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HomeMy WebLinkAbout20230867 Ver 1_Rankin_Final specs_20230609Rankin Farm Stream Stabilization Project Garren Creek Specifications, Drawings, and Details Buncombe County, North Carolina July 2022 A roved : J . pp b Date: 7/26/2022 Y Landowner Guidance for Contracting Stream Projects Certain issues can arise when contracting a stream stabilization project that normally do not arise with more common construction contracts such as building construction or earth moving projects. With most common projects, there is a high degree of certainty that the project will be installed exactly as shown on the drawings and with the quantity of materials estimated. This means that contractors can bid on the job with a fixed dollar amount and should not be surprised by unforeseen changes, difficulties, or additional materials required to complete the job properly. If a contract awarded at a fixed amount encounters unforeseen issues during construction, problems with the contractor can occur since these issues can cost the contractor large amounts of money which will lower their profit margin. While engineering plans are carefully prepared to show the expected extent of work, stream stabilization projects are sometimes not installed exactly as shown on the plans. Constructing stream projects is unique in that work is being done on a dynamic system where previously unknown complications are commonly found only after construction has begun. It is not uncommon during construction for the construction supervisor (NRCS or SWCD personnel) to determine the need to deviate slightly from the engineering plans. Other factors can impact the time it takes or the amount of materials required to complete a project. A few examples follow: • In -stream structure installation has a downstream effect causing a need for an additional structure not shown in the plans, or making it possible to omit a downstream structure • Availability of suitable construction materials may necessitate a change of plans • Equipment operator inexperience or equipment inadequacies can greatly increase the time required to finish a project • Stream bed properties such as previously unidentified bedrock seams or deep unconsolidated stream bed material may decrease or increase required materials • Large storm events and high flows that happen during construction can have negative effects that must be repaired All deviations from the plans affect the installation cost of the project making it either more or less expensive. Material quantities, such as boulders for in -stream structures, are very difficult to estimate accurately. The relative time required to complete a project varies greatly from project to project. These factors make it difficult for both the contractor and the engineer to predict the cost of installation. Also, there are only a limited number of contractors that have experience with multiple stream projects so many may underbid a project when bidding total cost. When the cost of installation turns out to be more than a contractor expects, problems can occur especially if the contractor is being paid a fixed amount for project completion. For stream stabilization projects several hundred feet or more long and requiring multiple in -stream structures, it is recommended that the landowner contract the job with provisions to accommodate payment for changes to the plans or unexpected material expenses. It can be problematic to try to work out costs for these issues once construction is underway. There are various ways to set up your contract to avoid problems during construction. Work with your contractor to come to good terms on how to set up the contract so that unexpected issues can be easily resolved. And contact your NRCS or SWCD representative for advice. o N R C S Q w( m I UlO 0 0 o i �W n o I orn 00 u, 3 o' R °7n -0 3 :3 �rago 6^., O CAD moo o — ✓r Q I 0o n - CD wCD `° 00— I 3 CD .--r CD ��• IN - CD I rt 0- n_ CD n 6 ¢ 0 P o � O I77 0 ° �a U o CD t ^ a 2 ¢+ j N m I— —n n Ort rt rt aw s � O CD 3 _ a n ❑ cr o to n CD 3. CD I � • w �f I nom _0cx w —0 � z o n < o a vo I <nn s y Un7 (n dN wr s cn `� cnomcn�m �, o fD : o- CQ CD x O X. N am �m rt rn o CT CD z� m 7 o rr x � 'o _ n o C_ o �zy �m nBcn o CD CT C o �� n o a� �o < n- m ZTcm= 6 a-o0330 °O� m N 3 cD =� O N —o C C : in o a O 3 n-_+ (n o �n C w err O :T N rt rtM-0 O o O n o CDl< 3 C —3 < — D- �� in u (D n_ -c < 0 C �nC°�, o CD O nj�—Arn 0 ono co vo3 °00(DVCDi �Q °c�i —� co vn� zy CD c 3 CD . 7 '� n o fi rt C) I p : O 0- C n3h O —I g co i — O C 0- rno��n3 CD 11J 0 n_ CD rt 3 r-r n n_-o CD T. :3 ac 0-0 C, (D 0 0-(D _0 0 OOn n o 0 C� O —00 �rn O O tCD c � o u, —n J J rt C S n CCDD � = �71 N No O -o omen CD �� � oOL CDc Cn — _ o coCA -- — z OL � o c G� y71 myCD c� mm Streamside Herbaceous Vegetation Specifications The work shall consist of preparing the area, furnishing and placing seed, sprigs, sod mats, mulch, fertilizer, inoculate, soil amendments and anchoring mulch in the designated areas as specified; streambanks, access areas and other areas disturbed by construction activities. Seedbed Preparation On sites where equipment can be operated safely the seedbed shall be adequately loosened and smoothed. Disking or cultipacking or both may be necessary. On sites where equipment cannot operate safely, the seedbed shall be prepared by hand scarifying to provide a roughened surface so that seed will stay in place. If seeding is done immediately following construction, seedbed preparation may not be required except on compacted, polished or freshly cut areas. Fertilizing Evenly distribute lime and fertilizer over the area to be seeded. Uniformly mix lime and fertilizer into the top 3 inches of the soil. Where surface materials are predominately gravel and/or cobble, no incorporation is required. Apply lime and fertilizer according to soil test results or at the following rates. Per 1000 sq. ft. Per Acre Lime 50-100 lbs. 1-2 tons 10-10-10 Fertilizer 9-12 lbs. 4-500 lbs. Sod Mats Strip and stockpile mats of existing desirable herbaceous vegetation. Insure that several inches of sod remains attached to the vegetation. The root systems must remain moist while the vegetation is stockpiled. Place the mats on the lower bank slopes and anchor in place. Seeding Temporary Seeding - Use where needed for erosion and pollution control, when permanent vegetation cannot be established due to planting season and where temporary ground cover is needed to allow native or woody vegetation to become established. Fall, Winter, Spring Seeding Per 1000 sq. ft. Per Acre Oats 2 lbs. 3 bu. Wheat 2 lbs. 3 bu. Summer Seeding Sudangrass 1 lb. 35-45 lbs. Browntop Millet 1 lb. 30-40 lbs. Permanent Seeding — Use in combination with woody plantings on the upslope side of the riparian planting. Spring planting time is ideal for native perennial warm season grasses. These grasses should be used when enhancing wildlife habitat is a goal of the riparian planting. Spring planted seed should be treated with a cold wet chill process to maximize germination. Fall plantings should be planted with a lightly sowed cool season annual to hold the soil and do not need the wet chill process. To improve wildlife habitat existing stands of fescue can be killed using an appropriate herbicide and warm season grasses can be no -till planted into the sod. Omit fertilizer when establishing native grasses, fertilizer can be applied the second year to improve the stand. Fall, Spring Seeding Rye Grain Red Clover Black Eyed Susan -Native warm season grasses - Big, Little or Broomsedge Bluestein Eastern Gamma Grass or Switchgrass Per 1000 sq. ft. Per Acre 1 lb. 50 lbs. 1/4 lb. 10 lbs. 1-2 lbs. 0.2 lbs. PLS (pure live seed) 5 lbs. PLS 0.5 lb. PLS 10 lbs. PLS Mulching Mulching should be performed within 48 hours of seeding. Grain straw mulch should be applied on seeded areas at a rate of 3 bales per 1000 square feet or 1.5 tons per acre. Apply mulch uniformly. Anchor mulch with a mulch crimper, asphalt tackifier or appropriate mulch netting. Streamside Woody Vegetation Establishment This work consist of securing and planting permanent woody vegetation using rooted stock, unrooted stock and on site transplants. Care and Handling Planting stock should be stored in a cool moist environment or heeled in. Roots of bareroot stock shall be kept moist during planting operations. Container or potted stock shall be kept moist at all times. The root balls of transplanted stock must be kept moist. Site Preparation Desirable trees and shrubs on the construction site should be dug and stored. On recently graded sites use temporary seedings, anchored mulch or erosion control fabrics to provide surface protection until woody vegetation becomes established. Sod may be killed by non -selective herbicides the year previous to planting stock (follow all federal, state and local regulations in the use of herbicides). When hand planting; scalp an area at least 3 feet in diameter and 2-4 inches deep. Place plant in the center of the scalped area. On sites where equipment cannot be operated safely and there are concerns about potential erosion use a non -selective herbicide to kill vegetation in a 36 inch wide circle or 36 inch wide strip and plant in the center of the killed vegetation. If the site is a row crop site, reasonably free of weeds, plant stock in the stubble without prior preparation. Sites with undesirable brush will need initial treatments to facilitate planting and follow-up treatments to prevent reencroachment. Planting Transplants should be replanted to the same depth they were originally growing. Plant rooted stock in a vertical position with the root collar approximately '/2 inch below the soil surface. The planting trench or hole must be deep enough and wide enough to permit roots to spread out and down without J-rooting. Insert dormant cuttings to the depth required to reach adequate soil moisture, leaving 2 to 3 buds above ground. After planting pack soil around each plant firmly to remove air pockets. Plant List Plant Types/ Mature Height Shrubs, less than 10 Feet in height Shrubs and trees from 10 to 25 feet in height Trees greater than 25 Feet in height Plant to Plant Spacing Plant List # Per Acre #Per 1000 Sa. Ft. 3 to 6 feet *Buttonbush, *#`Bankers' Dwarf Willow 1210-4840 *Elderberry, Highbush Blueberry, 28-110 Hazelnut 6 to 8 feet Alder, Deciduous Holly, Crabapple, 680-1742 Red Chokeberry, *Silky Dogwood, 15-28 *Silky Willow, Spicebush, *#`Streamco' Willow, Serviceberry, Washington Hawthorne, Witch Hazel 8 to 12 feet Black Cherry, *Black Willow, 302-680 Green Ash, Red Maple, River Birch 7-15 Sycamore, Yellow Poplar, Black Walnut Persimmon NOTES: * = Plants suitable for use as dormant cuttings, space cuttings 1.5-2.5 feet apart, 160- 445 cuttings per 1000 sq. ft. or 6970-19360 cuttings per acre; 9 = Non-native plants; Plants listed in bold have wildlife value