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HomeMy WebLinkAbout023-92 The Potomac Edison Co. - Stonewall District - BackfileRECEIPT N2 023333 _ AMOUNT DUE \ AMOUNT PA1 $ ( ; BALANCE"bU E PAID BY CASH _I , I CHECK OTHER FREDEMCK COU1+i ' :.' iNG AND DEVELOPIV'CN"T P.O. BOX 601, 9 COURT SQUARE WINCHESTER, VIRGINIA 2L601 2- F,3' / Zi -� DATE RECEIVED FROM ADDRESS THE SUM OF / .. - DOLLARS S I FOR BY 0 '� STAFF SITE PLAN CHECKLIST * This application is not complete if the following are not included: One set of comment sheets from the following agencies along with any marked copies of the plan; LI-1, VDOT t/ City of Winchester 1/ Sanitation Authority Inspections Dept. Fire Marshal ✓ County Engineer Airport Authority 2. One copy of the Site Plan application. 3. Five copies of the Site Plan. 4. One reproducible copy of the Site Plan (if required). 5. One 35mm. slide of the Site Plan (if required). Town of Stephens City Town of Middletown Health Dept. Parks & Recreation Soil & Water Conservation Dist. TRACKING Date ) -2 :/ ,)— Application received. All necessary agency comments received. y;�FeePaid (amount Site Plan to Planning Commission via bi-monthly. Site Plan heard by Planning Commission (if required). Revisions received (if required). Date of approval. Info added to annual report diskette. �l 9'J FIL E UPY COUNTY of FREDERICK Department of Planning and Development 703 / 665-5651 Fax 703 / 678-0682 January 25, 1992 The Potomac Edison Company Attn: Ms. Rosalie Cornwell 10435 Downsville Pike Hagerstown, Md. 21740-1766 Dear Ms Cornwell: This letter is to confirm action taken by the Frederick Countv Board of Zoning Appeals at their meeting of January 16, 1993. The Board approved application #035-92 of The Potomac Edison Company, for a 50' front and a 15' side variance for a new control building, a 37.95' and 43.88' front variance for a 12kV aluminum tower, a 45.95' and 40.95' front variance for an underground terminal rack foundation and a 5' front yard variance for two new transformers. This property is located at the intersection of '.north Kent Street and Route 738, in the Stonewall District, and is identified as GPIN 540000A0000590. Please feel free to call this office if you have any questions regarding your variance. Sincerely, Ronald A. Lilley Planner II RAL/slk O North Loudoun Street P.O. Box 601 Winchester. VA 22601 Winchester, VA 226(9 7 AFILE COPY January 25, 1993 Ms. Rosalie Cornwell The Potomac Edison Company 10435 Downsville Pike Hagerstown, MD 21740 Dear Rosalie: COUNTY of FREDERICK Department of Planning and Development 703 / 665-5651 Fax 703 / 678-0682 This letter is to inform you that the Frederick County Department of Planning administratively approved Site Plan #023-92 of The Potomac Edison Company for the installation of a new control building, new transformers, and new 34.5KV bays, as well as the removal of an existing building and bays. Prior to the approval of this site plan a variance was applied for and granted at the January 19, 1993 Board of Zoning Appeals meeting. Please contact me regarding any questions you might have. Sincerely, Lanny C. Bise, II Planner I LCB/slk 1) North Loudoun Street P.O. Box 601 Winchester. VA 22601 Winchester, VA 226(9 Po'N9101 CP-C- APPLICANT'S CHECKLIST Your site plan should include the following: Administrative Information Y N 1. Name of proposed development _V/ _ 2. Name and address of owner 3. Name and address of developer 4. �e Name, address, and phone number of designer �-t 5. Certificate of surveyor, engineer, or architect 6. Date plan prepared and date of revisions I 2�21 7. A listing of all conditions placed on the site as a result of a conditional use permit or conditional zoning approval � va • ,o — 8. A space labeled "approved by the Zoning _✓ _ Administrator" for the approval signature and date of approval General Site Information Y N _ 9. Location map (scale 1:2000) 10. Magisterial District of site 11. Scale of site plan (not to exceed 1:50) 12. North Arrow 13. Zoning of site 14. Use and zoning of adjoining properties Lots/Uses/Buildings & Structures Vhi V _ 15. _ 16. 17. 18. 19. 20. Nye N 21. _✓ 22. 23. Surveyed boundaries for all lots and parcels Acreage of all lots included in the plan The location and dimensions of all required setbacks and yard areas Location of all buildings, structures, and uses The proposed use of each building, structure, and area The location and type of all dwelling units Ground floor area and total floor area of all buildings with FAR calculations for commercial and industrial zoning districts The height of all buildings and structures The location and dimension of all signs o �l Al 7 Lots/Uses/Buildings & Structures (con't) Y N gip.. N 24. Location of outdoor lighting fixtures 1/ 25. Location and nature of outdoor storage areas N 26. Location and area of common open space yL0. 27. Location and description of all recreation facilities moo- N�.S 28. Location of sidewalks and pedestrian ways q42- q�k 29. Location of outdoor trash receptacles Roads VM U� �a 30. Name and number of existing and planned streets on and adjoining the site 31. Location of existing and planned streets on and adjoining the site 32. Dimensions, boundaries, width, pavement, and construction of planned roads _ 33. Location and dimensions of all proposed entrances from public right-of-ways Utilities Y N 212 �W0. 34. Location of all utilities, including sewer and water lines with the size of lines, mains, and laterals 35. Location and width of all easements, including access, utility and drainage easements Na 36. Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet the Fire Code requirements Parking Y N v�37. Calculations describing the required number of parking and loading spaces 38. Location and dimensions of all parking and loading spaces, driveways, parking aisles, curbing, and other features to be used y NLo. 39. Location and dimension of all handicapped spaces • f Natural Features Y N ✓ _ 40. Existing and finished contour lines ULQ, iao, 41. Location of steep slopes, woodlands, floodplains, wetlands, sinkholes, and other environmental features 42. Location of streams and drainage ways LandscaDin VHl 43. Landscaping plan describing location and types of plants to be used UA w-a- 44. Location of required buffers and screening with cross sections or profiles Erosion and Sediment Control ! Wj 45. A stormwater management plan with run off calculations and location and description of facilities to be used 46. Soil erosion and sedimentation control plan with location, types, and examples of provisions to be used 9 9 0 COUNTY of FREDERICK Department of Planning and Development 703 / 665-5651 Fax 703 / 678-0682 December 15, 1992 Ms. Rosalie Cornwell The Potomac Edison Company 10435 Downsville Pike Hagerstown, MD 21740 Re: Preliminary Review of Potomac Edison Site Plan Dear Rosalie: This letter is in reference to my preliminary review of the site plan for the Potomac Edison substation located on North Kent Street, just inside the Frederick County boundary. The overall concept of the plan is fine. However, I have some minor comments. I offer the following: 1. The address and phone number of the designer should be indicated on the plan. 2. The certificate (seal) of your engineer should appear on the plan. 3. Location of outdoor lighting fixtures should be shown (if any are existing or proposed). 4. If there are any sewer and water lines on the property, they should be indicated showing the size of lines, mains and laterals. 5. Location and width of all easements including access, utility and drainage easements should be shown (if applicable). 6. Location and nature of fire lanes, fire hydrants and all other facilities necessary to meet the Fire Code requirements should be shown (may need to wait for Fire Marshal's comments, he may indicate the site is adequate). As I indicated earlier, these comments are minor in nature. If the comments aren't applicable to your site, then disregard them. Keep in mind that once all agency review comments have been received you may officially submit the site plan. 1) North L OLICInUn Strcct P.O. Box 601 %Winchester. VA 22601 Winchester, VA 2200.1 Page -2- R. Cornwell Ltr. December 15, 1992 At that point it will appear on the bi-monthly report to the Planning Commission and we will await the decision of the Board of Zoning Appeals on your variance request. Please contact me regarding any questions. Sincerely, Lanny C. Bise, II Planner I LCB/slk SITE PLAN APPLICATION Complete the following application: DATE Nov. 23, 1992 APPLICATION # 023 - Tz 1. Development 2. Location of Property: At the intersection of Virginia Rt. 783 and (by street name) North Kent Street on the West side of Rt. 783 and North of Kent Street. 3. Property Owner. The Potomac Edison Company Address: 10435 Downsville Pike Hagerstown, Maryland 21740-1766 Telephone: 301 - 790-6369 4. Applicant/Agent: Rosalie A. Cornwell Address. The Potomac Edison Company 10435 Downsville Pike Hagerstown, Maryland 21740-1766 Telephone: 301 - 790-6369 5. Designer: The Potomac Edison Company Address: 10435 Downsville Pike Hagerstown, Maryland 21740-1766 Telephone: 301 - 790-6381 Contact: Kimberly J. Shrader 6. Is this an original or revised Site Plan? Original Revised -5- 7. Total area of parcel to be developed: 8. Property Information: a) Property ID #: b) Current Zoning: c) Present Use: d) Proposed Use: e) Adjoining Property Zoning: f) Adjoining Property Use: g) Magisterial District: 1.1 Acres 54 A 59 M 2 Electrical Substation Same M 2 Industrial business Stonewall I have read the material included in this package and understand what is required by the Frederick County Planning Department. I also understand that all required material will be complete prior to the submis 'crn—o- my site plan. signature: Date: z2a.ar/���A-aALQ �41 ,J 99 • Ll 41992 REQUEST FOR SITE PLAN COMMENTS Frederick County Inspections Department Attn: Building Official P.O. Box 601 Winchester, Virginia 22601 (703) 665-5650 The Frederick County Inspections Department is located at 9 North Loudoun St., 2nd Floor of the Hammon Building in Winchester, if you prefer to hand deliver this review. Applicant's name, _address and phone number: Rosalie A. Cornwell The Potomac Edison Company 10435 Downsville Pike, Hagerstown, Maryland 21740-1766/Phone: (301) 790-6369 Name of development and/or description of the request: Variances are requested as follows: A 50' front yard and 15' side yard for a new control building; a 37.95' and 43.88' front yard for 12 kV aluminum tower; a 45.95' and 40.95' front yard for underground terminal rack foundation Location: and 5' front yard for 2 new transformers. At the intersection of VA Rt. 783 and North Kent Street on the west side of Route 783 and north of Kent Street. Inspection Department Comments: Building shall comply with the Virginia Uniform Statewide Building Code and Sec. 311, Use Group U (utility and misc.) of the BOCA National Building Code/1990. Other permits required shall be a demolition permit for the existing building. Z--2ZA r�,, Code Administrator Signature & Date: (NOTICE TO INSPECTIONS DEPT.*PLEASE URN TH S FORM TO APP ANT. NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy of your plans and/or application form. -14- EDlS: SC1 FTS89)ENIC'ti' DEC 9 1992 REQUEST FOR SITE PLAN COMMENTS ❑O B ❑ ?AC ❑ 'JCS ❑ KDW Virginia Department of Transportation uRBC UKSH C]KDC ❑RLF Attn: Resident Engineer UCOPIES To. P.O. Box 278 Edinburg, Virginia 22824-0278 (703) 984-4133 The local office of the Transportation Department is located at 1550 Commerce St. in Winchester if you prefer to hand deliver this form. Applicant's name, _address and phone number: Rosalie A. Cornwell The Potomac -Edison Company 10435 Downsville Pike, Hagerstown, Maryland 21740-1766/Phone (301) 790-6369 Name of development and/or description of the request: Variances are reauested as follows: A 50' front yard and 15' side yard for a new control building; a 37.95' and 43.88' front yard for 12 kV aluminum tower; a 45.95' and 40.95' front yard for underground terminal rack foundation Location: and 5' front yard for 2 new transformers. At the intersection of VA Rt. 783 and North Kent Street on the west side of Route 783 and north of Kent Street. Va. Dept. of Transportation Comments: No eonment on proposed .unpnoveme to on Kent Street. Ij any won.k .is peAjo4wed -on the Route 783 night-oj-way a land ube pexmi t w.i t be nequviced. VDOT Signature and Date: Ie /G L (NOTICE TO RESIDENT ENGINEERkP EASE RETURN THIS FORM TO APPLI AN .) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach three conies of your plans and/or application form. -10- DEC 41992 REQUEST FOR SITE PLAN COMMENTS Frederick County Engineering Department Attn: Director of Engineering P.O. Box 601 Winchester, Virginia 22601 (703) 665-5643 The Frederick County Engineering Department is located at 9 North Loudoun St., 2nd Floor of the Hammon Building in Winchester, if you prefer to hand deliver this review. Applicant's name, --address and phone number: The Potomac Edison Company 10435 Downsville Pike, Hagerstown, Maryland 21740-1766/Phone (301) 790-6369 Name of development and/or description of the request: Variances are requested as follows: A 50' front yard and 15' side yard for a new control building; a 37.95' and 43.88' front yard for 12 kV aluminum tower; a 45.95 and 40.95' front yard for underground terminal rack foundation Location: and 5' front yard for 2 new transformers. At the intersection of VA Route 783 and North Kent Street on the west side of Route 783 and north of Kent Street. Engineers Comments: Engineers Signature & Date* L . )��J�1 1"yt) I-L (NOTICE TO ENGINEERING DEPT.*PLEA 4 RETURN THISWOM TO APPLICANT.) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach two copies of your plans and/or application form. -13- REQUEST FOR SITE PLAN COMMENTS Frederick County Sanitation Authority Attn: Engineer Director P.O. Box 618 Winchester, Virginia 22601 (703) 665-5690 The Frederick County Sanitation Authority is located on the 2nd floor of the old Frederick Co. Courthouse in Winchester, if you prefer to hand deliver this review. Applicant's name, -address and phone number: The Potomac Edison Company 10435 Downsville Pike, Hagerstown, Maryland 21740-1766/Phone (301) 790-6369 Name of development and/or description of the request: Variances are requested as follows: A 50' front yard and 15' side yard for a new control building; a 37.95' and 43.88' front yard for 12 kV aluminum tower; a 45.95 an ront yard or underground terminal rack oun ation Location: and 5' front yard for 2 new transformers. At the intersection of VA Route 783 and North Kent Street on the west side of Route 783 and north of Kent Street. Sanitation Authority Comments: 000�r Cox Sanitation Authority Signature & Date:'„F4 00 999" = ",Ark',„ (NOTICE TO SANITATION AUTHORITY * RZI RN THIS FORM TO APPLICANT.) NOTICE TO APPLICANT / 74z It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach two copies of your plans and/or application form. -11- • REQUEST FOR SITE PLAN COMMENTS CITY OF WINCHESTER ATTN: Planning Director 15 North Cameron St. Winchester, Virginia 22601 (703) 667-1815 The City of Winchester Planning Dept. is located in Rouss City Hall at 15 North Cameron St. in Winchester, if you prefer to hand deliver this form. Applicant's name, address and phone number: The Potomac Edison Company 10435 Downsville Pike, Hagerstown, Maryland 21740-1766/Phone (301) 790-6369 Name of development and/or description of the request: Variances are requested as follows: A 50' front yard and 15' side yard for a new control building; a 37.95' and 43.88' front yard for 12 kV alumunium tower; a 45.95' and 40.95' front yard for underground terminal rack foundation and 5' front yard for 2 new transformers. Location: At the intersection of VA Rt. 783 and North Kent Street on the west side of Route 783 and north of Kent Street. City of Winchester Comments: Director Signature and Date: (NOTICE TO DIRECTOR * PLEASf RETURN T IS ORM TO THE APPL C T.) NOTICE TO APPLICANT �J It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Please also attach a copy of your plans and/or application form. -16- Y OF F-A2± A: 1.'` —FIRE MAFS+., z !0FlCE -^ LAND DEVELOPMENT :�MMENTS Ccnhro1 No. 217920902 Date Received 121792 Date Reviewed 122292 pp1icant Name The Potomac Edison Ccmpany Address 10425 Downsville Pike Hagerstown, MD 21740-170-c':- Project Name Phone No. 301-790-636� Type of Application Site Plan Current Zoning M-2 ------ `st Due Fire Co. 13 1st Due Rescue Co. 13 E1ection District Stonewall RECOMMENDAT: "-�HS Automatic Sprinkler System Residential Sprinkler System Automatic Fire Alarm System Other Emergency Adequate Fire Lanes Comments: Vehicle Access; X Required; Inadequate Yes Not Identified No X ^` Roadway/Aisleway Adequate X Special Hazards Comments: Widths; Noted; Inadequate Yes Not Identified No � ----------------------- ---------------------'-------------------'—'--'--'------------- 0 Hydrant Locations; Adequate Inadequate Siamese Connection Location; Approved Not Approved Not Identified X Not Identified X Additional Comments: There are no significant hazards on this site that would affect fire and rascue response. � �������' Plans approved. Review Time .50 hr 6;4��5-2 Douglas A. ofe Fire Marshal f R * PSUHM: MODULE <3-B> - SCS TR-55 TABULAR METHOD ******************************************************************************* WATERSHED TITLE: NORTH WINCHESTER 2 YR. TYPE II STORM: PRECIPITATION = 3.5 in. SUMMARY OF INPUT PARAMETERS SUBAREA AREA CURVE IA/P RUNOFF TC ADJ. TC TT ADJ. TT (acre) NUMBER (in) (hrs) (hrs) (hrs) (hrs) ------------------------------------------------------------------------------- 1 1.000 89 0.100 2.36 1.048 1.000 0.000 0.048 ------------------------------------------------------------------------------- COMPOSITE 1.000 89 2.36 INDIVIDUAL SUBAREA & COMPOSITE HYDROGRAPHS SUBAREA TIME (hrs) 11.0 11.9 12.2 12.5 12.8 13.2 13.6 14.0 15.0 17.0 20.0 26.0 ------------------------------------------------------------------------------- 1 0.0 0.1 0.2 0.7 1.2 1.0 0.5 0.3 0.2 0.1 0.1 0.0 ------------------------------------------------------------------------------- COMPOS. 0.0 0.1 0.2 0.7 1.2 1.0 0.5 0.3 0.2 0.1 0.1 0.0 THE PEAK FLOW IS 1.2 cfs - OCCURS AT 12.8 hrs i 0 0 ******************************************************************* * TRAVEL TIME CALCULATIONS - SCS Segmental Approach, TR-55 (1986) ******************************************************************* SUMMARY for NORTH WINCHESTER SUBSTATION Segment 1: OVERLAND FLOW L = 99 ft, S = .005 ft/ft, n = .011, P(2yr/24hr) = 3.5 in Travel Time = 2 minutes Segment 2: CONCENTRATED FLOW L = 2500 ft, S = .0018 ft/ft, UNPAVED surface Travel time = 60.9 minutes TOTAL TRAVEL TIME = 62.9 min. * PSUHM: MODULE <3-B> - SCS TR-55 TABULAR METHOD ******************************************************************************* WATERSHED TITLE: NORTH WINCHESTER 2 YR. TYPE II STORM: PRECIPITATION = 3.5 in. SUMMARY OF INPUT PARAMETERS SUBAREA AREA CURVE IA/P RUNOFF TC ADJ. TC TT ADJ. TT (acre) NUMBER (in) (hrs) (hrs) (hrs) (hrs) ------------------------------------------------------------------------------- 1 1.000 89 0.100 2.36 1.048 1.000 0.000 0.048 ------------------------------------------------------------------------------- COMPOSITE 1.000 89 2.36 INDIVIDUAL SUBAREA & COMPOSITE HYDROGRAPHS SUBAREA TIME (hrs) 11.0 11.9 12.2 12.5 12.8 13.2 13.6 14.0 15.0 17.0 20.0 26.0 ------------------------------------------------------------------------------- 1 0.0 0.1 0.2 0.7 1.2 1.0 0.5 0.3 0.2 0.1 0.1 0.0 ------------------------------------------------------------------------------- COMPOS. 0.0 0.1 0.2 0.7 1.2 1.0 0.5 0.3 0.2 0.1 0.1 0.0 THE PEAK FLOW IS 1.2 cfs - OCCURS AT 12.8 hrs ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- � ******************************************************************* * TRAVEL TIME CALCULATIONS - SCS Segmental Approach, TR-55 (1986) ******************************************************************* SUMMARY for NORTH WINCHESTER SUBSTATION Segment 1: OVERLAND FLOW L = 99 ft, S = .005 ft/ft, n = .011, P(2yr/24hr) = 3.5 in Travel Time = 2 minutes Segment 2: CONCENTRATED FLOW L = 2500 ft, S = .0018 ft/ft, UNPAVED surface Travel time = 60.9 minutes TOTAL TRAVEL TIME = 62.9 min. * PSUHM: MODULE <3-B> - SCS TR-55 TABULAR METHOD ******************************************************************************* WATERSHED TITLE: NORTH WINCHESTER 2 YR. TYPE II STORM: PRECIPITATION = 3.5 in. SUMMARY OF INPUT PARAMETERS SUBAREA AREA CURVE IA/P RUNOFF TC ADJ. TC TT ADJ. TT (acre) NUMBER (in) (hrs) (hrs) (hrs) (hrs) ------------------------------------------------------------------------------- 1 1.000 89 0.100 2.36 1.048 1.000 0.000 0.048 ------------------------------------------------------------------------------- COMPOSITE 1.000 89 2.36 INDIVIDUAL SUBAREA & COMPOSITE HYDROGRAPHS SUBAREA TIME (hrs) 11.0 11.9 12.2 12.5 12.8 13.2 13.6 14.0 15.0 17.0 20.0 26.0 ------------------------------------------------------------------------------- 1 0.0 . 0.1 0.2 0.7 1.2 1.0 0.5 0.3 0.2 0.1 0.1 0.0 ------------------------------------------------------------------------------- COMPOS. 0.0 0.1 0.2 0.7 1.2 1.0 0.5 0.3 0.2 0.1 0.1 0.0 THE PEAK FLOW IS 1.2 cfs - OCCURS AT 12.8 hrs 0 0 ******************************************************************* * TRAVEL TIME CALCULATIONS - SCS Segmental Approach, TR-55 (1986) ******************************************************************* SUMMARY for NORTH WINCHESTER SUBSTATION Segment 1: OVERLAND FLOW L = 99 ft, S = .005 ft/ft, n = .011, P(2yr/24hr) = 3.5 in Travel Time = 2 minutes Segment 2: CONCENTRATED FLOW L = 2500 ft, S = .0018 ft/ft, UNPAVED surface Travel time = 60.9 minutes TOTAL TRAVEL TIME = 62.9 min. * PSUHM: MODULE <3-B> - SCS TR-55 TABULAR METHOD ******************************************************************************* WATERSHED TITLE: NORTH WINCHESTER 2 YR. TYPE II STORM: PRECIPITATION = 3.5 in. SUMMARY OF INPUT PARAMETERS SUBAREA AREA CURVE IA/P RUNOFF TC ADJ. TC TT ADJ. TT (acre) NUMBER (in) (hrs) (hrs) (hrs) (hrs) ------------------------------------------------------------------------------- 1 1.000 89 0.100 2.36 1.048 1.000 0.000 0.048 ------------------------------------------------------------------------------- COMPOSITE 1.000 89 2.36 INDIVIDUAL SUBAREA & COMPOSITE HYDROGRAPHS SUBAREA TIME (hrs) 11.0 11.9 12.2 12.5 12.8 13.2 13.6 14.0 15.0 17.0 20.0 26.0 ------------------------------------------------------------------------------- 1 0.0 0.1 0.2 0.7 1.2 1.0 0.5 0.3 0.2 0.1 0.1 0.0 ------------------------------------------------------------------------------- COMPOS. 0.0 0.1 0.2 0.7 1.2 1.0 0.5 0.3 0.2 0.1 0.1 0.0 THE PEAK FLOW IS 1.2 cfs - OCCURS AT 12.8 hrs lJ ONS 1 ri C�"�� PC,2� i 1^ G rJ f c� G(c ,1oJ Go 1✓ ��'�c/ c/ ******************************************************************* * TRAVEL TIME CALCULATIONS - SCS Segmental Approach, TR-55 (1986) ******************************************************************* SUMMARY for NORTH WINCHESTER SUBSTATION Segment 1: OVERLAND FLOW L = 99 ft, S = .005 ft/ft, n = .011, P(2yr/24hr) = 3.5 in Travel Time = 2 minutes Segment 2: CONCENTRATED FLOW L = 2500 ft, S = .0018 ft/ft, UNPAVED surface Travel time = 60.9 minutes TOTAL TRAVEL TIME = 62.9 min.