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Home My WebLink About20020523 Ver 1_COMPLETE FILE_200203050? W A T ?9QG O`? ? Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Gregory J. Thorpe, Ph.D., Acting Director Division of Water Quality Page 1 of 2 April 30, 2002 DWQ # 02-0523 Wake County Colony Homes c/o: Ms. Patricia Hanchette, Manager 1100 Navaho Drive, Suite GL3 Raleigh, NC 27609 Subject Property: Lots 248, 249 and 250, Phase 14, Triple Creek Subdivision, 4801, 4805 & 4809 Jelynn Street, Raleigh, NC 27604 Beaverdam Creek [03-04-02, 27-33-15, C NSW] APPROVAL of Neuse River Riparian Buffer Protection Rules MINOR VARIANCE [15A NCAC 2B .0233(9)(b)] with ADDITIONAL CONDITIONS Dear Ms. Hanchette: You have our approval, in accordance with the conditions listed below, to impact approximately 250 linear feet of Zone 2 only of the protected buffers to construct the proposed vegetated, graded slopes and short retaining walls on the subject properties as described within your variance request dated April 5, 2002. This letter shall act as your Minor Variance approval as described within 15A NCAC 213 .0233(9)(b). In addition, you should get any other required federal, state or local permits before you proceed with your project. This approval is only valid for the purpose and design that you described in your minor variance request dated April 5, 2002. If you change your project, you must notify us and you may be required to send us a new request for approval. If the property is sold, the new owner must be given a copy of this approval and is thereby responsible for complying with all conditions. For this approval to be valid, you must follow the conditions listed below. No impacts (except for "exempt" uses as identified within 15A NCAC 213 .0233) shall occur to Zone 1 of the protected riparian buffers. 2. Stormwater shall be directed as diffuse flow at non-erosive velocities through the protected stream buffers as identified within 15A NCAC 213 .0233(5). No piping of stormwater runoff directly through the buffers is allowed. No new impervious surface (except for the retaining walls approved under the variance), including but not limited to homes, patios and decks, shall be installed within the buffers. If you do not accept any of the conditions of this approval, you may ask for and adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwetlands/ rage z of Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. This approval and its conditions are final and binding unless you ask for a [hearing. This letter completes the review of the Division of Water Quality under the Neuse River Riparian Buff Protection Rules [ 15A NCAC 2B .0233(9)(b)]. Please call Mr. Bob Zarzecki at 919-733-9726 if you have any questions or require copies of our rules or procedural materials. Sincerely, ?-F--?Zppe, y J. T ., Dir ector Cc: Scott Mitchell, Spaulding & Norris, PA, 972 Trinity Road, Raleigh, NC 27607 Steve Mitchell, DWQ Raleigh Regional Office File Copy Central Files DWQ 0205 SPAULDING & NORRIS P.A. Design Consultants 972 Trinity Road TEL 919.854.7990 Raleigh, North Carolina 27607 FAX 919.854.7925 Transmittal Date: 4-05-2002 Job. No: 359-02 To: North Carolina Division of Water Quality 4oi Wetlands Unit Attn: Mr. John R. Dorn Re: Triple Creek - Phase 14 Minor Variance Request i Sending: A ® Attached ? Under separate cover the following via items: ? Prints/Plans ? Shop Drawings ? Specifications ? Samples ? Other: Copies Date Description 4-05-2002 Minor Variance Request Package for Triple Creek - Phase 14 Transmitted for: ? Your use ? Approved as submitted ? Resubmit ® Copies for approval ? As requested ? Approved as noted ? Submit ? Copies for distribution ? Review and comment ? Returned for ? Return ? Corrected prints Remarks Mr. Dorney, please accept the attached Minor Variance Application Package for three home sites in Triple Creek Subdivision- Please do not hesitate to contact me if vnu have any nuestions_ comments or concerns shout this renuest or if vnu require additional information- Thank von in advance for your time spent reviewing this reo iest_ SPAULDING & NORRIS, PA d Civil Engineering & Planning April 5, 2002 Mr. John R. Dorney North Carolina Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Re: Minor Variance Request for three home sites in Triple Creek Subdivision located in Raleigh, North Carolina Dear Mr. Dorney, Attached you will find a completed Variance Request Form -for Minor Variances; Protection and Maintenance of Riparian Areas Rules for three home sites in Triple Creek Subdivision. Triple Creek Subdivision is located in northeast Raleigh, less than one mile east of the intersection of US 1 and US 401 (Exhibits 2 & 3). The site contains a channel that is located within the Neuse River Basin and is subject to the Neuse Riparian Buffer Rules. Colony Homes is the owner of the three home sites for which the Minor Variance is requested. These three home sites were purchased as part of a 20-lot phase within the existing subdivision (Exhibit 4). Lots 248, 249 and 250 are the only home sites in the phase that require Neuse Buffer Minor Variance approval in order to build homes that meet HUD guidelines for maximum slope. HUD guideline 4140.3 CHG, DATASHEET 79G #9 (Exhibit 5), states that "Slopes generally shall be no steeper than 2 horizontal to 1 vertical for either fill or cut slopes." Due to the topography of the home sites and the location of the Neuse Riparian Buffer, a short (1.6 to 4 foot tall) retaining wall is needed just upslope of the Zone 1 / Zone 2 line (Exhibits 6). The owner has attempted to eliminate the need for this retaining wall by adding a basement to each of the homes proposed for these home sites. However, when minimum building setbacks of 10-feet from the right-of-way line are added, it becomes evident that the maximum slope acceptable to HUD (2:1) cannot be met without the use of a short retaining wall in Zone 2 of the NRB or grading into Zone 1, neither of which is acceptable without a variance approval. I have talked with Mr. Steve Mitchell about the possibility of obtaining a Minor Variance for the installation of short retaining walls on these three home sites. Mr. Mitchell stated Phone: (919) 854-7990 • Fax: (919) 854-7925 •972 Trinity Road • Raleigh, North Carolina 27607 that the owner could possibly obtain approval of the Minor Variance request if the retaining walls were constructed in a way that provided sheet flow throughout the entire Neuse Riparian Buffer and maintained the purpose and intent of the Neuse Riparian Buffer Rules. As displayed in the retaining wall design drawings (Exhibit 7), a ground swale, in conjunction with a subdrain that outlets through the retaining wall (every 25- feet), will be incorporated just upslope of the wall to catch and filter stormwater from the home sites. If approved, this system would provide stormwater treatment / nutrient removal similar to that of a sand filter, and arguably, better treatment than would be achieved by a simple, revegetated 2:1 slope with no catchment and treatment device. The general purpose and intent of the Neuse Riparian Buffer Rules will remain intact with your approval of this Minor Variance request. Please do not hesitate to contact me if you have any questions, comments or concerns about this request. Thank you in advance for your time spent reviewing this request. Sincerely, j4qvl?'?- Scott Mitchell, PE, LSS Environmental Scientist/Engineer OFFICE USE ONLY: Date Received Request # State of North Carolina Department of Environment and Natural Resources Division of Water Quality (' if h! Variance Request Form - for Minor Variances Protection and Maintenance of Riparian Areas Rules NOTE: This form maybe photocopied for use as an original. Please identify which Riparian Area Protection Rule applies. ? Neuse River Basin: Nutrient Sensitive Waters Management Strategy Protection and Maintenance of Riparian Areas Rule (15A NCAC.0233) ? Tar-Pamlico River Basin: Nutrient Sensitive Waters Management Strategy Protection and Maintenance of Riparian Areas Rule (15A NCAC.0259) Part 1: General Information (Please include attachments if the room provided is insufficient.) 1. Applicant's name (the corporation, individual, etc. who owns the property): 2. Print Owner/Signing Official (person legally responsible for the property and its compliance) Name: --- ---- Title: `t?r1,QA tY - - -- ---- -- -- - -- -- ----._.__..--------._-- - - Street address: 111712 A Y City, State, Zip: ,t?/?_b*!v><21?1Z?1 - ---___. Telephone: 7l - 0092 -- -- --------- ------- Fax: 9/4 ) 21 ' Q11 ----- --- --- --- - - --- -- -- --- __. 3. Contact person who can answer question about the proposed project: Name: ----- Telephone: Fax: o1 q ).-65- 1=. - ----- - ---- -- - - ----------- - -- Email: 4. Project Name (Subdivision, facility, or establishment name - consistent with project name on plans, specifications letters, operation and maintenance agreements, etc.): 5. Project Location: Street address: _ S,)vt?-- City, State, Zip: County: Version 1: February 2000 Latitude/longitude: 6. Directions to site from nearest major intersection (Also, attach an 8'h x 11 copy of the USGS topographic map indicating the location of the site): 7 J/ 1,4 oa 7 / ?? Sf??c SYI ;l AN y 300-4cf Oft Aare C?Hrf rte. Stream to IYe impacted by the proposed activity. Stream name (for unnamed streams label as "UT" to the nearest named stream): Stream classification [as identified within the Schedule of Classifications 15A NCAC 2B .0315 (Neuse) or.0316 (Tar-Pamlico)]: 8. Which of the following permits/approvals will be required or have been received already for this project? Required: Received: Date received -!Vp No N - -- - IV. Permit Type: CAMA Major CAMA Minor 401 Certification/404 Permit On-site Wastewater Permit NPDES Permit (including stormwater) Non-discharge Permit Water Supply Watershed Variance Others (specify) _.-__ __ __ ___ Part 2: Proposed Activity (Please include attachments if the room provided is insufficient.) Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat map or site plan) to accurately delineate the boundaries of the land to be utilized in carrying out the activity, the location and dimension of any disturbance in the riparian buffers associated with the activity, and the extent of riparian buffers on the land. Include the area of buffer impact in ft2.]: , .-_v-_ 1?v. ...... - 2. State reasons why this plan for the proposed activity cannot be practically accomplished, reduced or reconfigured to better minimize or eliminate disturbance to the riparian buffers: r'.'- - .- /- _1• f .",_/ . . .- 1 --- ---i _i -Z- d'> r 3. g1L,T / Nf/In i•+A---AMC / h-le kt AlCfwLr/'????J4?100-1 Z&f? kslfff YG/A/10/109 W#/ ?S W^( f?aGTte /., a9HC Z If AAe 9'.l^ td. Descriptio6 of any best management practices to be used to control impacts associated with the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow, re-planting vegetation or enhancement of existing vegetation, etc.): G"h.-n/ .5L la,.'.-, / kill / ; f / td /_,vG6/l !/en.# /.J,%/ i-vZz) O#0 ?ZAi -4 / 1 ,ale ' 1641& SwQQ//c AN "041 r1?S L-)4 I t w; l 1 ac f Af a <,I, e( Variance Request Form, page ,!', /?av ?rv•7?;rf tip tY•'?.f Version 1: February 2000 ?CN,oyal 4" Nwi 4- irte6?1/iD«S 5;arf/1111 4. Please provide an explanation of the following: (1) The practical difficulties or hardships that would result from the strict application of this Rule. # 2U8 ? 2 Ho r.. cr ? 9 f H, ? c f SAD sfA?al??f • 7h ct ? ?/?, rr c h ?N, ? s. ftf 4, iu ,(c/ ? (2) How these difficulties or hardships result from conditions that are unique to the property involved. ----------- (3) If economic hardship is the major consideration, then include a specific explanation of the economic hardships and the proportion of the hardship to the entire value of the project. The ;A G?Iw? f fl! 4- ,_JL.,, /mow ``__ ?nri_a ??an/ a/i1-rh wl ,y Part 3: Deed Restrictions By your signature in Part 5 of this application, you certify that all structural stormwater best management practices required by this variance shall be located in recorded stormwater easements, that the easements will run with the land, that the easements cannot be changed or deleted without concurrence from the State, and that the easements will be recorded prior to the sale of any lot. Part 4: Agent Authorization If you wish to designate submittal authority to another individual or firm so that they may provide information on your behalf, please complete this section: Designated agent (individual or firm) Mailing address: _ City, State, Zip: Telephone: Fax: Email: r? Part 5: Applicant's Certification 1, pa f sll cl!a Ha H/" k! ff_e- (print or type name of person listed in Part I, Item 2), certify that the information included on this permit application form is correct, that the project will be constructed in conformance with the approved plans and that the deed restrictions in accordance with Part 5 of this form will be recorded with all required permit conditions. II - Signature: i t Variance Request Form, page 3 Version 1: February 2000 ry yCC641VG )-Ac ?vrv?i?riy. Table of Exhibits Exhibit 1: Agent Authorization Form Exhibit 2: USGS Map Exhibit 3: Triple Creek Subdivision Map Exhibit 4: Triple Creek Subdivision - Phase 14 Map Exhibit 5: HUD Guidelines 4140.3 CHG, DATASHEET 79G #9 Exhibit 6: Lot Profiles for Lots 248 & 249 Exhibit 7: Retaining Wall Design Drawings Exhibit 8: Channel Location Survey SPAULDING & NORRIS, PA Civil Engineering & Planning AGENT AUTHORIZATION FORM ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER Name: ,hti,es Address: // p 0 d/a da ?a Dr,'?e 9G1 ;u 1, 1G 2?&p9 Phone: g i? - 87 / - Oo y 2XF??,?,? 201J Project Name/Description: a -,Vc /,7 H ,c/G Date: ),eh,-kal , ?l. Zaaz The Department of the Army US Army Corps of Engineers Wilmington District PO Box 1890 Wilmington, NC 28402-1890 Attn: Field Office: Pi/e,ti /2 Re: Wetlands Related Consulting & Permitting To Whom It May Concern: I, the current property owner, hereby designate and authorize Spaulding & Norris, P.A., to act on my behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in support of applications, etc., from this day forward. This the day of FG6ri,,a0 2 aaz This notification supercedes any previous correspondence concerning the agent for this project. RO-0- AL'I PRINT Owner's Name OPERTY Owne ignature Cc: Mr. John Dorney NCDENR - Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone: (919) 854-7990 • Fax: (919) 854-7925 + 972 Trinity Road • Raleigh, North Carolina 27607 h"ta to ", k4 Zqn A JI I i ? I i •f I .-01PAS TUdPE •?'. '01Ne? .? ?. .?n I ?• I?, ?? 341 • ll 1 i ? ? ? 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II r ° IT? -I ?m q::3 -U-ua 0 -I O a- o rn - U c N.-O ?m ° z ,u r -n ? zoO (n _ n v D mgr; z EOD -- Z U C W O ? 0 .. N µ• Oo nX N C? z z F D o ;u ° .. Fri v) M o c En O o 0 0 = m 0 00 D C D m 0 0 00 z ;a 0 -p oo O . r ¦? K 0 O :D ¦ II 0 D F C: ? ;u v C7 00 O M A v C) c II C ? •? oF W v low z O N p z 0 ?. F r Exhibit 7 Retaining Wall Design Drawings Exhibit 5 HUD Guidelines 4140.3 CHG, DATASHEET 79G #9 4140.3 CHG HUD-Wash., Q. C. c. Assurance of Slope Maintenance: An escrow agreement or other acceptable assurance of completion assuring that the slopes and slope planting in the slope control areas will be watered and will receive other initial maintenance in accordance with the accepted Specification for Slope Control Planting; see agreement referred to in 9.b. above. Not required for area in which specified initial maintenance has been completed, d. Easements for Escrow Agreements: To prevent possible legal objection by owners of property to the performance of the work contemplated by escrow agreements or other assurances of completion, entered into under Paragraphs B.b. and 8.c. above. Short-term easements for access to and over the slope control areas to perform the work covered by any completion agreement shall be reserved by the sponsor for itself and the escrow holder. Such easements should not be perpetual but should last for a period of time determined to be necessary by the HUD-FHA to insure the fulfillment of the work covered by the completion agreement. 9. CONTROLLED SLOPES. Where a serious hazard or nuisance could be caused by lack of stabilization of a slope, the HUD-FHA requires effective control of the slope to assure its continuous stabilization. Plans and other required exhibits for such controlled slopes shall comply with the following: a. Slope Ratios: Slopes generally shall be no steeper than 2 horizontal to 1 vertical for either fill or cut slopes. Where particular conditions make it appropriate to vary from these slopes, the HUD-FHA requires flatter slopes or accepts steeper slopes, such as in the case of a stable rock face. HUD-FHA determination of acceptable slope ratios for mortgage insurance purposes is predicated on a stability analysis of the data and certifications of soil characteristics and slope stabilization required in Paragraphs 4. and S. above, and its analysis of light, air, open space and other factors relating to the properties. b. Slope Benches: Where site conditions indicate the need, slopes having a vertical height exceeding 25 feet shall have benches to provide breaks in the high slopes in order to intercept surface water and to aid in doing maintenance work on the slopes, Slope benches shall be at intervals not exceeding 25 feet vertical height. Benches shall be at least 6 feet wide and constructed to intercept surface water from the slopes and to carry it in paved drainageways at suitable gradient to proper outfalls. Data Sheet 799 6/73 Page 10 HUD-Wash., D. C. 4140.3 CHG C. Lot Line Locations; insofar as practicable, lot lines shall be located at the top of banks or along elope benches, instead of at the toe of slopes or at intermediate locations. d. Usable Rear Yards; Provide a usable rear yard at least 15 feet deep from building wall to the toe of a slope with vertical height exceading 15 feet. Increase the horizontal distance of the required 15-foot usable rear yard at the rate of 1/4 foot horizontal for every foot of bank height over the first 15 feet. C. Usable Front and Side Yards: Maximum 2 112 inches per foot (21 percent) away from building for a maximum 4 foot distance. At toe of slope where height of bank exceeds 4 feet, increase the horizontal distance of the minimum 4-foot usable yard at the rate of 1/4 foot horizontal for every foot of bank height over the first 4 feet. f. Storm Water Runoff: Storm water runoff shall nor be carried over the controlled slopes but shall be provided for as follows: (1) Wherever attainable without producing disproportionate disadvantages, each lot shall be graded s? that storm water will drain from the back yard through the side yards and front yard directly to the abutting street and not across other lots or onto controlled slopes. (2) When the above does not apply, water shall be collected along the top of the slopes by means of paved gutters and shall be carried in them to a proper outfall. The paved gutters shall be located in properly established slope control areas or in drainage easements. g. Boundaries of Slope Control Areas; Where a serious hazard or nuisance to one property could be caused by lack of stabilization of a slope located in whole or in part on another property, the slope shall be included in a slope control area which is established by a proper legal instrument. Drainageways necessary to the stabilization of such slopes shall also be included in the slope control area unless located in separate rights-of-way or easements of a local public authority or property-owners' association. Boundaries may fall within required yard areas unless the slope control area is in the ownership of a public authority or an association. Boundaries shall be legally Data Sheet 799 Page 11 6/73 HUD-Wash., D. C. 4140.3 CHG established, usually by reference to a map in the protective covenants or other legal instrument which sets up the permitted use and required maintenance of the slope control area. h. Permitted Use and Required Maintenance of Slope Control Areas: Were practicable, the slope control areas shall be established as rights-of-way or easements of a local public authority or properly constituted property-owners' association. Otherwise they shall be established as slope control,areas which are identified in recorded protective covenants or other legal agreements running with the land, and which are made subject to appropriate agreements regarding use and maintenance by each individual property owner. In any case, the agreements with the public authority or property-owners' association, or among individual owners under the covenants, shall include both land use restrictions in the slope control area and maintenance provisions designed to preserve, protect, maintain and assure the continuous effectiveness of elope control drainageways, slope control planting, established slope ratios, and other elope control measures taken for the benefit of the properties. i. Slope Control Planting: Slopes located in the elope control areas shall be fertilized and planted with soil-fixing grasses, vines or shrubs, or otherwise treated as necessary to adequately stabilizo slopes for the specific development. ?. Initial Maintenance of Slopes: Initial maintenance of slopes and planting in slope control areas shall be continued until stabilization has been assured, k. Retaining Walls: Retaining wells shall be avoided wherever possible, particularly at the toes of high slopes. Retaining walls installed in slope control areas shall be constructed of concrete or other masonry and adequately designed to carry all earth pressures including any embankment surcharge. 1. Fences: Fences of proper design and construction shall be installed for safety purposes along the top of slopes exceeding 15 feet vertical height and 3 to 1 slope ratio, and along the top of walls exceeding 4-feet vertical height, 10. CONTROLLED EARTHWORK. For any development in which buildings are to be placed on graded areas, all earthwork shall be designed, engineered and constructed in such a manner that there will be no Data Sheet 79g Page 1 _ I I }} F I r II - -t " T 1 T f V r i I - T_ - 4 - ? i 1 r }- } i - - i a - H IF - 4 - J _ - - - - - - - - - - - - - - - - - - - - - - " - - - f - -- r - 4 , - - - - T 4 , - - - - -} - - - - h -?- ! - - - - - i- } - - { - - r L r i •- - - 1 - ? - + - -} - - - - _ II I r - 44 -f- -r- - 4 4 IF -I -?' -- - 4 _ 4 1 I ! ' I 4 4-1 + I I - - - - t -? I- -L ' L - 4 -1 4 + T T 1 - i } ?1 _ ? I . ! I I I l I r. r I ? " - _ - - -r --- ?- - L-T- - ---- -- -j j-4- -T -i -1-- -r -r- -J- ' -T?-?- I I i - - - - -+ L -+ - ? L-?- } - r r L (-t 4 -t ' t 1 ! t T T-I ? I -4-4414 - }-t--?r 1 ' 1 - r i I - t- _ 1 _ { 44 ; t- I- 4- -7r ' -1--1--t- ?r l 1 - - ± 47 4 r+ }- }-f -i 1- r + ! ! ! -t 7 - +? -+ + i-f-? -I-I 4 t i- r1 +ttfi 1 1 + F-r ? I r?- , I I 11+ ; 1 I i I : F F + 11 4 4- t l I ? ' I 1 I I I I 4 4 4 - ! I ? I L ! d -f _ T1 -14 - - 4 1- oz-tsoZ SPAULN & NORRIS, PA Civil Engineering & Planning 0W April 4, 2002 rls AM Mr. John R. Dorney 1N IlY SECTI .... r. North Carolina Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Re: Minor Variance Request for two home sites in Triple Creek Subdivision located in Raleigh, North Carolina Dear Mr. Dorney, Attached you will find a completed variance Request Form -for Minor Variances; Protection and Maintenance of Riparian Areas Rules for two home sites in Triple Creek Subdivision. Triple Creek Subdivision is located in northeast Raleigh, less than one mile east of the intersection of US 1 and US 401 (Exhibits 2 & 3). The site contains a channel that is located within the Neuse River Basin and is subject to the Neuse Riparian Buffer Rules. Colony Homes is the owner of the two home sites for which the Minor Variance is requested. These two home sites were purchased as part of a 20-lot phase within the existing subdivision (Exhibit 4). Lots 248 and 249 are the only home sites in the phase that require Neuse Buffer Minor Variance approval in order to build homes that meet HUD guidelines for maximum slope. HUD guideline 4140.3 CHG, DATASHEET 79G #9 (Exhibit 5), states that "Slopes generally shall be no steeper than 2 horizontal to I vertical for either fill or cut slopes." Due to the topography of the home sites and the location of the Neuse Riparian Buffer, a short (3 to 4 foot tall) retaining wall is needed just upslope of the Zone 1 / Zone 2 line (Exhibits 6). The owner has attempted to eliminate the need for this retaining wall by adding a basement to each of the homes proposed for these two home sites. However, when minimum building setbacks of 10- feet from the right-of-way line are added, it becomes evident that the maximum slope acceptable to HUD (2:1) cannot be met without the use of a short retaining wall in Zone 2 of the NRB or grading into Zone 1, neither of which is acceptable without a variance approval. I have talked with Mr. Steve Mitchell about the possibility of obtaining a Minor Variance for the installation of short retaining walls on these two home sites. Mr. Mitchell stated Phone: (919) 854.7990 • Fax: (919) 854-7925 • 972 Trinity Road • Raleigh, North Carolina 27607 that the owner could possibly obtain approval of the Minor Variance request if the retaining walls were constructed in a way that provided sheet flow throughout the entire Neuse Riparian Buffer and maintained the purpose and intent of the Neuse Riparian Buffer Rules. As displayed in the retaining wall design drawings (Exhibit 7), a ground swale, in conjunction with a subdrain that outlets through the retaining wall (every 25- feet), will be incorporated just upslope of the wall to catch and filter stormwater from the home sites. If approved, this system would provide stormwater treatment / nutrient removal similar to that of a sand filter, and arguably, better treatment than would be achieved by a simple, revegetated 2:1 slope with no catchment and treatment device. The general purpose and intent of the Neuse Riparian Buffer Rules will remain intact with your approval of this Minor Variance request. Please do not hesitate to contact me if you have any questions, comments or concerns about this request. Thank you in advance for your time spent reviewing this request. Sincerely, Scott Mitchell, PE, LSS Environmental Scientist/Engineer OFFICE USE ONLY: Date Received. __ Request # ---- ---- ------ State of North Carolina Department of Environment and Natural Resources Division of Water Quality Variance Request Form - for Minor Variances Protection and Maintenance of Riparian Areas Rules NOTE. This form may be photocopied for use as an original. Please identify which Riparian Area Protection Rule applies. u Neuse River Basin: Nutrient Sensitive Waters Management Strategy Protection and Maintenance of Riparian Areas Rule (15A NCAC .0233) u Tar-Pamlico River Basin: Nutrient Sensitive Waters Management Strategy Protection and Maintenance of Riparian Areas Rule (15A NCAC.0259) Part 1: General Information (Please include attachments if the room provided is insufficient.) 1. Applicant's name (the corporation, individual, etc. who owns the property): 2. 3 4. Print Owner/Signing Official (person legally responsible for the property and its compliance) Name: Pa r es*ef io Jjay, c in e, Title: - Street address: 11=yaA0 be;vc City, State, Zip: Rale 1,, AIC 2? Telephone: Fax: -g_)_?ZJ_?>Zy1? Z ------- -- ------- - Contact person who can answer questions about the proposed project: Name: Si-'v yf ,t?Jc? ? d S Telephone: L-6A.) s - . _ _-_-- Fax: (91l -7 9 2 Email: AGO 4 '4?"s,.?d.m_____ Project Name (Subdivision, facility, or establishment name - consistent with project name on plans, specifications, letters, operation and maintenance agreements, etc.): 5. Project Location: Street address: City, State, Zip: County: Version 1: February 2000 Latitude/longitude: 6. Directions to site from nearest major intersection (Also, attach an 8'/2 x 11 copy of the USGS topographic map indicating the location of the site): S on, n ST/f f 7 S ,S 4 ??/4i M I'P 4>{c I 300 ea f Par f ?a?A ou? s? r, j f. 7. Stream to be impacted by the proposed activity: Stream name (for unnamed streams label as "UT" to the nearest named stream): Beaver aw, ?1c k Stream classification [as identified within the Schedule of Classifications 15A NCAC 2B .0315 (Neuse) or.0316 (Tar-Pamlico)]: __C__,__ A/S k? 8. Which of the following permits/approvals will be required or have been received already for this project? Required: Received: Date received: N O -- --- - Yo - - Ato ^_! IV 0` _N?_ Permit Type: CAMA Major CAMA Minor 401 Certification/404 Permit On-site Wastewater Permit NPDES Permit (including stormwater) Non-discharge Permit Water Supply Watershed Variance Others (specify) Part 2: Proposed Activity (Please include attachments if the room provided is insufficient.) 1. Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat map or site plan) to accurately delineate the boundaries of the land to be utilized in carrying out the activity, the location and dimension of any disturbance in the riparian buffers associated with the activity, and the extent of riparian buffers on the land. Include the area of buffer impact in ftz.]: 2. State reasons why this plan for the proposed activity cannot be practically accomplished, reduced or reconfigured t better minimize or eliminate disturbance to the riparian buffers: ?f/'rnnn ???!!?/. ?r.:11,-A4*cirra SG7?/G/,?C ?/ .wi?Aw,f.ff D?.el A?,' .,...« $wTrir h&J1rfS 4 rGfAi'r??n w411 i'S to?jf/NG><epr in VP.,t Z ?? fir! ?.Iee?, 3. Description of any best management practices to be used to control impacts associated with the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow, re-planting vegetation or nhancement of existing vegetation, etc.): _?t f?%.•? - r -. ? ? G/l ??' H ?'s?eal9r,?c% s/e.?• c ..well ?r_ cor?> raft C rvt?nd f . 1?_...-7?..'.? fL? ..?.1.??"0 ??..7?'D.r+ri.. ??a+?B?.Y•'i?a! tev ,lr...'-IV __fe__. v6/eFl? _ 14r0µJ ti ??Q1 / 44Ge ?'r, t{+? Aoe P/ A4 e tv fe . E,; a-w,4h Variance Request Form, page 2 Version 1: February 2000 I J -$h _??%.-_-Ll??_ rohye!5?,????__Q_nd.___r..?f?r._n,?_-?.?J._.?.??_.,w__-.rl_.?cn??..?s_I.R__s?hrl ,l:/?w j»°V?i? Hn??: trf/ ?0"Wal A., ?N•?0{? ??orr, ?i?+,?I?r?ftwJ !N?rR6'?? Oh -I?-le. 4. Please provide an explanation of the following: (1) The practical difficulties or hardships that would result from the strict application of this Rule. 02 yB ,g,,W #26 (2) How these difficulties or hardships result from conditions that are unique to the property involved. Leal1 Set a C41e4.? Ar 4&1- J-. Part 3: Deed Restrictions By your signature in Part 5 of this application, you certify that all structural stormwater best management practices required by this variance shall be located in recorded stormwater easements, that the easements will run with the land, that the easements cannot be changed or deleted without concurrence from the State, and that the easements will be recorded prior to the sale of any lot. Part 4: Agent Authorization If you wish to designate submittal authority to another individual or firm so that they may provide information on your behalf, please complete this section: Designated agent (individual or firm): Mailing address: _ City, State, Zip: _ Telephone: Fax: _ Email: Part 5: Applicant's Certification 1, I -0-1 . 7' ?? G,- y'Ide (print or type name of person listed in Part I, Item 2), certify that the information included on this permit application form is correct, that the project will be constructed in conformance with the approved plans and that the deed restrictions in accordance with Part 5 of this form will be recorded with all required permit conditions. Signature: Variance Request Form, page 3 Version 1: February 2000 (3) If economic hardship is the major consideration, then include a specific explanation of the economic hardships and the proportion of the hardshio to the entire value of the nrniPrt Table of Exhibits Exhibit 1: Agent Authorization Form Exhibit 2: USGS Map Exhibit 3: Triple Creek Subdivision Map Exhibit 4: Triple Creek Subdivision - Phase 14 Map Exhibit 5: HUD Guidelines 4140.3 CHG, DATASHEET 79G #9 Exhibit 6: Lot Profiles for Lots 248 & 249 Exhibit 7: Retaining Wall Design Drawings SPAULDING & NORRIS, PA Civil Engineering & Planning AGENT AUTHORIZATION FORM ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER Name: 6/10 "Mavahc ar,eS Address: //00 Dr,"ve IZ.le, 4 t, ,t/G 27& Oq Phone: 9 ?g - 87I - 009 2XF?, ,? Z E3?) Project Name/Description: /?.,,/,*y H/ A/C Date: Fe6rtiA?14 ll , 2002 The Department of the Army US Army Corps of Engineers Wilmington District PO Box 1890 Wilmington, NC 28402-1890 Attn: Field Office: Role,A /2 Re: Wetlands Related Consulting & Permitting To Whom It May Concern: I, the current property owner, hereby designate and authorize Spaulding & Norris, P.A., to act on my behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in support of applications, etc., from this day forward. This the / J day of /ce6 ruar", 2 OOZ This notification supercedes any previous correspondence concerning the agent for this project. PRINT Owner's Name Cc: Mr. John Dorney NCDENR - Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 4?/' QO?PERTY Owne ignature Phone: (919) 854-7990 • Fax: (919) 854-7925 ? 972 Trinity Road • Raleigh, North Carolina 27607 )Jjl 741 ??- X7? ?', ??? ? _? ? ? ? ?? ;,?? ??• .?? $ ? - ?? ?'?`? ?.- ?l ? 111, -ICI ? _? •?? ?• ? ?+? ;; ? . ? ? / ? ??_?_? ?-??`? ??>> -?i ,? -- i I , I 22115 ?9 3x ?--- "?' ? - • .. „300 'b 13 ???llllll '• 700 ?• - 750' I?I ?? 200VA ..?V? +' Cb t OR • / ? ? ?? 4C l n? -- 50 BeaOq • J ? / o - P 326 1 1/ 9/ / ? ,, I 1 ??I 'f IZ.-., ,1?,???, •?J -_:. ))) _ -? lI ?1?? ` ?j i?Il \ _ ???( ???1 ?1 i?//I % (C> ?2GQ SL MarksCh? "*os Exhibit 4 Triple Creek Subdivision - Phase 14 Map Exhibit 7 Retaining Wall Design Drawings 1 of 4 ??-7. Z? oz 1.1 GENERAL KEYSTONE RETAINING WALL SYSTEMS ARE DESIGNEC THEIR REMOVAL RETAINING WALL UTILIZING A HIGH DENSITY POLYES GEOGRID TO REINFORCE THE SOIL ZONE BEHIND TOMPACTED BACKFILL AND CONNECTED TO THE GEOGRID IS POSITIVELY CONNECTED TO THE MODULE PINS. GEOGRID SHALL BE PULLED TAUT BLOCK CREATING A REINFORCED SOIL MASS CAPAB ADDING FILL. GEOGRID SHALL BE INSTALLED AT LATERAL. EARTH PRESSURES AND SURCHARGED LOAS, (REFER TO DETAILS FOR THE APPROPRIATE TO THE ENGINEER REFER TO TYNDALL ENGINEERINCAVE BEEN COMPACTED TO 95X STANDARD PROCTOR 1.2 BACKFILL MATERIALS THE SOIL MATERIAL ASSOCIATED WITH THE RETAININ ZONE, THE RETAINED ZONE, OR THE FOUNDATION L FOLLOWING PROPERTIES: D TO 95X STANDARD PROCTOR. ONLY HAND OPERATED A) FOUNDATION SOILS 0-28 DEGREES, COHENSIOT NITS. BACKFILL SHALL BE PLACED FROM THE WALL REARWARD B) RETAINED SOILS 0=28 DEGREES, COHENSION=1 SHALL NOT BE OPERATED DIRECTLY ON THE GEOGRID. C) REINFORCED SOILS 0=28 DEGREES. COHENSIOIAL SHALL NOT BE ALLOWED. FROZEN SOILS, SNOW, ICE HEAVY THE SOIL CHARACTERISTICS ABOVE WERE ASSUTHE #40 SIEVE SHALL NOT HAVE A LIQUID LIMIT OF GREATER BASED ON INFORMATION SUPPLIED TO THE ENITEN CONSENT IS OBTAINED FROM THE ENGINEER PRIOR TO NOT REPRESENT THE ACTUAL SOIL TO BE USE IMMEDIATELY AND THE WALL SHALL BE REDESII 1.3 FOUNDATION LOADS ER THAN 28 DEGREES WITH 0 PSF COHENSION. THE MAXIMUM APPLIED FOUNDATION LOAD FOR THI%.VILL MEET THIS CRITERIA. 1.4 CONCRETE MASONRY WALL UNITS CONCRETE WALL UNITS SHALL BE KEYSTONE UNITS TION REQUIRING GEOGRID OR EVERY 3RD LIFT AS A MINIMUM WITH ASTM-131372 AND ASTM C140 AND SHALL HAL FACE. COMPACTION TESTS AS WELL AS A VERIFIED FRICTION STRENGTH OF 3000 PSI. UNITS SHALL BE INTERLO( 1.5 GEOGRID REINFORCEMENT THE GEOGRID REINFORCING MATERIAL SHALL BE A I1LD BECOME EVIDENT: BY SYNTEEN AND SHALL MEET THE SPECIFICATION SYNTEEN SF 35 WATER LINES UNDER OR BEHIND THE WALL SYNTEEN SF 55 1.8 WALL BATTER SYNTEEN SF 80 T FREE OF DEFECTS THAT WOULD INTERFERE WITH THE PLACING BATTER FOR THE ENTIRE WALL SHALL BE MAINTAIN?CKS INCIDENTAL TO THE USUAL METHOD OF MANUFACTURING 2.0 FOUNDATION REQUIREMENTS : NOT GROUNDS FOR REJECTION. THE FOUNDATION BEARING CAPACITY THAT WAS ASS THE FIELD, AND COPIES OF THE TEST DATA FILED I RIB HAS BEEN CUT OR RIPPED. THE CONTRACTOR SHALL CLEARED OF LOOSE SOIL. A MINIMUM OF 12" OF VLS THAT MEETS THIS CRITERIA. IF THE GEOGRID 15 DAMAGED OF EACH BLOCK AS INDICATED ON THE DETAILS. MCTORS EXPENSE. 2.1 LEVELING PAD -ONLY). WHERE SITE CONDITIONS WARRANT, MATERIAL SHALL CONSIST OF COMPACTED SAND, G" CUT BEHIND THE GEOGRID LAYERS. STRATA-DRAIN (8 FT. THE PAD SHALL BE B" THICK WHEN CONCRETE AN[ FT CENTERS AND 2/3 THE WALL HEIGHT. SHALL BE COMPACTED TO 95X STANDARD PROCTOR OF ONE PASS OF THE COMPACTION EQUIPMENT. TH SECTIONS SHALL BE MAINTAINED AT A DEPTH OF 1 RS INSTALLATION WITH PAVING INSTALLATION. GREATER THAN OR EQUAL TO 7FT AND 2'-0" FOR CE AT ALL TIMES DURING CONSTRUCTION OF THE WALL 2.2 UNIT FILL IO LENGTH AND ELEVATIONS. THE VOID WITHIN EACH UNIT SHALL BE FILLED WIT OR SHOULD THE EMBEDMENT DEPTH OF THE BLOCK PASSING THE 2" SIEVE. A MINIMUM OF 318" WASH GREATER THAN OR EQUAL TO 7FT THE #200 SIEVE.) PLACE THIS MATERIAL BEHIND Th CLEAN FRON THE TOP OF THE BLOCK PRIOR TO IN (PURE SILTS AND CLAYS) ARE NOT ACCEPTABLE. SHILL BE COMPLETELY FILLED BEFORE PROCEEDING 2.3 FIRST BLOCK COURSE LATION OF A SEGMENTAL RETAINING WALL SHALL BE ADDRESSED THE FIRST COURSE OF BLOCK SHALL BE PLACED CE TEMPORARY SLOPES RESTS WITH THE OWNER AND/OR THE UNITS SHALL MAINTAIN A DISTANCE OF A MININHA STANDARDS OF MAX. SLOPE STEEPNLSS=I.5H:1V. PROPER ALIGNMENT MAY BE ACHIEVED WITH THE AIITHE ARCHITECT OR GENERAL CONTRACTOR. APPROPRIATE HOLES PROCEED TO THE NEXT COUM SITE TOPOGRAPHY DOES NOT MATCH CONDITIONS OUTLINED BOTH SIDES AS WELL AS ABOVE AND BELOW. SOME CURVES AND A BATTER. COLONY HOMES BALL ENGINEERING AND DESIGN 1100 NAVAHO DR. STE. GL - 3 RALEIGH, NC 27609 100 PROFESSIONAL COURT GARNER, NORTH CAROLINA 27529 (919) 773-1200 (OFFICE & FAX) (919) 291-4073 (MOBILE) Exhibit 5 HUD Guidelines 4140.3 CHG, DATASHEET 79G #9 HUD-Wash., D. C. 4140.3 CHG c. Assurance of Slope Maintenance: An escrow agreement or other acceptable assurance of completion assuring that the slopes and slope planting in the slope control areas will be watered and will receive other initial maintenance in accordance with the accepted Specification for Slope Control Planting; see agreement referred to in B.b. above. Not required for area in which specified initial maintenance has been completed, d. Easements for Escrow Agreements: To prevent possible legal objection by owners of property -to the performance of the work contemplated by escrow agreements or other assurances of completion, entered into under Paragraphs B.b. and 8.c. above. Short-term easements for access to and over the slope control areas to perform the work covered by any completion agreement shall be reserved by the sponsor for itself and the escrow holder. Such easements should not be perpetual but should last for a period of time determined to be necessary by the HUD-FHA to insure the fulfillment of the work covered by the completion agreement. 9. CONTROLLED SLOPES. Where a serious hazard or nuisance could be caused by lack of stabilization of a slope, the HUD-FHA requires effective control of the slope to assure its continuous stabilization. Plans and other required exhibits for such controlled slopes shall comply with the following: a. Slope Ratios: Slopes generally shall be no steeper than 2 horizontal to 1 vertical for either fill or cut slopes. Where particular conditions make it appropriate to vary from these slopes, the HUD-FHA requires flatter slopes or accepts steeper slopes, such as in the case of a stable rock face. HUD-FHA determination of acceptable slope ratios for mortgage insurance purposes is predicated on a stability analysis of the data and certifications of soil characteristics and slope stabilization required in Paragraphs 4, and 5, above, and its analysis of light, air, open space and other factors relating to the properties. b. Slope Benches: Where site conditions indicate the need, slopes having a vertical height exceeding 25 feet shall have benches to provide breaks in the high slopes in order to intercept surface water and to aid in doing maintenance work on the slopes, Slope benches shall be at intervals not exceeding 25 feet vertical height. Benches shall be at least 6 feet wide and constructed to intercept surface water from the slopes and to carry it in paved drainageways at suitable gradient to proper outfalls. Data Sheet 79g 6/73 Page 10 HUD-Wash., D. C. 4140.3 CHO C. Lot Line Locations: Insofar as practicable, lot lines shall be located at the top of banks or along elope benches, instead of at the toe of slopes or at intermediate locations. d. Usable Rear Yards; Provide a usable rear yard at least 15 feet deep from building wall to the toe of a slope with vertical height exceeding 15 feet. Increase the horizontal distance of the required 15-foot usable rear yard at the rate of 1/4 foot horizontal for every foot of bank height over the first 15 feet, e. Usable Front and Side Yards: Maximum 2 112 inches per foot (21 percent) away from building for a maximum 4 foot distance. At toe of slope where height of bank exceeds 4 feet, increase the horizontal distance of the minimum 4-foot usable yard at the rate of 1/4 foot horizontal for every foot of bank height over the first 4 feet. f. Storm Water Runoff: Storm water runoff shall nor be carried over the controlled slopes but shall be provided for as follows: (1) Wherever attainable without producing disproportionate disadvantages, each lot shall be graded no that storm water will drain from the back yard through the side yards and front yard directly to the abutting street and not across other lots or onto controlled slopes. (2) When the above does not apply, water shall be collected along the top of the slopes by means of paved gutters and shall be carried in them to a proper outfall. The paved gutters shall be located in properly established slope control areas or in drainage easements. g. Boundaries of Slope Control Areas; Where a serious hazard or nuisance to one property could be caused by lack of stabilization of a slope located in whole or in part on another property, the slope shall be included in a slope control area which is established by a proper legal instrument. Drainageways necessary to the stabilization of such slopes shall also be included in the slope control area unless located in separate rights-of-way or easements of a local public authority or property-owners' association. Boundaries may fall within required yard areas unless the slope control area is in the ownership of a public authority or an association. Boundaries shall be legally Data sheet 79g Page 11 6/73 p a, NOD-Wash., D. C. 4140.3 CHG established, usually by reference to a map in the protective covenants or other legal instrument which sets up the permitted use and required maintenance of the slope control area. h. Permitted Use and Required Maintenance of Slope Control Areas: Were practicable, the slope control areas shall be established as rights-of-way or easements of a local public authority or properly constituted property-owners' association. otherwise they shall be established as slope control,areas which are identified in recorded protective covenants or other legal agreements running with the land, and which are made subject to appropriate agreements regarding use and maintenance by each individual property owner. In any case, the agreements with the public authority or property-owners' association, or among individual owners under the covenants, shall include both land use restrictions in the slope control area and maintenance provisions designed to preserve, protect, maintain and assure the continuous effectiveness of slope control drainageways, slope control planting, established slope ratios, and other elope control measures taken for the benefit of the properties. i. Slope Control Planting: Slopes located in the elope control areas shall be fertilized and planted with soil-fixing grasses, vines or shrubs, or otherwise treated as necessary to adequately stabilize slopes for the specific development. ?. Initial Maintenance of Slopes: Initial maintenance of slopes and planting in slope control areas shall be continued until stabilization has been assured, k. Retaining Walls: Retaining walls shall be avoided wherever possible, particularly at the toes of high slopes. Retaining walls installed in slope control areas shall be constructed of concrete or other masonry and adequately designed to carry all earth pressures including any embankment surcharge. 1. Fences: Fences of proper design and construction shall be installed for safety purposes along the top of slopes exceeding 15 feet vertical height and 3 to 1 slope ratio, and along the top of walls exceeding 4-feet vertical height. 10. CONTROLLED EARTHWORK. For any development in which buildings are to be placed on graded areas, all earthwork shall be designed, engineered and constructed in such a manner that there will be no Data Sheet 799 6/73 Page 1 Exhibit 5 HUD Guidelines 4140.3 CHG, DATASHEET 79G #9 OFFICE USE ONLY: Date Received.- Request # - - -----._---- State of North Carolina Department of Environment and Natural Resources Division of Water Quality Variance Request Form - for Minor Variances Protection and Maintenance of Riparian Areas Rules NOTE. This form may be photocopied for use as an original. Please identify which Riparian Area Protection Rule applies. o Neuse River Basin: Nutrient Sensitive Waters Management Strategy Protection and Maintenance of Riparian Areas Rule (15A NCAC .0233) u Tar-Pamlico River Basin: Nutrient Sensitive Waters Management Strategy Protection and Maintenance of Riparian Areas Rule (15A NCAC.0259) Part 1: General Information (Please include attachments if the room provided is insufficient) icant's name (the corporation, individual, etc. who owns the property): 2. Print Owner/Signing Official (person legally responsible for the property and its compliance) Name: P Title: a /4G•n ,1ne fft, - Street address: 100 ayaA, le,' City, State, Zip: Ea I e, A/ C 2:? Telephone: , 00 g 4 Fax: (_?-a3) F71_r0 Y1? --------- --- -----------.,`-----.. 3. Contact person who can answer questions about the proposed project: Name: Sib ?f ,t',l JCAe d1 S 3 ??r,r- s?_- .? Telephone: (_JJJ) 5 - _- Fax: (911 )_7 9 2S ------ Email: 4. Project Name (Subdivision, facility, or establishment name - consistent with project name on plans, specifications, letters, operation and maintenance agreements, etc.): 5. Project Location: a _ Street address: City, State, Zip: jLg , Q A? ^16 27 619q Coun : Version 1: February 2000 Latitude/longitude: _ 6. Directions to site from nearest major intersection (Also, attach an 8'/Z x 11 copy of the USGS topographic map indicating the location of the site): v i??lrrarwp ? i? srnf n .y,_ • ?n i[Ti or.?-p--?- hH Sfree). ft ,s Arpe ,6r Ie11 300- rGl Par/ ?Aru ours 0. n r 7. Stream to be impacted by the proposed activity: Stream name (for unnamed streams label as "UT" to the nearest named stream): Cvexk Stream classification [as identified within the Schedule of Classifications 15A NCAC 213.0315 (Neuse) or.0316 (Tar-Pamlico)]: C ) ,VS k/ ------ 8. Which of the following permits/approvals will be required or have been received already for this project? Required: Received: Date received: -2_ NO - - NO - Ato h/Q_ ?/Q_ Permit Type: CAMA Major CAMA Minor 401 Certification/404 Permit On-site Wastewater Permit NPDES Permit (including stormwater) Non-discharge Permit Water Supply Watershed Variance Others (specify) Part 2: Proposed Activity (Please include attachments if the room provided is insufficient.) 1. Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat map or site plan) to accurately delineate the boundaries of the land to be utilized in carrying out the activity, the location and dimension of any disturbance in the riparian buffers associated with the activity, and the extent of riparian buffers on the land. Include the area of buffer impact in ftz.]: 2. State reasons why this plan for the proposed activity cannot be practically accomplished, reduced or reconfigured t9 better minimize or eliminate disturbance to the riparian buffers: .f BN?rI? hy/lff ?'GfAi'r?n w411 ?'S Lonfj?HGflpl in go-,t Z 0/ >114e a +?'t?. -- 3. Description of any best management practices to be used to control impacts associated with the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow, re-planting vegetation or nhancement of existing vegetation, etc.): _ efg/:h -:r. 1 /L?.q// 'H?'s?e>1 ? ?/c _s/e?•c 4adl ?r_car?e>r?fG_ C rv?,,?d _.?Gn/_A_L?_--H'.-TLi._ leHeL?4?C11.%r _. /1 .?R.._..T_..ff?.? .__?p.r0 ._?O.?i_ ?_.c?.?dB? 1v.'ihL_ ._. .r?r...htlcr /V- eelexl? ??p_KQ.1 .r 1Q1? _4044. _?r• ?' Oonl 1 of ?e . 4,_rG_ L.?eyr?irh Variance Request Form, page 2 J Version 1: February 2000 p/ov,b?.:, rl•?'r; trr9 ?CMD?qI ?s ru„o??' row, ?i+,?Irrvf?Nf !a?',?'n?f?y? Oti -J.'tC. 4. Please provide an explanation of the following: (1) The practical difficulties or hardships that would result from the strict application of this Rule. 02 yB ,NAG/ 02(/q (2) How these difficulties or hardships result from conditions that are unique to the property involved. ,,!! P/eafe set n a ???? G?c? It, ?ltr• __. _ _ __,_ 1. Part 3: Deed Restrictions By your signature in Part 5 of this application, you certify that all structural stormwater best management practices required by this variance shall be located in recorded stormwater easements, that the easements will run with the land, that the easements cannot be changed or deleted without concurrence from the State, and that the easements will be recorded prior to the sale of any lot. Part 4: Agent Authorization If you wish to designate submittal authority to another individual or firm so that they may provide information on your behalf, please complete this section: Designated agent (individual or firm) Mailing address: _ City, State, Zip: Telephone: Fax: _ Email: Part 5: Applicant's Certification 1. -,? HA C ? P We (print or type name of person listed in Part I, Item 2), certify that the information included on this permit application form is correct, that the project will be constructed in conformance with the approved plans and that the deed restrictions in accordance with Part 5 of this form will be recorded with all required permit conditions. Signature: Variance Request Form, page 3 Version 1: February 2000 (3) If economic hardship is the major consideration, then include a specific explanation of the economic hardships and the proportion of the hardshio to the entire value nf the nrniPrt Table of Exhibits Exhibit 1: Agent Authorization Form Exhibit 2: USGS Map Exhibit 3: Triple Creek Subdivision Map Exhibit 4: Triple Creek Subdivision - Phase 14 Map Exhibit 5: HUD Guidelines 4140.3 CHG, DATASHEET 79G #9 Exhibit 6: Lot Profiles for Lots 248 & 249 Exhibit 7: Retaining Wall Design Drawings SPAULDING & NORRIS, PA Civil Engineering & Planning AGENT AUTHORIZATION FORM ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER Name: 6/ ker Address: //00" adaG, o Dr, '?e S?,'?t GL 3 /4,4 G, A&G 27 6 09 Phone: 91y - d7/-ao92 20IJ Project Name/Description: 1-;,ale eviot4 "VC Date: Fe6rtiA?r? Zaoz The Department of the Army US Army Corps of Engineers Wilmington District PO Box 1890 Wilmington, NC 28402-1890 Attn: A, !4,.,,,g.,7dg 7-ones Field Office: Pale,h 12 Re: Wetlands Related Consulting & Permitting To Whom It May Concern: I, the current property owner, hereby designate and authorize Spaulding & Norris, P.A., to act on my behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in support of applications, etc., from this day forward. This the day of 1ce6 rc?crv, Z aaZ This notification supercedes any previous correspondence concerning the agent for this project. RC-10-0+4-1 PRINT Owner's Name OPERTY Owne ignature Cc: Mr. John Dorney NCDENR - Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone: (919) 854-7990 • Fax: (919) 854-7925 • 972 Trinity Road • Raleigh, North Carolina 27607 JIB ?? ? / ?I / 0 1 I i ?? a??' ??? ??74??' ?? 34?i V 4 ?I e _ 2!) o •; j?,.??:.I ?Lv?? , a ('z 3X X ) 6.1 1 \ -C w o 2706 l 100 M ? ?rD ^ " r \?C ? ? ) I I , .. dD ,326 " i - 'b ? u-Qp ? i}?-a?.Arce Wfyr/?' •? ?' ? v_ ? ? '? - j ? ? "J? 2 /11\ yrA . .... /,/r ?M rk.a Cb ( m /id k? \ widgeq i / Exhibit 4 Triple Creek Subdivision - Phase 14 Map 010523 Civil Engineering & Planning April 4, 2002 Mr. John R. Dorney North Carolina Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 'r I Re: Minor Variance Request for two home sites in Triple Creek Subdivision located in Raleigh, North Carolina Dear Mr. Dorney, Attached you will find a completed Variance Request Form -for Minor Variances; Protection and Maintenance of Riparian Areas Rules for two home sites in Triple Creek Subdivision. Triple Creek Subdivision is located in northeast Raleigh, less than one mile east of the intersection of US 1 and US 401 (Exhibits 2 & 3). The site contains a channel that is located within the Neuse River Basin and is subject to the Neuse Riparian Buffer Rules. Colony Homes is the owner of the two home sites for which the Minor Variance is requested. These two home sites were purchased as part of a 20-lot phase within the existing subdivision (Exhibit 4). Lots 248 and 249 are the only home sites in the phase that require Neuse Buffer Minor Variance approval in order to build homes that meet HUD guidelines for maximum slope. HUD guideline 4140.3 CHG, DATASHEET 79G #9 (Exhibit 5), states that "Slopes generally shall be no steeper than 2 horizontal to 1 vertical for either fill or cut slopes." Due to the topography of the home sites and the location of the Neuse Riparian Buffer, a short (3 to 4 foot tall) retaining wall is needed just upslope of the Zone 1 / Zone 2 line (Exhibits 6). The owner has attempted to eliminate the need for this retaining wall by adding a basement to each of the homes proposed for these two home sites. However, when minimum building setbacks of 10- feet from the right-of-way line are added, it becomes evident that the maximum slope acceptable to HUD (2:1) cannot be met without the use of a short retaining wall in Zone 2 of the NRB or grading into Zone 1, neither of which is acceptable without a variance approval. I have talked with Mr. Steve Mitchell about the possibility of obtaining a Minor Variance for the installation of short retaining walls on these two home sites. Mr. Mitchell stated Phone: (919) 854-7990 • Fax: (919) 854-7925 • 972 Trinity Road • Raleigh, North Carolina 27607 that the owner could possibly obtain approval of the Minor Variance request if the retaining walls were constructed in a way that provided sheet flow throughout the entire Neuse Riparian Buffer and maintained the purpose and intent of the Neuse Riparian Buffer Rules. As displayed in the retaining wall design drawings (Exhibit 7), a ground swale, in conjunction with a subdrain that outlets through the retaining wall (every 25- feet), will be incorporated just upslope of the wall to catch and filter stormwater from the home sites. If approved, this system would provide stormwater treatment / nutrient removal similar to that of a sand filter, and arguably, better treatment than would be achieved by a simple, revegetated 2:1 slope with no catchment and treatment device. The general purpose and intent of the Neuse Riparian Buffer Rules will remain intact with your approval of this Minor Variance request. Please do not hesitate to contact me if you have any questions, comments or concerns about this request. Thank you in advance for your time spent reviewing this request. Sincerely, Scott Mitchell, PE, LSS Environmental Scientist/Engineer CON Eli . ToP dlK O)AA 'Apo 41 zavE tlZ.-;- t -? 231 $549 &F. ? a8.F -? A '+'t 1 1, 1 v R} rc.R ? • . •.?? ? }V ? ••L . ?? ?I • Ors p, ` • ?- - ?FzvPo?Et? 3' S fit. la,, .F., KIEYSToNETatJifJel t17 Tftl%E K FOAS -? a Exhibit 7 Retaining Wall Design Drawings v7 VL 11'IVI, VV VV V-111 IIVI'IIJV ."U J1J VII VY HUD-Wash., D. C. 4140.3 CHG c. Assurance of Slope Maintenance: An escrow agreement or other acceptable assurance of completion assuring that the slopes and slope planting in the slope control areas will be watered and will receive other initial maintenance in accordance with the accepted Specification for Slope Control Planting; see agreement referred to in 8.h. above. Not required for area in which specified initial maintenance has been completed, d. Easements for Escrow Agreements: To prevent possible legal objection by owners of property to the performance of the work contemplated by escrow agreements or other assurances of completion, entered into under Paragraphs 8.b. and 8.c. above. Short-term easements for access to and over the slope control areas to perform the work covered by any completion agreement shall be reserved by the sponsor for itself and the escrow holder. Such easements should not be perpetual but should last for a period of time determined to be necessary by the HUD-FHA to insure the fulfillment of the work covered by the completion agreement. 9. CONTROLLED SLOPES. Where a serious hazard or nuisance could be caused by lack of stabilization of a slope, the HUD-FHA requires effective control of the slope to aisure its continuous stabilization. Plans and other required exhibits for such controlled slopes shall comply with the following: a. Slope Ratios: Slopes generally shall be no steeper than 2 horizontal to 1 vertical for either fill or cut slopes. Where particular conditions make it appropriate to vary from these slopes, the HUD-FHA requires flatter slopes or accepts steeper slopes, such as in the case of a stable rock face. HUD-FHA determination of acceptable slope ratios for mortgage insurance purposes is predicated on a stability analysis of the data and certifications of soil characteristics and slope stabilization required in Paragraphs A, and 5, above, and its analysis of light, air, open space and other factors relating to the properties. b. Slope Benches: Where site conditions indicate the need, slopes having a vertical height exceeding 25 feat shall have benches to provide breaks in the high slopes in order to intercept surface water and to aid in doing maintenance work on the slopes, Slope benches shall be at intervals not exceeding 25 feet vertical height. Benches shall be at least 6 feet wide and constructed to intercept surface water from the slopes and to carry it in paved drainageways at suitable gradient to proper outfalls. Data shoat 79g 6/73 Page 10 I VVi. HUD-Wash., D. C. 4140.3 CHG C. Lot Line Locations; Insofar as practicable, lot lines shall be located at the top of banks or along slope benches, instead of at the toe of slopes or at intermediate locations. d. Usable Rear Yards; Provide a usable rear yard at least 15 feet deep from building wall to the toe of a slope with vertical height exceeding 15 feet. Increase the horizontal distance of the required 15-foot usable rear yard at the rate of 1/4 foot horizontal for every foot of bank height over the first 15 feet, e. Usable Front and Side Yards: Maximum 2 112 inches per foot (21 percent) away from building for a maximum 4 foot distance. At toe of slope where height of bank exceeds 4 feet, increase the horizontal distance of the minimum 4-foot usable yard at the rate of 1/4 foot horizontal for every foot of bank height over the first 4 feet. f. Storm Water Runoff: Storm water runoff shall not be carried over the controlled slopes but shall be provided for as follows: (1) Wherever attainable without producing disproportionate disadvantages, each lot shall be graded s? that storm water will drain from the back yard through the side yards and front yard directly to the abutting street and not across other lots or onto controlled slopes. (2) When the above does not apply, water shall be collected along the top of the slopes by means of paved gutters and shall be carried in them to a proper outfall. The paved gutters shall be located in properly established slope control areas or in drainage easements. g. Boundaries of Slope Control Areas; Where a serious hazard or nuisance to one property could be caused by lack of stabilization of a slope located in whole or in part on another property, the slope shall be included in a slope control area which is established by a proper legal instrument. Drainageways necessary to the stabilization of such slopes shall also be included in the slope control area unless located in separate rights-of-way or easements of a local public authority or property-owners' association. Boundaries may fall within required yard areas unless the slope control area is in the ownership of a public authority or an association. Boundaries shall be legally Data Sheet 799 Page 11 6/73 / ? I yr I Il vrluv luu ?•i vr, vllr Iha, HUD-Wash., D. C. 4140.3 CHG established, usually by reference to a map in the protective covenants or other legal instrument which sets up the permitted use and required maintenance of the slope control area, h. Permitted Use and Required Maintenance of Slope Control Areas: Were practicable, the slope control areas shall be established as rights-of-way or easements of a local public authority or properly constituted property-owners' association. Otherwise they shall be established as slope control,areas which are identified in recorded protective covenants or other legal agreements running with the land, and which are made subject to appropriate agreements regarding use and maintenance by each individual property owner. In any case, the agreements with the public authority or property-owners' association, or among individual owners under the covenants, shall include both land use restrictions in the slope control area and maintenance provisions designed to preserve, protect, maintain and assure the continuous effectiveness of slope control drainageways, slope control planting, established slope ratios, and other elope control measures taken for the benefit of the properties. 1. Slope Control Planting: Slopes located in the elope control areas shall be fertilized and planted w}th soil-fixing grasses, vines or shrubs, or otherwise treated as necessary to adequately stabilize slopes for the specific development. J. Initial Maintenance of Slopes: Initial maintenance of slopes and planting in slope control areas shall be continued until stabilization has been assured, k. Retaining Walls: Retaining walls shall be avoided wherever possible, particularly at the toes of high slopes. Retaining walls installed in slope control areas shall be constructed of concrete or other masonry and adequately designed to carry all earth pressures including any embankment surcharge. 1. Fences: Fences of proper design and construction shall be installed for safety purposes along the top of slopes exceeding 15 feet vertical height and 3 to 1 slope ratio, and along the top of walls exceeding 4-feet vertical height, 10. CONTROLLED EARTHWORK. For any development in which buildings are to be placed on graded areas, all earthwork shall be designed, engineered and constructed in such a manner that there will be no Data Sheet 799 6/73 - Page 12 Exhibit 6 Lot Profiles for Lots 248 & 249 P !ro 4. U O I N Civil Engineering & Planning April 4, 2002 APR 420w Mr. John R. Dorney North Carolina Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Re: Minor Variance Request for two home sites in Triple Creek Subdivision located in Raleigh, North Carolina Dear Mr. Dorney, Attached you will find a completed Variance Request Form -for Minor Variances; Protection and Maintenance of Riparian Areas Rules for two home sites in Triple Creek Subdivision. Triple Creek Subdivision is located in northeast Raleigh, less than one mile east of the intersection of US 1 and US 401 (Exhibits 2 & 3). The site contains a channel that is located within the Neuse River Basin and is subject to the Neuse Riparian Buffer Rules. Colony Homes is the owner of the two home sites for which the Minor Variance is requested. These two home sites were purchased as part of a 20-lot phase within the existing subdivision (Exhibit 4). Lots 248 and 249 are the only home sites in the phase that require Neuse Buffer Minor Variance approval in order to build homes that meet HUD guidelines for maximum slope. HUD guideline 4140.3 CHG, DATASHEET 79G #9 (Exhibit 5), states that "Slopes generally shall be no steeper than 2 horizontal to 1 vertical for either fill or cut slopes." Due to the topography of the home sites and the location of the Neuse Riparian Buffer, a short (3 to 4 foot tall) retaining wall is needed just upslope of the Zone 1 / Zone 2 line (Exhibits 6). The owner has attempted to eliminate the need for this retaining wall by adding a basement to each of the homes proposed for these two home sites. However, when minimum building setbacks of 10- feet from the right-of-way line are added, it becomes evident that the maximum slope acceptable to HUD (2:1) cannot be met without the use of a short retaining wall in Zone 2 of the NRB or grading into Zone 1, neither of which is acceptable without a variance approval. I have talked with Mr. Steve Mitchell about the possibility of obtaining a Minor Variance for the installation of short retaining walls on these two home sites. Mr. Mitchell stated Phone: (919) 854-7990 • Fax: (919) 854-7925 •972 Trinity Road • Raleigh, North Carolina 27607 that the owner could possibly obtain approval of the Minor Variance request if the retaining walls were constructed in a way that provided sheet flow throughout the entire Neuse Riparian Buffer and maintained the purpose and intent of the Neuse Riparian Buffer Rules. As displayed in the retaining wall design drawings (Exhibit 7), a ground swale, in conjunction with a subdrain that outlets through the retaining wall (every 25- feet), will be incorporated just upslope of the wall to catch and filter stormwater from the home sites. If approved, this system would provide stormwater treatment / nutrient removal similar to that of a sand filter, and arguably, better treatment than would be achieved by a simple, revegetated 2:1 slope with no catchment and treatment device. The general purpose and intent of the Neuse Riparian Buffer Rules will remain intact with your approval of this Minor Variance request. Please do not hesitate to contact me if you have any questions, comments or concerns about this request. Thank you in advance for your time spent reviewing this request. Sincerely, zme?-- Scott Mitchell, PE, LSS Environmental Scientist/Engineer OFFICE USE ONLY: Date Received.-_ Request # State of North Carolina Department of Environment and Natural Resources Division of Water Quality Variance Request Form - for Minor Variances Protection and Maintenance of Riparian Areas Rules NOTE: This form may be photocopied for use as an original. Please identify which Riparian Area Protection Rule applies. u Neuse River Basin: Nutrient Sensitive Waters Management Strategy Protection and Maintenance of Riparian Areas Rule (15A NCAC .0233) u Tar-Pamlico River Basin: Nutrient Sensitive Waters Management Strategy Protection and Maintenance of Riparian Areas Rule (15A NCAC.0259) Part 1: General Information (Please include attachments if the room provided is insufficient.) 1. Applicant's name (the corporation, individual, etc. who owns the property): 2. Print Owner/Signing Official (person legally responsible for the property and its compliance) Name: JP a .t el*e a - A Cillf #e i` Title: - -- Street address: City, State, Zip: Telephone: I/ - 00 q 2- Fax: I Contact person who can answer questions about the proposed project: Name: SGv# ?r1a Telephone: -?-- A_1_.) "_- Fax: Email: 4_ Project Name (Subdivision, facility, or establishment name - consistent with project name on plans, specifications, letters, operation and maintenance agreements, etc.): 5. Project Location: a _ Street address: City, State, Zip: 128./x, h, N_.G 22_lrO.N. Coun : Version 1: February 2000 Latitude/longitude: 6. Directions to site from nearest major intersection (Also, attach an 8 Yx 11 copy of the USGS topographic map indicating the location of the site): 17? r[ x(?_ fJ• 1?-?cr, ?/i ?r - /` +?_.7?1L_? f?l? prl/vc?_Q S.o'k,?_ ?.n ?. »? !. /7 _•¢?_i-?(d ?N I * OH _y? ?LI? A. N S rll?. 5,'fc .'s Arprvx?.,gfcl? 300- fc 4,4ff '=a V, 411414 mN rIj4f. / 7. Stream to be impacted by the proposed activity: Stream name (for unnamed streams label as "UT" to the nearest named stream): Beayev-dQ ., C?er-k Stream classification [as identified within the Schedule of Classifications 15A NCAC 26 .0315 (Neuse) or.0316 (Tar-Pamlico)]: AIS W 8. Which of the following permits/approvals will be required or have been received already for this project? Required: Q __ -Y-0- NO- _&a__ Ato_ W- 11Lc1 /Vol Received: Date received: Permit Type: CAMA Major CAMA Minor 401 Certification/404 Permit On-site Wastewater Permit NPDES Permit (including stormwater) Non-discharge Permit Water Supply Watershed Variance Others (specify) Part 2: Proposed Activity (Please include attachments if the room provided is insufficient.) 1. Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat map or site plan) to accurately delineate the boundaries of the land to be utilized in carrying out the activity, the location and dimension of any disturbance in the riparian buffers associated with the activity, and the extent of riparian buffers on the land. Include the area of buffer impact in ftz.]: 2. State reasons why this plan for the proposed activity cannot be practically accomplished, reduced or reconfigured t? better minimize or eliminate disturbance to the riparian buffers: j Z L YAAA??1??aL?l9__ '&/(61 hylrfS 4 rGfAi 411411 ni.Qll ,'S co.,ff/NG><?pl in goal Z Of ,14t !?. 3. Description of any best managlment practices to be used to control impacts associated with the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow, re-planting vegetation or enhancement of existing vegetation, etc.): tt?%'n r_tr &Zall ,'r?aal9r cl? s/e?•c w?'LL/? ?n orb>r?f? C_ _ via. ! f .7?._.,_?.:1 tG?' ?A-?"0 ??._7Y0.?xt_-r_.??ae??Y,'[ial t„?..?xtcl. _?r?nc._?._. v4lrac?t__ ? ?. i'vK9 h _t?a1.1. __?gG? _?'r-?i? ?on.<..1._ P?'_.f?c ,(?ccrrc _ Z'.;???..ia., Variance Request Form, page 2 Version 1: February 2000 P-l"O "ONJ H -O?it4# ?eln9?RI A., ?un0{? t?ow? ?n+?h??i'IwI lNrTA6'?I Oh -J. ?L, 4. Please provide an explanation of the following: (1) The practical difficulties or hardships that would result from the strict application of this Rule. 2 (2) How these difficulties or hardships result from conditions that are unique to the property involved. PleFIG fel e1Ta lAe- G?t? ?! 1?G?. Part 3: Deed Restrictions By your signature in Part 5 of this application, you certify that all structural stormwater best management practices required by this variance shall be located in recorded stormwater easements, that the easements will run with the land, that the easements cannot be changed or deleted without concurrence from the State, and that the easements will be recorded prior to the sale of any lot. Part 4: Agent Authorization If you wish to designate submittal authority to another individual or firm so that they may provide information on your behalf, please complete this section: Designated agent (individual or firm) Mailing address: City, State, Zip: Telephone: Fax: Email: Part 5: Applicant's Certification 1, ?• -0-1 . - I/ C i de (print or type name of person listed in Part I, Item 2), certify that the information included on this permit application form is correct, that the project will be constructed in conformance with the approved plans and that the deed restrictions in accordance with Part 5 of this form will be recorded with all required permit conditions. Signature: r ? ?? Variance Request Form, page 3 Version 1: February 2000 (3) If economic hardship is the major consideration, then include a specific explanation of the economic hardships and the proaortion of the hardship to the entire value of the nmiprt Table of Exhibits Exhibit 1: Agent Authorization Form Exhibit 2: USGS Map Exhibit 3: Triple Creek Subdivision Map Exhibit 4: Triple Creek Subdivision - Phase 14 Map Exhibit 5: HUD Guidelines 4140.3 CHG, DATASHEET 79G #9 Exhibit 6: Lot Profiles for Lots 248 & 249 Exhibit 7: Retaining Wall Design Drawings SPAULDING & NORRIS, PA Civil Engineering & Planning AGENT AUTHORIZATION FORM ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER Name: Address: 1/00 -Va dA ti n D,-, ye 5w,-ft dL 3 Ra/ ;u t, 1,16 -2 2 -76 Phone: 914 - 871- 009 Z (?xF?,?,? Z 0/) Project Name/Description: 7r;,o/e eviah 5*,J& v,s,,j,, AI I& /,, H/ k1c, Date: Fe 6riAOm ?? . ZOU Z The Department of the Army US Army Corps of Engineers Wilmington District PO Box 1890 Wilmington, NC 28402-1890 Attn: J', 5,,,A--V2 V7,910 v v vres Field Office: Ra/e,- A /2 'oh Re: Wetlands Related Consulting & Permitting To Whom It May Concern: I, the current property owner, hereby designate and authorize Spaulding & Norris, P.A., to act on my behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in support of applications, etc., from this day forward. This the day of Fe6rNGr7 Z UOZ This notification supercedes any previous correspondence concerning the agent for this project. Rc--,-,-t4-1 PRINT Owner's Name OPERTY Owne ignature Cc: Mr. John Dorney NCDENR - Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone: (919) 854-7990 * Fax: (919) 854-7925 •972 Trinity Road • Raleigh, North Carolina 27607 r "M ?- < 11 i?iPAsruh'4k- r 'IX / /?? / ¦ .. ???? ?? ? ? ?? ??? ? ?? ?_?'" ?? ? J, ???? ? ??'n/ 1 _? ? ? ? ? ? i_) ??? Cis ?-J ? _ ?? , 1< *'1C ?? ?,"--"=_ I 2219 = i VI/ ?J - 0 -\1 ?- l .r N - -- COP f 03 ?? • ?' 1 300- . 7? IllppppIpIpI ? ....?- --k-- - - - - ` _- 30 3500 ?? 566 • _ 111111 (_r ? F +.G' -J?. _ ? - _- _ __ ?F \ ?-?\? 2 ?• ?i _ l? 111 ?? \\.'..... N? ryj/' \? ? ?.. / j/l??y?, 77? / _- ---=? l 00 1 ? 5 11 ? a,-{ ,'; l?ll.l?? f/•I `1]16 J /'L'? .A - of : ?i- P77•J. gOSj. .f. 0?" • f,?-? ?. f . ; ? ?? 250 ?1?1 , ;. ?? ?.ti, J '' ?' }? il_h?.M ksChj) .?' ,??• ,'? ?? ? ? /rte" (20? 11 ''? ? ? .lll ',.. ,- r. Exhibit 4 Triple Creek Subdivision - Phase 14 Map z z v N x 0 V a°Onin Lj w 0 0 ? Z R z W - Z Q?Q W Z R W O V W ?V1V z o °-4 p" U Ch ON o ? 04 `? ?aWI !0?q ? ? C5 p ch N o ? i, ? a U C7 U ? A W U ? o ? W Y ! sNi X660` N gang 4'1 b % • S pQ) V I N a O(C) 41 S? s wz ? I ? J OJ C, a) z w Q w U) o a o ?rnN a m Nm O o °'o ° I ~ U FYI-- ZZ'R? l M ,6C go 5 -- _ ry I I I rn ri I w o0 Q ,t u? 00 N N N rnN rn o LO I ° z -- - -- I I N 01'2745W 1.I5.42' 1 ?t I N o ? ? C / W / LLC? I COD 4 I I 972 Trinity Road Raleigh, North Carolina 27607 Transmittal' Q Date: April 4, 2002 To: NC Division of Water Job. No TEL 919.854.7990 4.7925 APR 4? 359-02 ., WATER llAll °- TY SECTICP,? 4oi Wetlands Unit Attn: Mr. John R. Dorney Re: Minor Variance Request for Two Homesites in Triple Creek Subdivision Sending: ® Attached ? Under separate cover the following via items: ? Prints/Plans ? Shop Drawings ? Specifications ? Samples ? Other: Copies Date Description 4-04-2002 Minor Variance Request Package Transmitted for: ? Your use ? Approved as submitted ? Resubmit ® Copies for approval ? As requested ? Approved as noted ? Submit ? Copies for distribution ? Review and comment ? Returned for ? Return ? Corrected prints Remarks Mr. Dorney, Please accept the attached Minor Variance Request package for two home sites in Trinle Creek Suhdivision. Please do not hesitate to contact me if you have any anestions_ comments or concerns shout this renuest or if any fijrther information is reouired. Thank you in advance for your time spent reviewinir this reonpst. Exhibit 5 HUD Guidelines 4140.3 CHG, DATASHEET 79G #9 4140.3 CHG HUD-Wash., D. C. c. Assurance of Slope Maintenance: An escrow agreement or other acceptable assurance of completion assuring that the slopes and slope planting in the slope control areas will be watered and will receive other initial maintenance in accordance with the accepted Specification for Slope Control Planting; see agreement referred to in 8.6. above. Not required for area in which specified initial maintenance has been completed. d. Easements for Escrow Agreements: To prevent possible legal objection by owners of property to the performance of the work contemplated by escrow agreements or other assurances of completion, entered into under Paragraphs B.b. and 8.c. above. Short-term easements for access to and over the slope control areas to perform the work covered by any completion agreement shall be reserved by the sponsor for itself and the escrow holder. Such easements should not be perpetual but should last for a period of time determined to be necessary by the HUD-FHA to insure the fulfillment of the work covered by the completion agreement. 9. CONTROLLED SLOPES. Where a serious hazard or nuisance could be caused by lack of stabilization of a slope, the HUD-FHA requires effective control of the slope to assure its continuous stabilization. Plans and other required exhibits for such controlled slopes shall comply with the following: a. Slope Ratios: Slopes generally shall be no steeper than 2 horizontal to 1 vertical for either fill or cut slopes. Where particular conditions make it appropriate to vary from these elopes, the HUD-FHA requires flatter slopes or accepts steeper slopes, such as in the case of a stable rock face. HUD-FHA determination of acceptable slope ratioa for mortgage insurance purposes is predicated on a stability analysis of the data and certifications of soil characteristics and slope stabilization required in Paragraphs 4. and 5. above, and its analysis of light, air, open space and other factors relating to the properties. b. Slope Benches: Where site conditions indicate the need, slopes having a vertical height exceeding 25 feet shall have benches to provide breaks in the high slopes in order to intercept surface water and to aid in doing maintenance work on the slopes. Slope benches shall be at intervals not exceeding 25 feet vertical height. Benches shall be at least 6 feet wide and constructed to intercept surface water from the slopes and to carry it in paved drainageways at suitable gradient to proper outfalls. Data Sheet 79g 6/73 Page 10 HUD-Wash., D. C. 4140.3 CHG C. Lot Line Locations: Insofar as practicable, lot lines shall be located at the top of banks or along slope benches, instead of at the toe of slopes or at intermediate locations. d. Usable Rear Yards; Provide a usable rear yard at least 15 feet deep from building wall to the toe of a slope with vertical height exceeding 15 feet. Increase the horizontal distance of the required 15-foot usable rear yard at the rate of 1/4 foot horizontal for every foot of bank height over the first 15 feet, e. Usable Front and Side Yards: Maximum 2 112 inches per foot (21 percent) away from building for a maximum 4 foot distance. At toe of slope where height of bank exceeds 4 feet, increase the horizontal distance of the minimum 4-foot usable yard at the rate of 1/4 foot horizontal for every foot of bank height over the first 4 feet, f. Storm Water Runoff: Storm water runoff shall nor be carried over the controlled slopes but shall be provided for as follows: (1) Wherever attainable without producing disproportionate disadvantages, each lot shall be graded s? that storm water will drain from the back yard through the side yards and front yard directly to the abutting street and not across other lots or onto controlled slopes. (2) When the above does not apply, water shall be collected along the top of the slopes by means of paved gutters and shall be carried in them to a proper outfall. The paved gutters shall be located in properly established slope control areas or in drainage easements. g. Boundaries of Slope Control Areas; Where a serious hazard or nuisance to one property could be caused by lack of stabilization of a slope located in whole or in part on another property, the slope shall be included in a slope control area which is established by a proper legal instrument. Drainageways necessary to the stabilization of such slopes shall also be included in 'the slope control area unless located in separate rights-of-way or easements of a local public authority or property-owners' association. Boundaries may fall within required yard areas unless the slope control area is in the ownership of a public authority or an association. Boundaries shall be legally Data Sheet 799 Page 11 6/73 HUD-Wash., D. C. 4140.3 CHG established, usually by reference to a map in the protective covenants or other legal instrument which sets up the permitted use and required maintenance of the slope control area, h. Permitted Use and Required Maintenance of Slope Control Areas: Were practicable, the slope control areas shall be established as rights-of-way or easements of a local public authority or properly constituted property-owners' association. Otherwise they shall be established as slope control,areas which are identified in recorded protective covenants or other legal agreements running with the land, and which are made subject to appropriate agreements regarding use and maintenance by each individual property owner. In any case, the agreements with the public authority or property-owners' association, or among individual owners under the covenants, shall include both land use restrictions in the slope control area and maintenance provisions designed to preserve, protect, maintain and assure the continuous effectiveness of slope control drainageways, slope control planting, established slope ratios, and other slope control measures taken for the benefit of the properties. i. Slope Control Planting: Slopes located in the elope control areas shall be fertilized and planted with soil-fixing grasses, vines or shrubs, or otherwise treated as necessary to adequately stabilize slopes for the specific development. 3. Initial Maintenance of Slopes: Initial maintenance of slopes and planting in slope control areas shall be continued until stabilization has been assured. k. Retaining Walls: Retaining walls shall be avoided wherever possible, particularly at the toes of high slopes. Retaining walls installed in slope control areas shall be constructed of concrete or other masonry and adequately designed to carry all earth pressures including any embankment surcharge. 1. Fences: Fences of proper design and construction shall be installed for safety purposes along the top of slopes exceeding 15 feet vertical height and 3 to 1 slope ratio, and along the top of walls exceeding 4-feet vertical height. 10. CONTROLLED EARTHWORK. For any development in which buildings are to be placed on graded areas, all earthwork shall be designed, engineered and constructed in such a manner that there will " no Data Sheet 79g 6/73 Page 12 Exhibit 7 Retaining Wall Design Drawings