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HomeMy WebLinkAbout20061214 Ver 1_More Info Received_20060823 (2)Soil & Environmental Consultants, PA 11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: (919) 846-5900 Fax: (919) 846-9467 ~~1t~~: ('~nr~~~ ~i~rtx~ -~~ h r~~( We Transmit to you Herewith: ^ Drawings ^ Specifications ^ Brochures or photos Correspondence ^ As per your request Project Name: ~, ~~ ~~- 0 to - 12-1 ~-} File: For your information and files ^ For comment or approval ^ Returned for correction, resubmit ^ Approved as noted Under Separate Cover: ^ By mail [~]' By courier ^ By express No. Copies Document No. Date Description ~ - - ~1~~-l0~ ~ ,.ice ` ~' ~ 3 0% °a' Remarks: If enclosures are not as listed as above, kindly notify us at once. By' ~-I~~A~.-mil rc~l~ ~~~ `~ ~ 11,^.~.~ iA".~.. ... 1.. C~.P'~'.:J`.9ii~ri<..,,.) ~:~R4i+!i'~S Charlotte Office: ~~^ Greensboro Office: 236 LePhillip Court, Suite C 3817-E Lawndale Drive Concord, NC 28025 Greensboro, NC 27455 Phone: (704)720-9405 Phone: (336)540-8234 Fax: (704)720-9406 Fax: (336)540-8235 To: ~~' -'`l~l p ~ Project #: gblS. ~ I Date: Y~~~~©fn Environmental Consultants, PA :Road Raleigh, North Carolina 27614 Phone: (919) 846-5900 Fax: (919) 846-9467 August 22, 2006 S&EC Project # 9615.w1 o~-~a~y- NCDENR-DWQ Attn: Ms. Cyndi Karoly 2321 Crabtree Blvd. Parkview Building Raleigh, NC 27604 RE: Additional Impact Justification Wild Acres Wake County Dear Ms. Karoly: On July 28, 2006 we submitted a permit application package to you on behalf of Tim Smith for the proposed Wild Acres Subdivision. Please accept the attached letters as additional attachments to the permit application. The attached letter from Withers & Ravenel provides additional justification for the location of Impact 12, and the letter from Tri South Development details that the property required to build the alternate alignment mentioned in the letter from Withers is not feasible because the developer was unable to purchase the property. Please call or email me at CFlowers(a~,SandEC.com if you have any questions. Sincerely, Chris Flowers Wetland Scientist Attachments: (7 copies of each, collated) • Letter from Withers (August 3, 2006) • Letter from Tri South Development (August 9, 2006) Charlotte Office:" Greensboro Office: 236 LePhillip Court, Suite C 3817-E Lawndale Drive Concord, NC 28025 Greensboro, NC 27455 Phone: (704)720-9405 Phone: (336)540-8234 Fax: (704)720-9406 Fax: (336)540-8235 August 3, 2006 Mr. Chris Flowers Soil and Environmental Consultants 11010 Raven Ridge Road Raleigh, NC 27614 Ul.o- t 7..1 ~ RE: Wildacre W&R No.: 0204232 Dear Mr. Flowers: At your request we are providing additional justification information for the Holly Springs Road access point across from the existing Sunset Fairways Drive. This roadway crossing is associated with Feature 0 and Impact 12 in the wetlands permit application. We are providing the following information to supplement the previous information sent in our July 14, 2006 letter: Exhibit 1 is from the North Carolina Department of Transportation Policy on Street and Driveway Access in North Carolina Highways. It states that opposite side roadways or drives be aligned directly across from existing side streets. Exhibit 2 is taken from the Median Crossover Guidelines section of the NCDOT Roadway Design Manual. The highlighted section indicates that crossovers shall not be spaced any closer than 1200 feet apart on divided highways. The alternate access location that aligns with Lassiter Road and runs through the Progress Energy substation site is 1100' from Sunset Lake Road and did not meet these spacing guidelines to allow for a median break at this point. Therefore, full movement access would not be provided to Wildacre from Holly Springs Road unless the entrance was relocated further to the south. In order to satisfy both of these requirements, the proposed road was located as currently shown in the drawings. The Developer had also contacted the property owners for the roadway right-of--way that would be required between the Progress Energy substation and Holly Springs Road for the alternate alignment. This property owner was unwilling to negotiate terms for this right-of--way. The Developer, therefore, can not obtain this property rendering this alternative unfeasible. We hope that this additional information will be beneficial to NCDENR-DWQ in their review of our proposed wetland permit. Please advise if you require additional information or have any questions. Sincerely, WITHERS ~ RAVENEL, INC. )im Canfield, PE Attachments {i i_~, 4~°~~1~ ~ ° y~ f~j !~~ ~~-~~~ r, ~p4 f ~~- t~~. POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS Published by the North Carolina Department of Transportation Division of Highways ~Uly 2003 P~~- ~ Policy On Street And Driveway Access to North Carolina Highways Adjacent property owners are encouraged to construct a shared driveway by written mutual agreement to serve both properties. Joint Access provides improved internal circulation and parking capabilities, as well as reduces conflict points and increases distance between driveways. Shared driveways are subject to all requirements of the "Policy on Street and Driveway Access to North Carolina Higliways" except that the edge clearance dimension will not apply. Care should be taken to avoid creating incorrectly offset left turn conditions. Opposite side drives should be aligned directly across from existing/proposed opposite side streets and driveways. When it is necessary to offset driveways or streets, care should be taken to provide adequate separation for vehicular storage/queuing and maneuvering between access points. Page 40 July 2003 Encourage Joint & Gross Access ROADWAY DESIGN MANUAL PART I MEDIAN CROSSOVER GUIDELINES (continued) _ _ 1-6J Divided Highways without Full Control Access: (Posted speeds of greater than 45 mph) On highways with higher traveling speeds, the potential for more severe crashes is greater. Also, on high-speed facilities, development is usually not as concentrated as on lower speed facilities. In order to maximize the safety of these facilities, crossover spacing is critical. All-movement crossovers shall not be any closer than 2000 feet apart on divided highways. However, spacing alone is not justification for a crossover. It must be determined that a crossover addition is needed to meet the operational requirements of the facility. Where this spacing requirement is not met and there is a defined need for left-turn access, then a directional crossover will be considered. However, the general guidelines must be met in order for the directional crossover to be added. Divided Highways without Full Control Access: (Posted speeds of 45 mph and Less) There is usually more demand for median crossovers and the speed limit is lower. Because of the density of the development and lower traffic speeds, it is acceptable to provide a closer spacing of median crossovers. However, the availability of adequate spacing alone is not justification for a crossover. Crossovers must be justified to meet operational and access needs that the existing facility cannot adequately serve. Only the type of crossover that meets the operational, access and safety needs of the facility shall be added. Directional crossovers are preferred where they meet the operational and access needs of the roadway. The spacing of crossovers will be largely dependent upon the need for adequate storage for left turning vehicles/LT-turn vehicles at intersections. A crossover shall not be placed where it interferes with the storage requirement for existing intersections. All-movement crossovers shall not be spaced anv closer h n 1200 feet ana on iyi ed hi~hways with posted speed of 45 mph and less. Where this spacing requirement is not met and there is a defined need for left-turn access, then a directional crossover will be considered. However, the general guidelines must be met in order for the directional crossover to be added. Responsibility of Locating Crossovers on Active Roadway Design Projects: While a project is in design and during the life of the construction of the project, the Project Engineer and Project Design Engineer in the Highway Design Branch will locate the crossovers for the highway. Only crossovers at arterials, major collectors, and major traffic Effective lJl/2004 Revision 3 08/14/06. 09:21 FAY 919 677 8600 PRESTON DEVELOPMENT CO. I~j00`L p~_ ~a~`~ TRi S(JITTH DEVELI~Pl~IENT COMMERCIAL REAL ESTATE AND DEVELOPMENT August 9, 2006 Mr. Karl Blackley __ .. _ _ Holly Springs Investors, LLC 100 Weston Estates Way Cary NC 27513 Re: Property of Gladys Adams at 9900 Holly Springs Road Dear Karl: In conjunction with Tommy Drake of Drake Properties I have several times visited personally with Mrs. Adams over the past few months about the possibility of purchasing her property or enough property to provide for the extension of Lassiter Road in accordance with the long range thourghfare plans of the Town of Holly Springs. Going back over a period of several years I assembled property adjacent io her and I have attempted multiple times to purchase her property. Consistently over the past three or four years, Mrs, Adams and her adult son. who lives with her have declined my offers. Her property is the remaining portion of family land owned by her late father. Other circumstances include another son who lives next door and reluctance at her age to find and move to a new home. At this time I have no reason to believe that the property could be purchased. Certainly my efforts over a long period of tune have failed. Sincerely ~~~~~ Y Bill Shankle Tri South Development ,.~: .. .. P O BOX 17133 * RALEI HNC 27619 * 919 881 2066 ,i,"Cit..~ ~ r, ~Ul%U AU t~ `~ Y tli7-t!S" J