% NONE . 0.43 6+00-8+00 0.46 0.8 2.76 . 0.5% NONE 2.3 1 7 0.67 8+00-10+00 0.29 0.8 1.74 1 4% NONE . 0.69 10+00-12+00 0 34 . 2.2 0.47 . 0.75 1.91 2.7% TEMP 2 9 12+00-15+00 1.65 0.65 8.04 3.3% PERM 4 4 0.44 A LEFT 11+50-14+00 0.72 0.7 3.78 4 2% PERM . 0 72 14+00-16+00 _ 1.47 0.6 6.62 _ . 5.4% PERM 4.0 5 1 0.52 16+00-17+50 2.70 0.55 _ _ 11.14 -- • /o ° PERM . 6 1 0.61 17+50-19+00 3.66 0.5 13.73 2.0% ~ PERM _ . ~ 4 2 0 72 27+25-28+00 0.05 0.8 0.30 1.0% NONE . 13 0.97 28+00-29+50 0.10 0.8 - 0.60 - o --- 4.6 /o ------- _ TEMP _ 2 6 - 0.26 - - - 29+50-30+60 0.20 0.8 _ 1.20 __ 7.0% TEMP . 0.26 30+60-32+50 0 13 O g - 3.7 0.31 A R . , 0,78 ° 3.0 /o NONE 2 4 IGHT 11+50-14+00 0.33 0•$ 1.98 0 4 2 /o TEMP . 0.31 14+00-16+00 0.49 0.8 2.94 . 5.4% PERM 3.4 4 1 0.41 16+00-17+50 0.61 0.8 3.66 6.3% _ PERM . 4 7 0.45 ___ 17+50-19+00 0.73 0.8 4.38 _ 2.0% TEMP 3 2 0.48 ~_ 19+00-20+50 1,33 0.5 4.99 3.0% TEMP - 3 8 0.63 _ 20+50-22+00 1.16 0.5 4.35 _ 3.0% TEMP . _ 0.61 22+00-24+00 3,52 0.4 10.56 4.1 % PERM 5 2 0.58 24+00-26+00 1 61 0 5 . 0.77 . . 6.04 4.1 % PERM 26+00-27+25 0 72 4.5 0.62 . 0.5 2.70 1.0% NONE 2 2 27+25-29+00 1.30 0.5 4.88 1.0% TEMP . 2 5 0.60 29+00-30+50 2.12 0.4 6.36 0 5.0% PERM . 4 9 0.75 30+50-32+10 1.28 0.5 4.80 4.0% PERM _ . ~ 4 2 0.61 32+10-35+00 2.19 0.5 8.21 1.0% _ TEMP . ~ 2 9 0.57 _ 35+00-37+20 - 1.24 - 0.5 ~ _ 4.65 4,9% PERM 4 5 0.91 - B LEFT ---- _ 10+00-11+25 -- -.~ 0.24 - r 0 - 8 --- -`- 1 44 - ° - - 5 0 /o I -- - -- TEMP - 0.55 ~- - RIGHT 11+25-12+80 _ '' 0+00-11+25 - 0.17 __ 0 59 - -- - - - -I 0.8 -- 0 65 _ _ -- ~ 1 02 - - 2 8 . - -- 3.4% - TEMP - 3.4 ~ 0.35 -- _- - __-- 2.7 0.33 --- ~ _ -- - 11+25-12+80 . - - 0.52 . - 0 6 8 2 34 - 5.0% PERM _ - - ~ - --- 4.0 0.45 -- { - -- C LEFT 10+00-11+50 _ _ 0.15 . _ 0.8 . 0 90 3.4% ~ TEMP _ - 5 0% I ~ - --- __ _ 0.45 _ - _ --_- --- 11+50-12+50 0.06 0 8 . 0 36 _ . _ _ TEMP - - 3 0 - --- -- --- - 0 29 C RIGHT 10+00-11+50 0.37 . 0 7 . 1 94 7.3% TEMP ° ~ - 5 0 / _ 2.8 ___ 0.20 _ _ _~-_ _ LEFT 11+50-12+5p _ 0+00-11-50 _ 0.14 .32 0.7 0 5 . 0.74 4 95 . o TEMP __. __ _ - - 7.3% _ TEMP_ _ 3.6 0.39 -- - 3.2 0.25 -- _ _ _ _ . . 2.5% TEMP _ --- 3 6 - -- 11+50-13+00 3+00 --- 0.47 - __ 0.6 .12_ -- --- ° - 5.5 /o TEMP _ - . , 0.63 -- -- 3 ~ -- 40 -_ 0 - _ -14+00 - - - 0.09 - - 0.8 -- 0.54 1.5% --~ NONE . 1 7 - ___ --- --- -- - -- 14+00-15+00 - -- 0.08 -- 0.8 _ _ 0.48 -- -1.0% - _. - NONE i_ 0.29 14 , - 15+00-16+00 - 0.24 - 0.75 --- _4 1.35 __ _ - 5.3% TEMP i 0.32 I -- 3 4 - - -- _ 16+00-17+00 0.51 _ _ 0.7 ~ _ 2.68 _ 3.0% - _.- TEMP ` . _ _ 0.34 -- 3 3 ~ _- -- - - -- 17+00-19+00 0.65 0.75 _ 3 66 2 3% -- . 0.49 -- - --- --- +00 - - . ----- _ . TEMP 3.2 0 58 - -21+00 21+00-23+40_ 23+40-24+50 _ 0.79 ~ 0.15 __ 0.20 0.8 0.8 0.8 _ 4.74 0.90 - -- 1.20 2.3% - - --- 1.0% -- 1.0% - _-- TEMP 3.4 NONE ~ _ 1.6 -- -- - ONE 1 8 . _ __ 0.63 -_- _ --_- 0.40 - - 24+50-25+50 0.13 0.8 0.78 - ° 2 O % . _ NO - 0.44 D RIGHT 12+50-14+00 0.11 - - _- 0.8 - _ . 0.66 -- . o 2.5 /o ~ NE 2.1 NONE 2 2 0.33 _ -_..__ - --~- -- 14+00-15+50 0.12 0.8 0 72 -- 1 0% _ . _. _. N 0.30 ------ 15+50-17+00 0.09 0.8 . 0.54 . -i-- • /o ONE 1.5 -_ -- ----------- NONE 2 1 0.36 --- ----- 17+00-19+00 0.56 ~ _ 0.7 2,94 - - _-___ 2.3% . TEMP - 3 0 0.26 -------- - --- ----- 19+00-21 +00 .14 0 6 - -~ - 5 13 ' - . 0.53 _.. _ _ - -- 2 - _ ~ . - . _ _ _ 2.3% ~ TEMP 3 5 0 65 _ -- 1+00-23+40_ 1.86 _0.5 6.98 _1.0% - TEMP . - 2 7 . _ - __ - -- 23+40-24+50 0.25 0.8 - 1.50 _ - 1.0% - - - NONE . - -- 1 9 0.85 -- ~ -- 24+50-25+50 0.14 0.8 0.84 2,0% NONE . 2 1 0.48 . 0.33 E LEFT 10+00-11+50 1.43 0 8 11+50_12+50 1.46 . 0.4 8.58 4 38 2.4% 0 PERM 4.0 0 78 12+50_73+50 0.84 0.5 . 3 15 4.9 /o PERM 4.4 . 0 53 13+50-15+15 0.45 0.6 . 03 2 4.9% PERM 4.1 . 0 47 15+15-76+00 0.26 0.5 . 0 98 3.0% TEMP 3.0 . 0 44 16+00-77+p0 0.51 0,5 . 1 91 3.0% TEMP 2.5 . 0 34 17+00-19+00 1.11 - 0.7 . 5 $3 3.8% TEMP 3.3 . 0 41 E RIGHT 19+00-21+00 10+00-11+50 _ 1.29 0.8 _ . -- T74_ 2.4% - 2.4% TEMP TEMP 3.6 . 0.68 15+15-16+00 0,12 0.05 0.8 0 8 0.72 _ 2.4% NONE _ 3.9 2 1 i 0.75 --~ 16+00-77+00 0.11 . 0'8 0.30 0 66 3.0% NONE . i.9 0.31 0 21 17+00-19+00 0.24 0.8 . 1 44 3.8% TEMP 2.5 . 0 28 F LEFT 19+p0-21+Op 10+00-11+40 0.41 0.8 . 2.46 2.4% 2.4% TEMP TEMP 2.6 . 0.40 _ F RIGHT 10+00-11+40 0.35 0 12 0.5 1.31 3.2% TEMP 2.9 2 8 0.49 G LEFT 10+00-12+00 . 0.66 0.8 0 5 0.72 3.2% NONE . 2 4 0.37 12+00-14+00 0.94 . 0.6 2.48 4 23 1.0% NONE . 2.1 0.29 0 58 14+00-16+00 1.09 0.7 ' 5 72 7.7% TEMP 2.9 . 0 64 16+00-17+50 0.21 0.8 . 1 26 1.7% TEMP 3.2 . 0 72 17+50-19+15 0.11 0,8 . 0 66 1.1 % NONE 1.9 . 0 44 19+15-20+QO 0.05 0.8 . 0 30 7.1% NONE 1.6 . - 0 35 20+00-21 +pp 0.12 0.8 , 0 72 3.0% NONE 1.9 . 0 21 21+00-22+00 0.19 0.8 . 1 14 6.0% TEMP 3.0 . _-------_,-_-- 0 26 G RIGHT 22+00-23+50 10+00-12+00 0.32 0.8 . 1.92 6.5% 6.5% TEMP PERM 3.5 . 0.30 12+00-14+00 1.2B 2.06 0'4 0 4 3.78 1.0% _ NONE 4.0 2 4 0.37 ____` 14+00-16+•00 _ - 2.69 - , 0.4 6.18 8 07 1 7 / _ TEMP __ . _ _ 3.3 0.72 ----` ---- 0 79 16+00-18+35 --------_ - 0.36 --__ 0.7 . - 1 89 1.7% ~ --- TEMP -- 3.6 . 87 - 0 18+35-19+15 _ 0.06 -_ -- 0.8 . -- - - 0 36 1.1 % _ - _. _ NONE 2.0 . 5 - 19+15-20+pp 0.12 _ 0.8 . _--- 0 72 1.1% NONE 1.4 -- ~ 29 20+00-21+Op 0.19 0.8 . 14 1 3A% NONE _ 2.3 - • ~~ 0 29 21+Q0_22+00 0.26 0,8 . 1 56 6.0% TEMP 3.4 . 0 31 H LEFT 22+00-23+50 10+00-11+50 0.38 p, g . 2.28 6.5% 6.5% TEMP PERM 3.8 . 0.34 ~- - 11+50-12+50 0.10 p.18 0.8 08 0.60 1.0% NONE 4,2 1 5 0.40 _ 12+50-13+25 0.23 0.8 1'08 1 38 3.0% TEMP . 2.6 0.34 0 35 _-- -- 13+25-14+00 0.28 O,g . 1 6$ 4.4% TEMP 3.2 . 0 35 --- 74+00-75+00 _ 0.06 0.8 . 0 36 __ 4.4% TEMP 3.3 . -- 0 38 „_ 15+00-16+00 _ _ 0.23 0.7 . 1 21 4.4% NONE 2.3 . 21 -- --- 0 16+00-17+00 0.50 0.6 . 2 25 4 4.4% TEMP __ -3~1 . -- _ ~-- 0 33 ,_ 17+00-18+00 0.78 0.5 . 2 93 3.3% TEMP _ 3.2- . 0 45 --- RIGHT 18+00-19+50 , _ 1010+00 +1 501 +1 501 - 1.28 __ 0.4 - . - 3.84 3.0% 3.0% TEMP _ TEMP -- - - - . _ 3.3 . ----- 0.50 ___- +50-12+50 ~ 0.10 0.17 0.8 0 8 0.60 __ -- 1.0% __ __ NONE 3.6 1 5 -_-- 0.55 _ _ __- 12+50-13+25 _ -- -- - - 0.22 . 0.8 -_ - 1.02 32 - 1 3.0% - o --- - __ TEMP . --___ _ 2.5 ---0.34 - - --- 0 34 13+25-74+00 -- - -- 8 - - 0.8 . - 1 68 4.4 /o TEMP - - -._ 3.1 . -- - 0 35 - -- i . 14+00-15+00 -- r.- _ 15+00-16+00 _- __ __ 0.35 - _ - - 0.8 . --- - 2.10 _ 4.4% __ -_j 4.4% ~ TEMP TEMP _ 3.3 ---- --_ - . __ -- 0.38 --_ - _ - --- _ ~ ---- 16+00-17+p0 _ 0.43 ~ 0.50 0.8 - 0 8 -- 2.58 - - -_ 4.4% _ -- - --- TEMP - 3.5 _ -- - - _0_ 41 ' --- 17+00-18+00 I -_ ~-- 0.57 . - ---- i 0.8 3.00 - --~ 3 42 ° 3.3 /o __ -- TEMP- ~ _-- ~ _ - i _ 3 5 I _0.45 -- _ 0 50 - LEFT _ 18+00-19+50 0+00-11 +50 0.74 I _ _ 1- 0-$_ _ - - - 1 __ -- I - ~ 3 0% -- - 3.0 % TEMP - TEMP _. 3.5 i _ . - -- 0.53 - - - t --- - - -`~-- ~ 1+50-11+75 0.73 --- 11 _ 1 0.6 _ -- -- 3.29 ~ 0 _ 1.0 /o - NONE 3 7 -__ -- 2 3 0.58 _- ------__ 71+75-72+00 . -- 1.36 0.5 0 5 4.16 -- - -_ 16.0% - _ -- - PERM i - . _ .8 064 --- --= - 0 42 ~1 RIGHT 12+00-13+30 0.93 . 0.5 5.10 3.49 16.0% 2 6% _ PERM ___ - 7.2 . --- 0.45 -- 10+00-11+50 0.09 0.8 0 54 . TEMP 3.3 - ----_.._.-- 0 55 71+50-11+75 0.13 0.8 . 0 78 1.0% NONE 1.4 . 0 32 1 i+75-12+00 0.15 0.8 . 90 0 16.0% PERM 4.5 . - 0 23 _ OUTFALIS 12+00-13+30_ LOT 101 0.13 - - - 0'8 _ . 0.78 16.0% 2.6% PERM NONE 4.6 . -- 0.24 _-_ - ____~ _ LO 99T /7/7 8 4.68 2.03 0.4 0 5 14.04 - ° 6.0 /o _ _ PERM 2.3 6 4 - 0.32 - - ---- -- _ LOT 94/95 _ -- 5.93 . ,- 0 4 7.61 --- -____ 17 79 11.0% _ -- PERM __ . 6.9 -` 0.79 -`--- 0 56 LOT 93 _ LOT 91/92 - --- 3.43 _ 0.45__- - - . - - 11.58 4.9% --- 0 7.2 /o PERM --- PERM 6.3 --- ___ --- - . 0.90 - - - --- --- LOT 68 1.32 4.86 0.5 0 5 4.95 _ ___ _ 7.6% _ PERM 6.5 5 8 0.77 ~ - . 18.23 0 5.1 /o PERM . 6 4 0.59 . 0.90 LOT 73/74 1.29 0.8 7.74 5.2% PERM 5.2 0.65 LOT 71/72 0.41 0.8 2.46 12.8% PERM 5.5 0.36 LOT 67/68 0.35 0.8 2.10 8.5% PERM 4.5 0.36 LOT 63 2.11 0.6 9.50 4.4% PERM 5.2 0.73 LOT 53/54 2.83 0.5 10.61 3.3% PERM 4.8 0.80 LOT 49 4.68 0.4 14.04 3.4% PERM 5.2 0.88 LOT 43/44 17.35 0.4 52.05 4.0% PERM 7.6 1.40 LOT 39/40 2.02 0.6 9.09 4.6% PERM 5.2 0.71 LOT 22/23 3.05 0.4 9.15 9.4% PERM 7.0 0.66 68Zl,-699 (8i8) Xtlal OQBZ-699 (8i8) tlNPIO~itlD HStION ~.LNRO~ ~IYY 'dIIiSNYAt 83~I0 3'IQQD4 s ~~ ~z xoisrntagns ~oo~so~ o $ ~ ~ ~ ~ ~ .~ fl~~a~ ~~oa ~~ue avr~ ~rar~ ~ ~ ~~~ ~ ~ ~ ~ ~ o