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Home My WebLink About009-81 Potomac Edison Site Plan - Shawnee Dist.-Substation - Backfile,TxEbrritk (Conntll 49cyar#mrn# of Planning anb Ef1Elo�tiiiYii JOHN RILEY PLANNING DIRECTOR JOHN T. P. HORNE DEPUTY DIRECTOR July 8, 1981 Potomac Edison c/o Jack Dickinson Downsville Pike Hagerstown, Maryland 21740 Dear Mr. Dickinson: P. O. Box 601 9 COURT SQUARE WINCHESTER, VIRGINIA 22601 This letter is to confirm the Frederick County Planning Commission's action at their meeting of July 1, 1981. Approval of Site Plan Request No. 009-81 of Potomac Edison Company to construct an electric substation and entrance road on approximately 3.5 acres. If you have any questions, please do not hesitate to contact this office. Sincerely, John R. Riley Director JRR/rsa 703/662-4532 SITE PLAN #F009-81 Potomac Edison Company Zoned A-2, Agricultural, General T(1(`AMT(W. North side of Route 50 East, approximately 1/4 mile west of the Route 50 - Route 655 intersection MAGISTERIAL DISTRICT: Shawnee Magisterial District ADJACENT LAND USE AND ZONING: Agricultural and open space land use and agricultural zoning. PROPOSED USE AND IMPROVEMENTS: Construct an electric substation and entrance road on approximately 3.5 acres. REVIEW EVALUATIONS: Virginia Dept. of Highways and Transportation - No objection. Department of Inspections - This structure shall comply with Use Group F, Section 205.0. Stuctures to house low hazard industrial processes including production and distribution of electric power. Other comments will be noted at the time of plan review. Planning & Development - No objection. STAFF RECOMMENDATIONS: Approval oo9-8► -� � /530, Sl�,NT _MP AR s OiSrgNC� RG \ O+oO AUx w. bOUNO LANE "11.5. F2TE So C N O OD I SUFRSTAo TEL E "/_\c 5 ROAD N 38° �35 �- 3 III 2 J 5+ro2Z.- 6 6 5 -- P ►� I �' �30 \ CURVE NO. 6 ; 14Z629'18" / I 1 R = 200' 540 v :ti0. 47 r o' �r NOTE. RIP- RAP OUT Oo �/ s• J I o`P+ a w rl c'l Ig' cM P 5TA, 2+i5 = 3 I I (�� Qk INLET 51A Z+95 AUX N , Vr CURVE NO. R = 20016 �II� 1 Q = 3►° 52`50' T r OF CUT �r O I I 6411! 1 ;, (/ �% O /_� ` 7- _ Z ` III Y II �I I1 } K of 9 - r I cluPWE NO. 3 L _ �5.30' 1 u� T Z Co. G,3 a ' I•E,'i Le, i VA g3S �E 0 AUx It- -,0UN O LANE = PTE SO E�� KO AO IV38024" �ti� 45�•w ER �3.00 , \� �:UFZVE NO. I ` V� = ZOO' T = Co5.-71 N-50Z2'24.. RIP -RAP CUTLET \ S�� f^ 14 GREENWOOD SUBSTATION 8 cl O � .� '3."' ( \ i • c M '\ s / !J rl V ., � : fir, R._ - - - VICINITY PLAN 0 2000 4000 6000 REPRODUCED FROPq U.S.G.S. MAP, WINCHESTER. VA. REFERENCES: MS 2400-6 SPECIFICATIONS FOR EROSION CONTROL AND LAND- SCAPING - CROWN VETCH SEEDING MS 2400-7 SPECIFICATIONS FOR EROSION CONTROL AND LAND- SCAPING - BERM AND SLOPE TYPE SEEDING I'S 2400-1-133 SPECIFICATIONS FOR SS AND ACCESS ROAD GRADING NOTE 1 MINIMUM HEIGHT OF COVER FOR C.M.P. UNDER TRAVELED PORTION OF ENTRANCE ROAD SHALL NOT BE LESS THAN � r DISTRIBUTION SUPPORT STRUCTURES 3 I J ' f GOtJCRETE-TRA'NSF0RMCR PADS --- - --K - I` M ETAL t- CONTROL 0 3 V- - I I ! 7RAtJSMISSION SUPPORT =STRUCTURES I / J V h C LLJ ^n o ��. NOTE RIP -RAP "'UTI 18' CM/ 5TA, 2+-75 INLET 51A Z+95 AUX r CURVE NO.Z R = ZUO' 2 a' 57. 12' r + * J& J. F a 1 CURVE NO. 5 J ' ' - L 95.30' T 5G. (o9' VA B 3 M ETAL -•— CONTROL � � �r cr' -- �6UILDING ID 7 7 t Q \ A 3 ;,en ,Sb oS5 s vA. 839 \ 3• �`o S-T ONE p � � � �� 6' 9 \� ..9F` P. J+CEO I.P T. is M CORNER EL. GB-1._14 (w OAK SNAG,) VA 540 AP CUTLET is 1,:E4.L.�:. s. �-.` ,�'✓'• �,—.111 ' 0 � < GREENWOODter: \i��' " SUBSTATION - - OW 7 VICINITY PLAN 0 2000 4000 6000 REPRODUCED FROM U.S.G.S. MAP, WINCHESTER. VA REFERENCES: MS 2400-6 SPECIFICATIONS FOR EROSION CONTROL AND LAND- SCAPING - CROWN VETCH SEEDING MS 2400-7 SPECIFICATIONS FOR EROSION CONTROL AND LAND- SCAPING - BERM AND SLOPE TYPE SEEDING MS 2400-1-R3 SPECIFICATIONS FOR SS AND ACCESS ROAD GRADING NOTE 1: MINIMUM HEIGHT OF COVER FOR C.M.P. UNDER TRAVELED PORTION OF ENTRANCE ROAD SHALL NOT BE LESS THAN 1.0 FT. TO TOP OF SUBGRADE. HEFERENCE DRAWINGS: 405-760 PROPERTY PLAN :2 201-879 PROPERTY PLAN 405-671 CONTOUR PLAN >rLL wDz 2!-)vN DYA.N 5-5-81 ALLEGHENY POWER SERVICE CORP. R.C.ADDISOIJ ch■O 1 OfTG ArfD THE POTOiiAC EDI SON COf-',P,]NY i i GREENWOOD SUBSIATION SOURCE J.M000LLOUGH SITE PLAN ■EVIEWfD FREDERICK CO.,VA AM1YOL4N AUTNOR12ATION ICAIF DRAWING NUMBER REV JC 1\ q DATF 158189 1 "=40' L-C J - J C) 80" UDICE E / Cf 4'yq M-2 AND 04,0 117 4343 A 2 vI MH of .� t/�i R-3. M-2 M-2 d 443,42 n rI ? ! � �2 ,`t c� at � i •r�•=ram � � W B 2042 X � B-2 Rad4o ToHer p Y I P0 )/ �R --2 i .. / 1�INTER6 ' NGE 81_ i 7 14i }4 •r y7 • / s+�:�.1 ~ .0 720 Old Stone_—� _ CH t h� N .1 � h- ., .•. ,- _`"°posy 714 cK Mt Hebron .-rr.�m Cemetery.- /. •2 ;�-1 `� \' Ach ewfg@ >� ..._ I �' ispgsat 1' ► ✓ i.� �� 5�" 4340 ct • r 1 Fiweric1. ... '•�� U `° t oh Club Cn h� i, i kr jr rt4ps t rt�): o B-2 036) •' ;� rrAlmory 10, Water vim`-.c_�•�� /��1�"V I Tankyl • L� %jv IN. RCdN¢E-8 \� _2 !' I, B - 2 (3y ?) s i l B`2 B- _ 017--79 —1(007-79) Arrberirk (gQ1tutu ;�1 ;. cparflltel t of TIilltltills alili -41- 6dopillellf JOHN RILEY P. O. BOX 601 PLANNING DIRECTOR 9 COURT SQUARE JOHN T. P. HORNE WINCHESTER, VIRGINIA 22601 DEPUTY DIRECTOR M E M O R A N D U M TO: Department of Inspections , ATTN`N,t John W. Dennison Department of Zoning , ATTN Mr. John T.P. Horne Highway Department , ATTN Mr. Reginald King , ATTN FROM: John R. Riley, Director Date June 22, 1981 SUBJECT: Review comments on Conditional Use Permit Subdivision Rezoning X Site Plan We are reviewing the enclosed request by Potomac Edison or their representative . Will you please review the attached and return your comments to me by as soon as possible _. - ----------��---------------------------------------------- This space should be used for review comments: 7,2 ,�— �� L' i ' ' �'1 t ` � i 1 C'�' -j �J �' G ��7�� %% / r',_ 1 _('• C c� C "J „ ... Signature % Date 703/662-4532 1 ,7reberirk TonntU Prpar#mrnt of IdIttnning c'Iiib ef�rlo��n�it# JOHN RILEY PLANNING DIRECTOR JOHN T. P. HORNE DEPUTY DIRECTOR M E M O R A N D U M TO: P. O. BOX 601 9 COURT SQUARE WINCHESTER. VIRGINIA 22601 Department of Inspections , ATTN Mr. John W. Dennison Department of Zoning , ATTN Mr. John T.P. Horne Highway Department , ATTNr.Reginald King ATTN FROM: John R. Riley, Director Date June 22, 1981 SUBJECT: Review comments on Conditional Use Permit Subdivision Rezoning X Site Plan We are reviewing the enclosed request by Potomac Edison or their representative . Will you please review the attached and return your continents to me by as soon as possible _ ---------------------------------------------------------------------- This space should be used for review comments: Satisfactory Signature. Date 5-?5-81 703/662-4532 MS 2400-1-R3 Page 2 of 6 2.03 Excess material resulting from excavation shall be disposed of according to plans or at the direction of the Owner's represen- tative. 2.04 Final Grade - The finished surface shall be sloped as shown on the contract drawings. The finished surface shall not be more than 0.2 of a foot above or below the established grade at any point and shall be bladed so as to remove possible water pockets. Rock or stone removed below grade shall be replaced with approved fill material and thoroughly compacted. 2.05 Side Slopes - All side slopes (unless otherwise indicated on the contract drawings) shall be on a two (2) foot to one (1) foot slope. 2.06 Drainage - Drainage ditches, pipes, headwalls, and culverts shall be located and constructed as shown on the contract drawings. Drainage ditches (unless otherwise indicated on the contract drawings) shall consist of an open flat-bottomed ditch, one (1) foot minimum in depth, one (1) foot bottom width, with two (2) feet to one (1) foot slope on sides. 2.06.1 Culvert Construction - Pipe shall be laid to line and grade to match existing drainage conditions. The pipe shall be bedded in sand for a depth of fifteen (15) percent of the pipe diameter. Backfill around the pipe and to a depth of two (2) feet above the top of the pipe shall be compacted to ninety-five (95) percent of Standard Proctor Density by means of mechanical tampers. 2.07 Access Road Construction 2.07.1 Preparation of Subgrade - The subgrade shall be compacted to the requirements of Section 2.02 so as to provide a firm base for the roadway. 2.07.2 Crushed Stone Surface Course - The surface shall consist of six (6) inches of one and one-half (1.-1/2) inch compacted crusher -run limestone, sandstone, or slag materials. All material shall be approved by the Owner prior to use. The material shall consist of crusher -run stone, crusher -run slag, and crusher -run gravel or any combination of these materials uniformly blended to conform to the following gradation limits: Square Sieve Size Total Percent Passing 1-1/2 inch 100 3/4 inch 40-85 No. 4 20-60 No. 40 5-25 MS 2400-1-R3 Page 1 of 6 ALLEGHENY POWER SYSTEM SPECIFICATIONS FOR SUBSTATION AND ACCESS ROAD GRADING 1.00 STATEMENT OF WORK 1.01 Contractor shall furnish all plant, materials, labor, and equipment required for completing the grading work, roadway, and related drainage facilities as shown on the contract drawings. Volumes of fill and excavation are calculated as "solid volumes." All work shall be conducted in strict accordance with these specifi- cations and attached contract drawings. 2.00 GENERAL PROVISIO14S 2.01 Classification 2.01.1 Fill - Approved fill material shall be considered clean soil, free of large stone, rock, and organic matter. The maximum dimension of any rock or stone, as placed, shall not exceed a two and one-half (2-1/2) foot vertical dimension or not exceed one fourth (1/4) the depth of fill at its point of placement. Fragments or solid rocks more than six (6) inches in maximum dimensions are not permitted in the upper two (2) feet of fill. All fill shall be free of frost. Fill material shall not be placed on frozen ground. If rock is used, it shall be placed at the toe of the fill but shall not conflict with other provisions provided for in this specification. Before placing the fill, all topsoil and/or organic matter shall be removed. 2.01.2 Excavation - Excavation will not be classified and will include all materials encountered, regardless of nature. 2.02 Compaction - The maximum layer of fill shall not exceed nine (9) inches. A minimum of three (3) passes with either a smooth wheel roller of minimum ten ton capacity or a sheepsfoot roller shall be used depending on the nature of soil encountered. The sheepsfoot roller shall have a minimum bulb pressure per knob of 200 pounds per square inch. The area of the knobs shall be at least five (5) percent of the total peripheral area of the drum, using the diameter measured to the faces of the knobs. Fills shall be compacted to ninety-five (95) percent of Standard Proctor Density. Moisture shall be controlled if necessary to + two (2) percent of optimum. The subgrade in both cut and fill sections shall be compacted to ninety-five (95) percent of Standard Proctor Density and shaped to conform to the typical sections prior to placing stone. The Contractor shall provide the Owner with access and necessary assistance to perform in - place density tests of the compacted fill. MS 2400-1—R3 Page 3 of 6 2.07.2 Continued - The material used for blending must meet the quality requirements of the crusher -run stone, crusher -run gravel or crusher -run slag as herein prescribed and must be proportioned and uniformly blended with the crusher -run stone, crusher -run gravel or crusher -run slag to conform to the gradation require- ments of this item. Blending can be performed by the method of pug mill operation, but not by road mixing. When the Contractor elects to blend material, the gradation for the middle of the band shall be attempted for the finished product. Each type of crusher -run aggregate, whether used alone or in combination, shall have a maximum Los Angeles Abrasion Loss of sixty-five (65). The plasticity index of the material passing the No. 40 mesh sieve, on each type of aggregate used, shall not be greater than six (6) reported to the nearest whole number and the liquid limit of the material passing the No. 40 mesh sieve, on each type of aggregate used, shall not be greater than twenty-five (25) reported to the nearest whole number. The methods of tests to be utilized in determining the above requirements shall be as follows: Type of Test Test Method Sieve Analysis AASHO - T-27 Los Angeles Abrasion Loss AASHO -.T-96 Liquid Limit AASHO - T-89 Plastic Limit AASHO - T-90 Plasticity Index AASHO - T-91 2.07.3 Connection of Roadway to Main Road - The roadway shall join the main road with a uniform transition from one pavement to the other. When the roadway crosses a drainage ditch of the main road, the roadway shall be depressed or a corrugated drain pipe shall be installed to insure unobstructed flow in the drainage ditch. The type of connection to the main road shall be as specified and approved by the municipal authority having jurisdiction over the main road. 2.07.4 Construction Equipment - Equipment for construction shall be approved by the Owner's representative prior to construction operations under this section. Any machine, combination of machines or equipment which will handle the material without undue segregation and produce the completed surface course meeting these specifications for handling, spreading, moistening, mixing, and compacting may be used on approval. If power graders are used for spreading, the material shall be placed in windrows, uniformly and thoroughly mixed, prior to final spreading and compaction. Roller and method of rolling shall be such that maximum density is obtained. After final compaction, the thick- ness of the compacted stone shall be checked at random locations by the Contractor in company with the Owner's representative. A minimum of five (5) checks will be made. In the event that deficiencies are found, additional checks shall be made to define the limits of the deficient areas. Any deficiency in excess of one-half (1/2) inch shall be corrected. M.S. 2400- F-R3 , Page 4 of 6 2 (R) TSLOPE V4=7 I- T. --► COM PA CTE D SUBGiPADE toy-Iyr-0CRUSHER RUN SAND370NE, LIMESTONE OR SLACa (COMPACTED) CIE UNLESS OTHERWISE NOTED ON PLAN TYPICAL ACCESS ROAD CROSS SECTION MS 24 00-1—R3 Page 6 of 6 2.13.2 The Contractor shall be furnished with a base line, a bench mark, and center line of roadway that are outside the limits of the area to be graded. The Contractor shall preserve the bench mark and base line and shall be responsible for any mistakes that may be caused by the loss or disturbance of any original survey services provided by the Owner. All other engineering work, including establishing grades in the field, shall be done by the Contractor at his own expense. 2.14 Permits - Permits for connection to existing public roads shall be obtained by the Owner. All other necessary permits from local and state authorities shall be obtained by the Contractor. Prepared By: J. R. Glover Date: September 28, 1970 Revision 1: January 8, 1971 Revision 2: November 22, 1974 Revision 3: July 10, 1978 Approved By: 7), T. L. of Manager, Lines Engineering Approved By: 0. L. Wallis Director, Transmission Engineering MS 2400-1-R3 Page 5 of 6 2.08 Surface Stone for Substations (R) 2.08.1 The surface shall consist of a minimum of three (3) inches of one and one-half (1 1/2) inch maximum size limestone or sand- stone. All material shall be approved by the Owner prior to use. All materials shall conform to the following gradation limits: Square Sieve Size Total Percent Passing 1 1/2 inches 100 1 inch 90-100 1/2 inch 25-60 No. 4 0-10 No. 8 0-5 All other requirements shall be as stated in Section 2.07.2. 2.08.2 The surface stone shall be placed after all subgrade work, foundations, duct work, etc. have been completed. 2.09 Blasting for Excavation - The blasting for excavation will be permitted only by approval of the Owner's inspector and in accordance with the applicable laws and regulations for storage, handling, and use of explosives. Blasting shall be controlled so as not to disturb the surrounding soil. The Owner will not assume any liability at all for any damages resulting from blasting operations. 2.10 Protection of Existing Facilities - Adjoining property structures, public sidewalks, curbs, pavements, and the property of public utilities which may be affected by the excavation must be main- tained and restored by the Contractor. 2.11 Cleaning Up - The Contractor shall remove from the Owner's property and from adjoining public and private property, all temporary structures, rubbish, and waste materials resulting from his operations. 2.12 Safety - It shall be the responsibility of the Contractor to comply with all local and state building and safety requirements pertaining to excavation operations. 2.13 Engineering - The following engineering services will be provided by the Owner or it shall be stated otherwise in an attached addendum. 2.13.1 Original and final cross sections will be taken for determination of the volumes placed or removed. MS 2400-6 Page 2 of 2 Fertilizer and Limestone Application - Both fertilizer and ground limestone shall be distributed uniformly over the area and incorporated into the soil to a depth of 2" by raking, discing, harrowing, or by other approved methods. Seeding - Not less than 1/2 pound per 1,000 square feet of the specified crown vetch formula shall be applied. Mulch - Two types of mulch are acceptable: Turf Fiber (paper mulch), if used, shall be applied in accordance with manufacturer's instructions. Wheat or Oats Straw or Crown Vetch Hay shall be applied in such quantities and anchored in such a manner that the resulting stand of crown vetch will meet the requirements of crown vetch which are stipulated in the guarantee. Guarantee - Because of the slow rate of germination of crown vetch, a satisfactory stand may not develop for at least one year. However, plants of small size should be present after the first growing season. After one year from the date the area is seeded to crown vetch, the Con- tractor guarantees that there will not be less than two crown vetch plants per any random square yard. If, before a satisfactory stand of crown vetch is established, the surface has become gullied or otherwise damaged, the affected areas shall be repaired, relimed, refertilized, and reseeded as originally specified at no expense to the Company. Instead of reseeding, the Contractor may plant crown vetch crowns. Prepared By: J. F. Wagner Date: June 22, 1973 Approved By: a L-Y� ", T. L. Dbf Manager, Lines Engineering Approved By: (l t4_%_"eez' 0. L. Wallis Director, Transmission Engineering MS 2400-6 Page 1 of 2 ALLEGHENY POWER SYSTEM EROSION CONTROL AND LANDSCAPING CROWN VETCH SEEDING Introduction - With the exception of certain minimum requirements described in following paragraphs, the establishment of a stand of crown vetch shall be done by the Contractor in such a manner that it will meet the guarantee set forth in this specification. Grading - Areas where crown vetch is to be established shall be graded to smooth contours. Any irregularities due to erosion or the Contractor's operations shall be corrected before seeding. If there are several areas in a project to be seeded to crown vetch, all adjoining areas shall be graded so that the areas may be smoothly joined whenever possible. Drainage - Banks or other areas which are being graded preparatory to seeding with crown vetch shall be graded in such a manner that there is adequate and satisfactory drainage from the area. Ground Preparation - If the area is covered with weeds, the weeds shall be mowed to not more than 3" from ground level or they shall be sprayed when specified in the Details of Work. Weed spraying shall be in accor- dance with spray specifications. If weeds are mowed, they shall be removed from the area. If weeds are sprayed, they shall be raked from the area as completely as possible. All debris and unsuitable material such as stones larger than 3" in any direction shall be removed and disposed of. Seed - When crown vetch seeding is specified, the mixture shall be as follows: Crown Vetch, Scarified (var. Penngift) -- 45 parts Ryegrass, Domestic -- 55 parts 100 parts Inoculant - All crown vetch seed must be inoculated prior to seeding. Limestone - Ground limestone shall be applied at the following rate: Ground limestone - 2 tons/acre - 100#/1,000 square feet Fertilizer - A low nitrogen fertilizer shall be used. Typical recommended fertilizers and their application rates are: 8-16-16 Fertilizer - 5001f/acre - 12#/1,000 square feet OR 5-10-10 Fertilizer - 800#/acre - 18#/1,000 square feet MS 2400-7 Page 2 of 3 Limestone - Ground limestone shall be applied at the following rate: • Ground limestone - 2 tons/acre - 100#/1,000 square feet Fertilizer - A low nitrogen NPK fertilizer shall be used. Typical recom- mended fertilizers and their application rates are: 8-16-16 Fertilizer - 500#/acre - 120 1,000 square feet OR 5-10-10 Fertilizer - 800#/acre - 18#/1,000 square feet Fertilizer and Limestone Application - Both fertilizer and ground limestone shall be distributed uniformly over the area and incorporated into the soil to a depth of 2" by raking, discing, harrowing, or by other approved methods. Seeding - Not less than 2� lbs. per 1,000 square feet of the specified grass seed formula shall be applied. (A nurse crop of oats, rye, or barley may be sown when slope type seeding is done at a rate of 1/2 of a bushel per acre.) Mulch - Two types of mulch are acceptable: Turf Fiber (paper mulch), if used, shall be applied in accordance with manufacturer's instructions. Wheat or Oats Straw or Timothy Hay shall be applied in such quantities • and anchored in such a manner that the resulting turf will meet the require- ments for turf which are stipulated in the guarantee. First Mowing - The Contractor shall make the first mowing of the newly seeded area. Such mowing shall be done when the average height of the grass becomes 4". Grass shall be mowed to a height of 2". Guarantee Berm Type Seeding - The Contractor shall guarantee that the seeded area will become a satisfactory turf. Maintenance shall begin immediately after the area is seeded and shall continue until a satisfactory turf is established. If, before a satisfactory turf is established, the surface has become gullied or otherwise damaged, the affected areas shall be repaired, relimed, refertilized, and reseeded as originally specified at no expense to the Company. A satisfactory turf shall be a close weed free stand of specified grasses of good color and vigor. • MS 2400-7 Page 1 of 3 • ALLEGHENY POWER SYSTEM EROSION CONTROL AND LANDSCAPING BERM AND SLOPE TYPE SEEDING Introduction - With the exception of certain minimum requirements described in following paragraphs, the establishment of a stand of berm type grasses or slope type grasses is done by the Contractor in such a manner that it will meet the guarantee set forth in this specification. Berm type grasses may normally be used on flat or relatively flat areas. Slope type grasses may be used on moderate slopes such as 4:1 to about 2:1. In every case, the type of seeding will be in accordance with the Details of Work. Grading - Areas where berm type grass is to be established shall be graded to smooth contours. Any irregularities due to erosion or the Contractor's operations shall be corrected before seeding. If there are several areas in a project, all shall be graded so that the areas may be smoothly joined whenever possible. Drainage - Banks or other areas which are being graded preparatory to seeding shall be graded to afford adequate and satisfactory drainage from • the area. Ground Preparation - If the area is covered with weeds, the weeds shall be mowed not more than 3" from ground level or they shall be sprayed when specified in accordance with spray specifications. If weeds are mowed, they shall be removed from the area. All debris and unsuitable materials such as stones larger than 2" in any direction shall be removed and disposed of. Seed - When berm type seeding is specified, seed mixture shall be as follows: Fescue, Kentucky 31 -- 50 parts Fescue, Pennlawn -- 20 parts Bluegrass, Kentucky -- 20 parts Bluegrass, Merior -- 10 parts When slope type seeding is specified, seed mixture shall be as follows: Fescue, Kentucky 31 - 60 parts Fescue, Red -- 20 parts Ryegrass, Domestic -- 20 parts • Total 100 parts 9NO oo9 -,dj MS 2400-7 Page 3 of 3 • Slope Type Seeding - The Contractor shall guarantee that the seeded area will have a satisfactory stand of specified grasses after one full growing season. • If, before a satisfactory stand of grass is established, the surface has become gullied or otherwise damaged, the affected areas shall be repaired, relimed, refertilized, and reseeded as originally specified at no expense to the Company. Prepared By: J. F. Wagner Date: June 22, 1973 Approved By: LLk= T. L. f y • Manager, Lines Engineering Approved By: Z19_ � 0. L. Wallis Director, Transmission Engineering