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Home My WebLink About20090842 Ver 1_More Info Received_20091202 (2)ALPHA & OMEGA GROUP CI V I I. & S TRIA( IFU ItA I C N6 1 N I I R\ LETTER OF TRANSMITTAL O R _ O %'+ Pa. TO: Cyndi Karoly, Supervisor NC DWQ, 401 / Wetlands Unit 2321 Crabtree Blvd. Raleigh, NC, 27604 Suite 250 FROM: T. Glenn Zeblo, P.E.e DATE: December 2, 2009 RE: PCN Application DWQ 2009-0842, Wake County UT to Crabtree Creek [030402,27-33-(10), C, NSW] First Assembly of God of Raleigh (City of Raleigh # SP-103-08) 0 ? @ C5 tl V Dun 1 r_ C . 2009 DENR • WATER QUACTY WETLANDS AND STOR1tIWATER BRANCH WE ARE SENDING YOU: COPIES: DATE: NO. DESCRIPTION: 1 12-2-09 1 Written Responses to DWQ Letter requesting additional information 5 64 2 DWQ Spreadsheet for Level Spreader 5 44 3 DWQ Checklist for Level Spreader - annotated 5 44 4 Copy of page 8-7 of DWQ's BMP 5 5 Rational Mass Curve Pond Analysis 5 44 6 Color, date stamped photos of filter strip 5 46 7 Executed O&M for Level Spreader 5 64 8 Executed O&M for Dry Detention Pond 5 64 9 Full size (D) plan sheets pertinent to proposed BMP's 1 64 10 Compact Disc with electronic TIFF files of plan sheets THESE ARE TRANSMITTED: For review and approval. COMMENTS: We are providing this additional information per your request in your letter dated 11-5-09. Please feel free to contact me should you have any questions or need additional information. Cc: File; Mr. David Allsbrook - First Assembly of God of Raleigh p:A2008_000\2008_021 - first assembly church\corresp\transmittaMc dwq pcn sumittal 12-2-09.doc Telephone: 919-733-1786 Facsimile: 919-733-6893 4911 Green Road Suite 107 Raleigh, North Carolina 27616 Phone 919 981 0310 Fax 919 981 0451 uuutu.aogroup.com ALPHA & OMEGA GROUP C I V I I. & S T R 11 (' r U It A I. F N G I N F I R 5 December 2, 2009 Ms. Cyndi Karoly, Supervisor 401 Oversight/Express Review Permitting Unit NCDENR - DWQ 2321 Crabtree Boulevard Raleigh, NC 27604 Re: DWQ Project #2009-0842, Wake County First Assembly of God, Raleigh UT to Crabtree Creek [030402,27-33-(10), C, NSW] Dear Ms. Karoly: 6 DEC 2009 DENR - WATER OjALITY WETLANDS AND STORMWATER BPMCH This letter is a written response to your request for additional information by certified letter dated November 5, 2009. I have included herein your written requests with our response in bold text below each numbered item. We are providing five (5) copies of the additional information per your request. Additional Information Requested: 1. Please provide full-sized plan sheets of the entire site at a scale of 1" = 50' or larger. Response: We have provided full-sized (D) plan sheets of the entire site per your request. Per the requirements of the Neuse Riparian Buffer Rule, the stormwater that is discharged from the dry detention basin during the design storm must be discharged through a correctly designed level spreader. Level spreader design requirements are set forth in Chapter 8 of the North Carolina Stormwater BMP Manual, available at: http://h2o.enr.state.nc.us/su/bmp forms.htm. Please pro- vide a Level Spreader Supplement Form for each proposed level spreader, available at the same web site. Please include the Required Items checklist and all items listed therein. Response: Per your request we have downloaded DWQ's Level Spreader spreadsheet and completed it and provided the print-out herewith along with all additional items requested in the checklist in Section III. 3. Please provide plan details and drawdown calculations for the proposed dry detention basin so the DWQ can verify the flow rate that will be directed to the level spreader. Response: We have provided full-sized plans that include details of the dry detention basin outlet structure, the bypass manhole, the bypass outlet and the level spreader. We have de- p:\2008_000\2008021 - first assembly church\corresp\reviews\ncdwq\written responses to dwq letter- 12-2-09.doc 4911 Green Road Suite 107 Raleigh, North Carolina 27616 Phone 919 981 0510 Fax 919 981 0451 uluvuaaogrouj.rom First Assembly of God December 2, 2009 Page 2 of 2 signed the level spreader length based upon the peak-flow from the one inch per hour intensi- ty flow option listed in the BMP Manual, page 8-7. Also provided is a Rational Mass Curve Pond Analysis that calculates the maximum outflow of 1.84 cfs for the one hour storm event at 1.33 inches per hour. This is slightly higher than the required one inch per hour. 4. Please provide a detail of the location where the high flow bypass system will discharge to the re- ceiving stream. Please also provide a calculation of the outlet velocity during the ten-year storm. If the outlet velocity will be erosive, then you must provide an appropriately sized dissipation de- vice. Response: Please refer to Detail 6 and the Level Spreader Plan on plan sheet C2.1. Calcula- tions are also provided. 5. One (1) data CD of full size plans in TIFF Group 4 format (black and white, not grayscale or col- or). If the plans are too large to store in TIFF format, they can be stored in PDF format. Response: We have provided the electronic drawing files per your request. Thank you for the opportunity to provide this additional information. Please do not hesitate to contact me should you require more information. Sincerely, Alpha & Omega Group T. Glenn Zeblo, PE Vice President /File Mr. David Allsbrook, First Assembly of God of Raleigh 111. REQU1 D ITEMS CHECKLIST Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach justification. Pagel Plan Initials Sheet No. 4D CJ G 2 • C> 1. Plans (1" - 50' or larger) of the entire site showing: - Design at ultimate build-out, - Off-site drainage (if applicable), -Delineated drainage basins (include Rational C coefficient per basin), C Z Z?? v? Gus O Forebay (if applicable), 411,4 C41, - High flow bypass system, Maintenance access, Proposed drainage easement and public right of way (ROW), and ? Boundaries of drainage easement. Z CZ 2. Plan details (1" = 30' or larger) for the level spreader showing: Forebay (if applicable), YJ/A High flow bypass system, ? One foot topo lines between the level lip and top of stream bank, t? - Proposed drainage easement, and Design at ultimate build-out. GZ 3. Section view of the level spreader (1" = 20' or larger) showing: 11 ?'ZO ' S s"r??? Ta 21Ct , I Underdrain system (if applicable), nVIA A-,-,pdR-TeLY P" r Tom` Level lip, L. - 079 dCTvPLc. wE SrbW&V A Upslope channel, and A0 YY1 N C K (AfL4dq- P6 r L . - Downslope filter fabric. ,, *rfA?,Av 4. A date-stamped photograph of the filter strip that clearly shows the type of vegetation that is present. C 2 ' 5. A construction sequence that shows how the level spreader will be protected from sediment until the entire drainage area is stabilized. _ &c S, 6. The supporting calculations. Z - 7. A copy of the signed and notarized operation and maintenance (0&M) agreement. z 8. A copy of the deed restrictions (if required). (A]<, J& lCq u I r2t'7:> f /;Zk r.- it C4 LDEC .21 2009 DENR - WATER CWAUTY WETLANDS AND STOR6tWATER BRANCH Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1 q?q? WaT?ggG ? y NCDENR P T STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT This form must be completely filled out, printed and submitted. DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)! IL POJECTWORMAPON Project name First Assembly of God Contact name T. Glenn Zeblo, P.E. Phone number 919-981-0310 Date November 12, 2009 Drainage area number Drainage Area #2 1'ItyN Il W010 For Level Spreaders Receiving Flow F rom a BMP Type of BMP Dry Detention Pond Drawdown flow from the BMP 1.84 cfs For Level Spreaders Receiving Flow from the Drainage Area Drainage area Impervious surface area Percent impervious Rational C coefficient Peak flow from the 1 in/hr storm Time of concentration Rainfall intensity, 10-yr storm Peak flow from the 10-yr storm 2UU ft2 ft2 Do not complete this section of the worksheet. Do not complete this section of the worksheet. Do not complete this section of the worksheet. Do not complete this section of the worksheet. Do not complete this section of the worksheet. Do not complete this section of the worksheet. Where Does the Level Spreader Discharge? To a grassed bioretention cell? To a mulched bioretention cell? To a wetland? To a filter strip or riparian buffer? Other (specify) Filter Strip or Riparian Buffer Characterization (if applicable) Width of grass Width of dense ground cover Width of wooded vegetation Total width Elevation at downslope base of level lip Elevation at top of bank of the receiving water Slope (from level lip to to top of bank) Are any draws present? Level Spreader Design Forebay surface area Feet of level lip needed per cfs Answer "Y" to one of the following: Length based on the 1 in/hr storm? Length based on the 10-yr storm? Length based on the BMP discharge rate? Design flow Is a bypass device provided? cfs min in/hr cfs n (Y or N) n (Y or N) n (Y or N) y (Y or N) Do not complete this section of the worksheet. Do not complete this section of the worksheet. Please complete filter strip characterization below. 62.50 ft 0.00 ft 0.00 ft 62.50 ft 396.00 fmsl 391.00 fmsl 8.00 % n (Y or N) OK sq ft No forebay is needed. 13 ftlcfs y (Y or N) (Y or N) (Y or N) 1.84 cfs y (Y or N) OK Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2 Length of the level lip 25.00 ft #VALUE! Are level spreaders in series? n (Y or N) Bypass Channel Design (if applicable) Does the bypass discharge through a wetland? Does the channel enter the stream at an angle? Dimensions of the channel (see diagram below): M B W y Peak velocity in the channel during the 10-yr storm Channel lining material t N 1 I ? M 1 1 B 1 (Y or N) r,))A - V5/-% 7 .? P? AFOD (Y or N) R ) P re.,W AT oJTL r-T - ft k d`t J-lx""o ft ft ft cfs 1 I I 1 M t N Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2 NCDENR Stormwater BMP Manual Chapter Revised 09-28-07 The design flow will be based upon one of the - The peak flow resulting from the one inch per hour intensity flow (in which case a high flow bypass system and a forebay will )/,4:57 C ?S Mzt:- W1 - The peak flow resulting from the ten-year storm (in which case a forebay will I+TPIZA` W' be required). - The drawdown rate from the upslope BMP if one is present (in which case neither a high flow bypass system or a forebay will be required). Forest filter strip 65 feet of level spreader lip per 1 cfs of flow for slopes from 0 to 6 percent If the filter strip is composed of a mixture of grass or thick ground cover and forest vegetation, then the level spreader length should be determined by calculating the weighted average of the lengths required for each vegetation type. For example, if a level spreader is constructed adjacent to a 50-foot Neuse Riparian Buffer where Zone 2 (the outer 20 feet) will be maintained as grass and Zone 1 (the inner 30 feet) has existing forested vegetation, the appropriate level spreader length will be: (20/50) x (13 ft/1cfs) + (30/50) x (65 ft/1 cfs) = 44.2 or 44 feet per cfs of flow The downstream side of the level spreader should be designed to further encourage diffuse flow of water and minimize erosion. The first 3 feet from the level spreader lip should use geotextile fabric with a 3-4 inch deep layer of #57 stone placed on top, or permanent erosion control matting. If geotextile fabric is used, it should be selected based on the soil type (sand, silt or clay). The fabric should be extended 3 feet from the level spreader lip to the downslope area in order to reduce erosion and located outside of Zone 2 of riparian buffer. 8.3.4 Filter Strip If the filter strip does not contain dense vegetation, it should be enhanced with additional plantings to reduce the chance of erosion. The first 10 feet of the filter strip downslope of the level spreader is not recommended to exceed 4 percent slope. 8.3.5 Level Spreaders in Series If a filter strip slope exceeds 6 percent for filter strips that contain forest vegetation or 8 percent for filter strips with grass or thick ground cover up to a maximum of 15 percent slope, installing level spreaders is a possibility if it can be shown that no other solution is practicable. Level spreaders in series may be approved by DWQ on a case-by-case basis following a site visit. Table 8-1: Level spreader lengths .5or 7i- /, g¢ P`? 415,cF /, 6 4- --4s Fan. fl?s??a Level Spreader 8-7 July 2007 .Z O 3 :Q w .y CO C Yr V a LL o y c CO CO) va- y c o? y E p C p L O L 4 C) 9) 1 E N O V O Q N y o ° y O N LL 7 Z i 00 O -03 a` p ct c L m m C O .O 7 U m U O1 C 0 Q. a a) N N U lA II CC a) a) c O co E y 0 c O rn , m E w .r- CL m N Q) 00 p N w rnp ? N f0 a` F- cm 0 m T N O l0 c C U C U a) 01 a C 0 0 a) > a? a? N y CL m ? a u II _C y E U O 1- q n L0 r a) O. O a) N p w U 0 O O Q l9 (0 U F Z II II a) L E d d, n O IU M N M ?p L0 0 n M O st M oo n (O O 00 O M L0 t0 N O 7 N LL O -It LO I?t 00 r'?t CO L0 OD . S LO CO O .- r LO M a a n CO a O .- r et 0) M N O p p O O n n O l0 n v N_ N C) M V• n In N M O 6 O O O co co M ° in r (0 O r V M CO N l0 LO co O O O O L0 ° n M O O l0 O N W " N N M r- 0 0 N f0 t0 C U '0' O O) N m? N N Lo Ln IN Lf) W ?? - g M M A N N N N N O O •- •- r a m 0 0 00 N M (O d' OD 0 0 n L0 0 7 M 00 n 0 (O OD m M L0 (O 0 O E ,C LL O CO 10 't W '7 O L0 co O co LO - O .- r O L0 M It V n (0 O r V 0) L0 O M r 0 Co 7 0 (,.? 0) 0) co n 0) m --t v co o M L0 O O n e{ O o M r M n N m 00 00 (p M co O t0 if m co L'p N M 0) n O O co L0 n M 0) '4t O CO N OD V OD N n M O OD 8 (D > N (? °00 d. O m CA n (O l0 L0 L0 V N O M n L0 V M O OD n st N Of n L0 N O 00 ?- N M W Lo L0 L0 LO LO LO LO L0 L0 st ?L• V et 7 V V M co (`') M N N N N N W I- O N O M It O M CID OD P, N M (O O n M M P, 0 Lo co n l6 LL O O M tV V m 7 0) co V' tt m W n O M M r N n N N CO O O n M n N 0) 7 0 O co co O V W O r_ O n N.t u) M m N V M 0 (0 O_ 0) V O n E U O M LO OMO (0 L0 O co N 0) L0 N 00 10 n N W M M M n N O O T O O W O N N 7 7 r r N CO LO " W M V' (O OO O r N V L0 P.- M O M n O N C co m m C) r r r N O N N N N N M M M A M (M "t st It V LO LO CI Y ? U w w w w w w w?? N N N N N to N N N to N w w N N N N w w N N y N N N 30 N O D U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U r U C O r O M n n M OD (O M N O) n V N O n L0 N O n LO N n M W (`M O CN O L0 O ° N N (D O r M L!7 M n W CO W OD 00 O M n n n n O CO (O CO O L0 L0 L0 V 7 co M N N N .- O a E 0 0 0-- r---- ? O ?O O) w L O G n U O t'D n M N O O t10 M L(•) N- n M OO N P.- L0 W O') n N ?p O W n ?p LO V CO CM M O r O ?j C 0 0 O) n r (0 O M L0 O n n n n O O L0 Ln V? M N N '' r 0 0 OD n (0 L0 It CO N r C) p 0 0 0 0 r N N M M M M M M M M M M M ('7 M ('M (M M th M cM ri ri N N N N N N N N ¢a`F (D ~ d N E _ 8 - O?wwwr? w f wCf wwwr wwC?f ?r=w__ 4tf M (n (a ° O m LO OD LO 0 N O' r V r It O M 0 N M O P, M 0 M t o M 0 r N O O n CO ? L ° O r- N N CO M 't M V M-e M V M M M M M M N M N M N M N M N N N N N ` O F p N O S n M LO I'- M v O N n n O pp 0) a n 0 O l0 M O O n n r (0 O M l0 0 n n (0 LL O O P.- co N V O n co d' N m 0 10 O n N M LO n LO v n (0 N O O r N N N N N co 7 3 O O Co N N s1' n M M OO L0 LO O P, (O O O LO O) N et' L0 (O n n co OD co OD co Op co E 0 U O O co t0 N 0_D _ N_ 0) N 'ej W) OOD OOi O O N _ (_O t_0 n_ n OD 00 0_0 OOr w t0 0_D f_O w OD 00 0_D w U P, U C r r N M T L0 0f- 0 O O O 0 n n n n n n n n n n n n n n n n n n n n n a) a) E C U rn 3 ? U C n •- ° n° O V O d' M (0 r n l0 M N ?- r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n c O E rorm?coo? LnM(?ir?ocooocooooo0000000000 U N m a) Q a c o - r m O LL y 0 c 015 O N M p W CO O O r + C 04 t0 7 C, O a) U Q ° ? U) H O v O A-) f ?4 ` S 0 U L o U) 10 a`) w c ° > U d N S O LO N L co E O 00 O H N N E x L O N ? v m E d m 0 0 c m E 2 -t O r m E a o 0 CQ, r (n y L W n 0 l0 M N M O L0 l0 n 0 L0 rn n n n W O) a n 0 7 00 M N M M CO V O) M (? ?.. C n"t N 0) n Ln M O CO (O "t M O 00 n M M a M M N '- r 0 C) O) CO n CO LO M M M d N .C 666 444 7 4 M M M M M CM N N N N N N N 0V N N N r ? r r r r r ? r r ? C r6 ? 1? C O O C E E E O r- r r r In L0 In 0 0 Ln to L0 0 L0 to 0 to L0 N L0 0 L0 to L0 M M M M M M M M ?. r r r r r r r .- r ? r r r .-- r r r r r r U C c Cr N MO L0OOn 00 O M L0 O O M LO O O M LO OD O M L0 f0 O M t0 00 O L0 O L0 O L0 O 00 l0 O p (` L O O O .-- r r N N N N M M M th ?• of V' ll: L0 L0 L0 l0 (O (0 N. n OO CO 0) N Of o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p ?0 O S O S O S O O S . O S O L0 O L0 O L0 O L0 O L0 O t0 O t0 O80808 S S O E .- N M L0 O n O O N M L0 m OO O N "to n 00 O M L'D MN LM V NO .WE r r r r r N N N N N N M M co co M It 'V' 't In LO LO O N 0 a0 0 N O N C a) ALPHA & OMEGA GROUP, PC s °K s '*d# -wee.' P A i , w "Ail View of existing area upslope of proposed, looking Northeast t- v t r - w d ? « e x '?i +? T' e r v. ? .`- da d4E ,y s ? #t i J 1 View of existing trees to be removed to allow for proposed Level Spreader, looking North ALPHA & OMEGA GROUP, PC 7 ..t ?r - tv, View of sanitary sewer service line through existing trees, looking Northwest View of slope with trees where Level Spreader is proposed, looking North Permit Number: (to be provided by DWQ) Drainage Area Number: Filter Strip, Restored Riparian Buffer and Level Spreader Operation and Maintenance Agreement I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and the removal efficiency of the BMP. Important maintenance procedures: - Immediately after the filter strip is established, any newly planted vegetation will be watered twice weekly if needed until the plants become established (commonly six weeks). - Once a year, the filter strip will be reseeded to maintain a dense growth of vegetation - Stable groundcover will be maintained in the drainage area to reduce the sediment load to the vegetation. - Two to three times a year, grass filter strips will be mowed and the clippings harvested to promote the growth of thick vegetation with optimum pollutant removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and may be allowed to grow as tall as 12 inches depending on aesthetic requirements (NIPC,1993). Forested filter strips do not require this type of maintenance. - Once a year, the soil will be aerated if necessary. - Once a year, soil pH will be tested and lime will be added if necessary. After the filter strip is established, it will be inspected quarterly and within 24 hours after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in a known set location and will be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. BMP element: Potential problem: How I will remediate the problem: The entire filter strip Trash/ debris is present. Remove the trash/debris. system The flow splitter device The flow splitter device is Unclog the conveyance and dispose (if applicable) clo ed. of any sediment off-site. The flow splitter device is Make any necessary repairs or damaged. replace if damage is too large for repair. Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3 BMP element: Potential problem: How I will remediate the problem: The swale and the level The swale is clogged with Remove the sediment and dispose lip sediment. of it off-site. The level lip is cracked, Repair or replace lip. settled, undercut, eroded or otherwise damaged. There is erosion around the Regrade the soil to create a berm end of the level spreader that that is higher than the level lip, and shows stormwater has then plant a ground cover and bypassed it. water until it is established. Provide lime and a one-time fertilizer application. Trees or shrubs have begun Remove them. to grow on the swale or just downslo e of the level lip. The bypass channel Areas of bare soil and/or Regrade the soil if necessary to erosive gullies have formed. remove the gully, and then reestablish proper erosion control. Turf reinforcement is Study the site to see if a larger damaged or ripap is rolling bypass channel is needed (enlarge if downhill. necessary). After this, reestablish the erosion control material. The filter strip Grass is too short or too long Maintain grass at a height of if applicable). approximately three to six inches. Areas of bare soil and/or Regrade the soil if necessary to erosive gullies have formed. remove the gully, and then plant a ground cover and water until it is established. Provide lime and a one-time fertilizer application. Sediment is building up on Remove the sediment and the filter strip. restabilize the soil with vegetation if necessary. Provide lime and a one- time fertilizer application. Plants are desiccated. Provide additional irrigation and fertilizer as needed. Plants are dead, diseased or Determine the source of the dying. problem: soils, hydrology, disease, etc. Remedy the problem and replace plants. Provide a one-time fertilizer application. Nuisance vegetation is Remove vegetation by hand if choking out desirable species. possible. If pesticide is used, do not allow it to get into the receiving water. The receiving water Erosion or other signs of Contact the NC Division of Water damage have occurred at the Quality local Regional Office, or the outlet. 401 Oversight Unit at 919-733-1786. Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3 Permit Number: (to be provided by DWQ) I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. Project name:First Assemhlv nf('-A -A A,44:- , „ BMP drainage area number: Print name: Title: I, - &AJA ' DD AL8 &R, _, a Notary Public for the State of ALORIII L_ _!1JA , County of U4k do hereby certify that '?!f personally appeared before me this I st- day of _ (? ?/yl?,?,r?and acknowledge the due execution of the forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements. Witness my hand and official seal, 01111181/ ,??0dde176 Oo?. Q-0 1 s ? ?TARy ? plis - V 'FPIre Cow ,11 ?? a? SEAL My commission expires 7 ! ao - -t4 Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3 Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivision has been named the president. Permit Number: (to be provided by DWQ) Drainage Area Number: Dry Extended Detention Basin Operation and Maintenance Agreement I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and the removal efficiency of the BMP. The dry extended detention basin system is defined as the dry detention basin, outlet structure, pretreatment including forebays and the vegetated filter if one is provided. This system (check one): ® does ? does not incorporate a vegetated filter at the outlet. This system (check one): ? does ® does not incorporate pretreatment other than a forebay. Important maintenance procedures: - The drainage area will be managed to reduce the sediment load to the dry extended detention basin. - Immediately after the dry extended detention basin is established, the vegetation will be watered twice weekly if needed until the plants become established (commonly six weeks). - No portion of the dry extended detention pond will be fertilized after the first initial fertilization that is required to establish the vegetation. - I will maintain the vegetation in and around the basin at a height of approximately six inches. - Once a year, a dam safety expert will inspect the embankment. After the dry extended detention basin is established, it will be inspected once a quarter and within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in a known set location and will be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. BMP element: Potential problem: How I will remediate the problem: The entire BMP Trash/debris is resent. Remove the trash/debris. The perimeter of the dry Areas of bare soil and/or Regrade the soil if necessary to extended detention erosive gullies have formed. remove the gully, and then plant a basin ground cover and water until it is established. Provide lime and a one-time fertilizer application. Form SW401-Dry Detention O&M-Rev.3 Page 1 of 4 BMP element: Potential problem: How I will remediate the problem: The inlet device: pipe or The pipe is clogged (if Unclog the pipe. Dispose of the swale applicable). sediment off-site. The pipe is cracked or Replace the pipe. otherwise damaged (if applicable). Erosion is occurring in the Regrade the swale if necessary to swale (if applicable). smooth it over and provide erosion control devices such as reinforced turf matting or riprap to avoid future problems with erosion. The forebay Sediment has accumulated Search for the source of the and reduced the depth to 75% sediment and remedy the problem if of the original design depth possible. Remove the sediment and (see diagram below). dispose of it in a location where it will not cause impacts to streams or the BMP. Erosion has occurred or Provide additional erosion riprap is displaced. protection such as reinforced turf matting or riprap if needed to prevent future erosion problems. Weeds are present. Remove the weeds, preferably by hand. If pesticides are used, wipe them on the plants rather than spraying. The main treatment area Sediment has accumulated Search for the source of the and reduced the depth to 75% sediment and remedy the problem if of the original design depth possible. Remove the sediment and (see diagram below). dispose of it in a location where it will not cause impacts to streams or the BMP. Revegetate disturbed areas immediately with sod (preferred) or seed protected with securely staked erosion mat. Water is standing more than Check outlet structure for clogging. 5 days after a storm event. If it is a design issue, consult an appropriate professional. Weeds and noxious plants are Remove the plants by hand or by growing in the main wiping them with pesticide (do not treatment area. spray). Form SW401-Dry Detention O&M-Rev.3 Page 2 of 4 BMP element: Potential problem: How I will remediate the problem: The embankment Shrubs or trees have started Remove shrubs or trees to ow on the embankment. immediately. Grass cover is unhealthy or Restore the health of the grass cover eroding. - consult a professional if necessary. Signs of seepage on the Consult a professional. downstream face. Evidence of muskrat or Use traps to remove muskrats and beaver activity is present. consult a professional to remove beavers. An annual inspection by an Make all needed repairs. appropriate professional shows that the embankment needs repair. The outlet device Clogging has occurred. Clean out the outlet device. Dispose of the sediment off-site. The outlet device is damaged Repair or replace the outlet device. The receiving water Erosion or other signs of Contact the NC Division of Water damage have occurred at the Quality 401 Oversight Unit at 919- outlet. 733-1786. The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments. When the basin depth reads 1.0 feet in the main pond, the sediment shall be removed. When the basin depth reads N A feet in the forebay, the sediment shall be removed. BASIN DIAGRAM (fill in the blanks) Temporary Pool Elevation 405.00 Sediment Removal Bottom l Te pora Pool emporar) - - - - - - - - - - * olume Sediment Removal Elevation 401.00 Volume Sediment \ Bottom Elevation 400.00 j 25% Storage FOREBAY MAIN POND Form SW401-Dry Detention O&M-Rev.3 Page 3 of 4 Permit Number: (to be provided by DWQ) I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. Project name:First Assembly of God - Addition and Renovation BMP drainage area number: Print name: Cha_k 114-cy" Title: ?P _SfO Address: Phone: (9/?) 7 8 /- Signature: Date: /) Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivision has been named the president. I, -ANNA i:A EtRJI .l , a Notary Public for the State of I pp-rJ4 ?fhfZaC t N f'} , County of (J 4Rf , do hereby certify that C I+A-D IAA-R,JEw personally appeared before me this 1 sr day of ? m l3 t-R- , ?ZpOj, and acknowledge the due execution of the forgoing dry detention basin maintenance requirements. Witness my hand and official seal, Oddena0,110 we. ?pvwy « G - AIJBV? g V: ±?s CoOV??? SEAL My commission expires l 02' I ( Q0l 3 Form SW401-Dry Detention O&M-Rev.3 Page 4 Of 4 • r? ? s _ ~ ~ G ~ ~ , ° ~w ~ . SOILS LEGEND PER WADE COUNTY SOIL. SURVEY UTIIJTY INSTALLATIONS AND OTHER PUBLJC FACILlT1ES, 1 Y ' y„ } A 82 APPLING GRAVELLY SANDY LOAM, 2 TO 6 PERCENT ~ , ` g INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO' a ~ t ~ ~a ~ l ~ i v ~ ~ - y` t r i. ~ ! ~ ` AgC APPLING GRAVELLY SANDY LOAM, 6 TO 10 PERCENT ApC APPLItWG SANDY LOAM, ~ TO 14 PERCENT 'QE CONSTRUCTED ON ALL STREETS AS SPECIFlEQ QY , _ a r 'f CCU CECIL SANDY LOAM, 10 TQ 15 'PERCENT THE CffY CODE. THE5E FACILffIES HAVE .BEEN an 1 _ ~ - ~ ~ S ~ ~ . ~ ~ ~ ~ r CgD2 CECIL GRAVELLY SANDY LOAM, Z TO s PERCENT APPROVED QY THE CITY OF RALEIGH AND SHALL BE ~ ~ t _ , r, ~ ~ ~ ~ ~ ~ CgC~ CECIL GRAVELLY SANDY LOAM, 6 TO 1fl PERCENT SO INSTALLEQ UNLESS A CHANGE iS AUTHORIZED. F- - ° ~ ~ ~ ~ ; r > r ~ ~ / ! I ~ s t M~ MANTACHIE SAILS FLOOD PRONE , EA DY WRITTEN APPROVAL PUQLIC SANffARY SE~+ER fib' ~ t 0 ' PRONE ARioAA , - ~ `EASEMENTS ARE TO BE ;RECORDED PRIOR TO FlNAL an ` ti s t . r y ~ ~ ACCEPTANCE... ~ ~ _r ~ 1 ~ fr ~ ' ~ ~ s, ti ~ ~ ~ x ~ t, ,Y- SIGNATURE` r 1 i a y t 'S SITE ~ , - ; pp1S - ~ ~ ~ 7 ~ ~ TRANSPORTATION SERVICES ~ m ~ ti ~ 4 i• h ! ; 1 < r PUQLIC U11L1T1ES ~ ~ ~ << t, ~ ,l f _ a 3 t. ~ . ~ r - rx. ~ W- i~. x , / t ~ s ~ CONSER11AT1{}N ENGINEER ~ ~ . , l Yd ~ / + ! ~ ' j' r 1 t ~ ~ 1 1--.~ ~ i t t, ~ i , ~ ~ c t ~ 5 / ' ~ PLANNING ~ I ~ i j r ~ - ~ d i ti c r r ~ < _ s. - - - . ~ l - ~ ~ IrlDRNiNt~4E DR ~ ~ ` a ~ - - ~ - vY-- ~ i i Y rR 'r~ ~ e~ j.- I ' _ ~ Ili ~ p I 1 _ ~ ~ ~ ~ ~ f_ .T , / r. r'~ T~ I T T ~I~}1 f ~ ~ ~ A i A ~ , ~ ~ , j a ~ f- 1 ,4~, / ~ y ~ ~~I - , 77 ~ ~ ~ i 4 t~. ~ ! t. 1: l y i III i i ~ i . ~ I I ~ - ~ i ~ ~ ~ I r ~ -I ~ ~ ~ iii I ~ ` f ~ ti ~ ~ c ~ ~ r.- I r • rr ~ s ~ ~ - ` ~ ~ 1 t 4 t _ ~ it ~ ~ r f - _r ' C , i ;'Q ~ ~ , - i i ; r 1 r t I ~ ~ r I s t ! rte,.: , - t ~ I ~ _ ~ ~ ~ _ _ 1 - i ~ 1. / / - v ' ~ ~ ~ r ~ ~ ~ ~ j I C ~ 1~ Y Y r I t I ~ ~ ~ ~ r l' ~d - - ~ lI ~ I ~ ~ ~ ~k T E lJ~~: e ~wfl_Y rf i y t tiµ } . j, 1 r e _3 ~ i ~ 1 - .~r < ~ - ~ ~ . ~ ~ ~ ± l Ili 7 ~ ti~ h a ~ , } ` ' - .8-~ i ~ ~iC'~ i ~ _ li _ AIE'' r i i _ _ ~ ~ ~ ~ i I i ~ ~ ~ r ~ tq i - , F~-1 r ~ ~ , J C t ~ j ~ ~ ~ ~ ~ ~ F~ i 4 ~ i i ~ ~ _ ~ _ ~ ' 1 ~ ~ I i 1 _ - - ~ i e1, ~ _ _ .a ~ -t ~ i~ r ~ ~ ~ ~ ~ . , rr ~i ~ i ~ i ..4 _ = u., _ _ _ t n d ~ ~ I ~ ~ ~ n ~ . ti a,; ~ . ..L ~ ~ rte. ~ ` i:! • .~45 ~ .y r rep r ~ ~ ~ i - ~ _ r . - + _ - 1 ~ i fi ~ I ~~a r: - ~ii i ARP _ _ - - - ~F~~ ~n 1 - - - e~ - I -N - - - - ~ ar Mme ®k m~ ! ~t=.~~ lrti ®rw fnn.~ a~ ~ A ~ w r _ - "=F i ~ , A ~ s r ~ ~ ~ 11 ~ ~ n.~ i y~ s a ~ ~ ~ - - ~ - 3'., - ...1 ~ ~aH ®,a~ ~ tip . z I ii~ `n i, i:'rl - - 3Ha-.-..; +e~ . _ ~ ari - ~ i,u ~ % ~ 1 ~ ~ TYI E a _ _ n, I . . , i ~n Ha _ - h ar ~ • r i 3 - - - _ , I I ~ - - ® ~ a M~~ _ - - - ~ I _ ' ~ - _ rn - 0 , Iq1 , LI - ~ ~•k '.<v Y ~ i t2 '.III ~ - ~ ~ I~ I ~r ~ i h - ~ . ~ ? ~ .i I I - , ° ~ f. ~ } y ~ _ - i , ~,5 ~ ~ - - . ~ _ ~ ~ S I ~ ~ ~~I , ~ I,` C - - ~ iii ~ - C ~2 _ ~ ~ LI% i k~ ~ ~ ~ - i - 1i ~ . ~ , f_~ V F~ r r ~ _ ~ ~ 7 (I I I ~I - U , ~ ~ . - _ ~ ~ ~ ~ ~ I I I ~ ~ ~ ~ ~ JIE 0 ~ ~ II ' - I II ~ ~ ~ - I I III ' ~ t; ~ ~ _ - - it ~I - ~.ii r ~ i r t - ~ ~ _ I - - _ -~i -!i li ~ 1 I~ U~ ~ i - ~ - ~ r I I - • ~ ~ ~ k it _ i ~ I I I I i I i, ~ ~ I I I ~ I I ti III i I I I ',I ~ i ~ ~ ~ II ~ I I~ ~ it _ r..~ . ~ _ I 4. y. - _ I 1 4 ~ ~ ,.r ~ I { ~ ~ ~ ~ i 5. ~ ~ I ~ ~ _ 7 ~ , 1 i ( ~ t i ~ ~ F , _ fi I ~ ~ I ~ ~ - - r T,, _ . f i li r I I I I F,,~ r ~ G ~ M ~ Fpl r ~ - ~ - - -r ' ~~F- I _ I III ~ ~ ~ F4 ° , ~ ~ ~ ~ F ~ _ 1 ~UILUING _~r F ( ° ` ~ , ~ a i ~ I I ~ ~ - 4 T ~ ;~;~i it ~ ~ i~~ i?ll. III ~ ~ s - - i - _ ~ r ~ ~ - ~ ! a - ~ = - , II ~ ill ~ ~ ~ ~ ~ ~ 3rYE UbE '_I~ I L r ~Ni6r ;I F „ . f _ QI ~ i ~ - ~ II 1 F i r~ ~ _ 'I ~ i r _ ~ _ ; ~ ~ . I ~ i ~ ~ ~ y _ ~ D l ~ - - - - - - - _ ~ r I III - - - - - - - - al ti t ~I ill ~ ~ i r_ - ~ _ ~ l s 5 ~ ~ ~ ~ - ~ . m . _ • r 3 - _ m ~ ~ • ~ ~ - - - - • L ` ~ I jl I ~ is - _ - }J m i~ - IIIl - ~ ~ ~ dF~ + L ~h - - . ~ - ~ - i ~ 'o, ~ ~ r r i ~ k ~ , s ti ~ ENE I ~ I 11 < - G _ _ _ ~ ~ ~ ~11 - ~ }~4. ~ 1. 1 5. F ~ ~ 5 ~li.~'~ \ a' S .4 iii ~ ) f - ~ y, 11 9 r. Y ' ~ t 1 1 III l_' ~ 1 ~1 ii l A I I ~ A 4 4 ~ t ,ti ~ ~ i ! ~1, ~ t ~ ~ 1 r iii ~ _i I ~r ~ ~ i~, _ - ~ ~ ,u F ~ ~Jr, r.~ 1I i _ I K ~ ~ ~ 1 l _ _ _ , n - r i i a 'i 1 1= r.~ ~ ~ ~ i _ ti - - - ~ li ~I - ~ - ~ I° ~ ~'I _;~.~r_, pARK~rus s~aces- E ~ ~ is _ ~ I_h.l~, . „ ~ _ BUILT I_h'IS ~I1~1G II _ I t . ~ ~ i r . _ BUILDING ~ T i' ~ _ ~ ~ ` ~ ~ ~ y • ~ • ~ l ~ y - - - - - _~I Cf... ~ a I r i x ~1. 2' I ~ T , V L ' I I~~ _ ~ W - 7 = ~ ~ ~ I 1 I - I ~ ~ 1 W~ ~ s Q i' a i _ ~ i ~ i r ~ i ~ ~ ~ ~ I ~ r ~ ~ ~ ~ - - - ~ ~ I ~ I 1 ~ 1 ~ rI ~ ~ L~ r ~ ~ ~ _ - I~ ~ ~ ~ ~ r C `J E- ~,r~ _ _ ~ ~ I _ ~'I it r 1 ~ ~ ~ ~ - _ 1 x (I a r ~ II ~ I I I I ~I p~ ~ - ~ ~ ~ ~ - I _ ,F,~ I. _ F '1~_ , m n i ~ , - _ I ~ ~ ~.-.~~.L~~L.- ~ 1. 4 - k ~ ~ ~ I I ~ / ,I I i I~ ~ . _ _ _ ~ ~ ~ ~ ~ ,:J Ic,T N ~ - - I n i- ~ I _ I ~ ~ - ~ „~,,i _ mr; ~ ~ ~ ~ ~ ' ~ _ ~x.TR91LEi l i - - _ ~ NOTESs 1 1 ; ' I i _ i - , ~ ' - - - - - - [7- ~ ,r.- - ` i,-. _ I - - - ~ THE PURPOSE OF THIS SURREY' IS TO THE THE BOUNDARY OF LOT 3, AND - i' - ~ ' ` 4 - ~i - 4,- - - _ _ ~ L _ i I E I 'THE Ef(1STING TOPOGRAPHIC CONDmONS THEREON. ~ , ~ ` 2. NO P01zTI0NOF~THEPROPERiYSHO~Td HEREON LIES`WlT`illNTfiE ~~rii;, ~ 1 ~ ~ / / ~ ~ s ~ 1 r _ ~ - ~ k L- J Y_,~ i ~ 1 ICI _ _ _ AOUNDARIES OF A F.E.M,A< I~,PPED FLOOD HAZARD ARE~4, RER F<E,IWr4 F.I.R.M: ~ ~ ~ ~i ~i ~ , ~ J ~ _ _ ~ F - - CR Li ~ ,S _ J M1. ~ ICI - f ~ y.°.~ ~p~.° - - Na. 372007$500 Jr GATED 5/022006. ~ / ~ ~ ;r'°f . -r' 3. ThiERE PLAY BE (7THER fMPROVEP~dENTS NOT DEPICTF~ ON THIS SURVEI: / ~ - - I ,I F - I. _ 4. THIS PLAT h~Y BE LPSED FOR RECORDATION CONVEYAA9CES OR SALE5'° _ ~ ~ ~ ~ ~ ,.r. ~ ~ ) . . i ~ I' I ~ va„ I 5. ALL DPS I°ANCES ARE HORPZONiAL GROEIND D157ANCE5 UNLESS OTHEI~NtISE , ~ ~ - I ~ I ~ ~ - _ a ~ k ~ ~ M--~ NOTED. ri ` ~ ~ t ~'L ~ ~ ~ , ~ - 6. NO ENGIi~GHhPENTS EITHERRdAY AGROSS LOT LINES ~CEPT AS SHOYfN ~ ~ ' I I t 1 r~ q _ J{EREON, s ~ - ~ - ~ , - _ ~ ~ I~ - _ --k -4- - i. 7. THIS SUR'VEl' `WAS DbNE WfTFiOUT A TfILE SEARf;H TIiERE f~U4Y BE bTHER ! - FASEIdENTS, ENCUM6RANCES TO THE SUBJECT :PARCEL. NOT SHOWN ,HEREON. . ; ' ` „ ' ~ r' ~ " s 1 ~ 1 ; ~ I ~ ~ ' I-I i ~ ~ II ~ ~ ~ , DASH® 4JNES NOT SURVEYED, ~ ~ ~ ~ ~ ~ g. THE VERFPCAI. DANA! FOR THIS SUITVEY 15-.FOR PREVIOUSLY NOTED PLANS. ' ~ ~ / FOR THlS Sfl'E,-DATED 9 ~-22-96 by ~v9L ENGINEERING TECHNbL.OGIES. ' ~ ~ " ~ , - ~ ~ , < ~ ' i ~ ~ i ~ ( ~ f ~ ~r.'I ~ i I ~~I,ii Gil ~ ~ t I-_ REFERENCES; ~ ~ - i. ' . ~ ~ . 3 ~ T - '.'ll~ FEfaL4 F1RM 3T2fI07P3~DOJ EFFECTIVE 5/2/06 ~ i / - 4 4 milk ` 1 ~ i I A~~~' ~ ~uTl . 1~ j ~ A I f. 1 ri ~ ~ ` BP~;2005,PG.965 ~ ~ ~ ~ - ~ ~ ~ ~ 4 1 - ~ ~ I~ I ~ ~ ~ ~ " ~ l BM.2001,PG.2165 f ``~7` ~ _ _ * , ~ \j', \ ' ~ ~ gut J 4 4 _ ~ ~ -0 t7` ' ~ n'~ o F- ~ i F x t ~ ~ - I i i I I h - ~ ..Y a _ , r ~ \ / ' ~4 < < < ~ ~ .r \ 4 ~ 4 r ~ _ ~ I p~ i i ~ ~ ~ ~ , - - t ~ ~ i i _ ; 1} , I,_Janathan H. Fleerwr, PLS ,_L-4393. ~ ~ i ~ ~ ~ ~ I_ ~ ~ I I ~ ~ ~ ' t I II ~ 4 ~~t #hi~ m was. drawn from an actual eld ' ~ ~ - 1 ~ ~I ~ ey Syr ~ ' surv a~rsed tinder dlrootlon and \ ~ / , , Pa 4 su er~neron. the error of dasure, ~ pal~ula#ed I, 1 I I ~ ~ is~a ~r _ ~ aoa` ~I 5 ~ ~ ~ , by )atikudes and depar#uree is one part in. `w ~ II Ir I ~ w I I ~ ~;e - The Mrsadasure is disknbuted by the Crandall / ~ ° / r ~ I~efhod, and the area, if shown, is calculated by ' ~ , - III, - ~ M"1 1 - I - - I alac#ronia oom r usin DPD m~hods, This m meets V , ~ -1 < ~ the m~nrmum atandarda fnr a alraes 'C' topograpFgc survey ~ ° ° / , ~ my ~ - l~Itaaeea hand and Beal this the fDth day of ( ~ ; / \ ~ A-.r ~ ~ ~ AR ~ - ' ~ ~ _ ri1 2048. ~ ~ ~ 1 ~ ~ I t 6, • ' x / i / ~ \ ~ NOTES: ~ \ , , ~ ~ ~ , , / _ - e I ~,.l~~,TNG ; ~ il. I r ADJACENT PROPERTY IJNES TAKEN FltOM WAKE COUPdT~' G1S. • ~ , • ~ ' i ~ - 91UE RIDGE .ROAD DPGiTlZE4 FROM :AERIAL .PHOTOGRAPHY. / / ~ - q , L~UILD v ~ ~ GRAPHIC SCALE ~ ~ ~ ~ I I I I ~ lul i~ ~ nnrc nrnr c.i~~A~nac n~cac II i~li I ~~li~ ~ ill.., ~ !I Y~ic ~ k. 1 as b 25 ao 100 200 1 inch = 50 1 III l l _ 1 i ~ ? ~t _',f ~ I I l,.-~L ~ a,.~~_~. I III ICI f ~ ~ F i ~',I '-,~I'~ I I 1.•, I { SHEET 1 OF 1 ,teNU/n+UAAalej~ ~°®`o~~~ .Q ~P 'r }J Q `N~.'Y 'II• ~r` r~~j~~llltill't` QNj 9 i r G,~ Q J~' o V LJ.I MORNfNGSIDE DR a POST•G~NSTRUGTIOFI TN EXPERT FROP~1 ^aITE USING AFP~JRTIONIPdG METH©d ~ I TN E F iRT T°I E'~~~FT BY I "iTL'~I'Eh THE F:?FTrF~hll C7 TYPE OFL4NDG~VER ~_CFF. L~II: U_E VICINITY M P i-~PE^ ILE^ , Fi `~ITEILE;)iH,;`i B~ L7 L H~:;hi'F NOT TO SCALE I ~ ~ I~' pEF'I.i~IiEIJTLYPRESERVEDUIJDI TI~RE'ED :FEN ,F?" E'F •F'E3T, ~ I~ ~~~I l'Jlvl': ~J'Irr~-~ 0.,,6 - Hsu I ~ III PERMANENTLY FFr Fr.:EI I i fJ .,EC.,FEII ,P4', Fir F i r I~ II I II L..fJL~,- r~rl.. Er, 1.&1 1:2 1 e III q II 701 :r,~ ~ f III I I IMPEP~nOU~SUPF~„~.;LF?..Alau F~FShPJ~L..Iu+LiFI,Li~"~AIS+ I I F~,: F~ PAVED STORAGE AREAS, ETG.) 1.65 .1.' 98 r' v ~ i v I III II I ~ ~ I ~ TQTkL 'd91 N F f '~/l 51TE DATA. ~ ~ ~T ~ ~ < NSF NSF ANDERSON, R_BEr M, A~G`~ ~IH1TE, 6CENN H. & JOYCE 6. r ST. PAULS CHRISI1AN CHURCH , ~ t, ~ ~ a ~ II If =,.EF~;EP~::RCITE tLF2 ~5 ~t450 SIGHT II~~ANG~"~ I I II I I ~ ~ TN EXPORT DffFERENCE BETWEEN PROPOSED NITRCGEf~I EXPORT APJD LIf11T OF NITRQGEPI EvFOPT OWNER. FIRST ASSEMBLY OF GOD DB, 9218 P(~ Z15~ ~ (V1 D8:1559,PG.738 ~ E PIN#0785-95-4629 15x450 PIN~0785 86 ~%~'S ~ PIN~785 95-0979 $ECONDARY THE zoNE: R-a ZONE; R-4 e / / ZONE, R-4 CONSERVATION DEED BOOK; 02461 PAGE. 0590 ! f ' SECONDAR SECONDARY TREE III PFD r EC FP-P D I I NITF~. BEN I I I III TFI F~'~OFT FROM SITE I F': RI NEECF TO BE LE TH .f! . I IITP N NITF ! ,FI1 F F ; RT E F. FT LIMIT BMP REQUIRED ~4' eulu~INC ~o` BUILDING AREA ~ CONSERVA WAKE COUNTY P.I.N, 0785-85-9551 SETBpGK ~ SETBACK. _ 10 BUILDING SETBACK I~ I Lr':,:~ F FOR RESIDENT IL I L IOAB fR FOR ~ I1ME~ra` L 1" L.IFFEI - ~ _ ~ j ~ IN4USTRIAL?:~REII~.NILLBEf~EQUIREG 4LC`~, YE;;RI iLEE I ~E~"N} rLE~.~ e~F. ZONING; R-4 ~ - ' - _ - P ~I I PLANNING JURISDICTION. .RALEIGH N/F - MOUNT DUVET BAPTI,S7 J' ° a ~ TOTAL ACRES: 13.88 _ b ~ . CI UIiCH ~ ~ l~ _l _ ~-yy'r-- ~ A I I----------------~ 11 (rP-_-- _ _ _ I _ _ i TN EXPORT FROM SITE RCtUTEi7 THROUGH DRY PONE APJD VE~ETATiVE FILTER STRIP 4"TITH LE~:`EL SPREADER I_I Q ~ ~ I li I~C TN EaP~3RT TN E'<r~%RTBY oa ¢a~~P~.SSS \ ~ r ~ ~ + I JIB a~a 1~ n r 1 II II_i~ ~ - 1- ( ~ ~~~~TI 111 I~~~~~I ~~~~T lr ~ ~~~~T BUILDING SETBACKS; 30 FT FRONT PINp,. z3or ~ , ~ o ~ ~ I e ~,,y\ ~ ~~~~1~T~~1~1~1~~~ I I ~ I I~ 1'rF^EQFLANDCOVER ~:E'FLr ~ EFF. L~IJDL'GE zaNE R-a C ~ - I l ~ ~ ~ I , 10 FT SIDE, 20 FT AGGREGATE SIDE , ~ I ~ _l1 'I I II I r I 'F (lF CFA ~~~~1 ~ I I I j~ PEP.MAiJEIITLY FFE EF. ED ~ 91C1 TUREEC FEII ~~P E F FE~~T. 6.66 ~ ~ ~ ~ I I~ *I+~I I I'I I I I I~~ l I I I I I I 1 I 111 I~r L l ~ 30 Ff REAR SECONDARY TREE _ - ~ ~ L _ _ I I I I I I I L l . ~ ~~a~ at ~ f ~ - ' I a~ II -L I III I y~ r LL ii ~ I I I h i ~I~'~ i ` ` PEFrI JE117i-'URFE~ ~P~F Gf h f1F~El Ifu~ LI! Fkr E F ' _ rl II I Ik'IF~ I U_S 17P~,F.. :I 'S4 ~ ~ ~ I as I I ~ CONSERVATION 'o ~.J ~Illll~llll~a~~lll~~~~lll~l~ lal~l~l~l I I I TOTAL i<_I uu.45 Z ~ ry~ W hl IaI~I~III~~Jml~1 It II I~ ~ ~ W sv AREA ~ ~ ~ ? ~ ~ BUILDING... INFORMATION ` ~ ~ ~ - ~ EX~ST~N~ PARK~N~ MINI II II ~ TN EXPORTREDU~TIOIJ F _ . ti J r I a ~ E,~ISTINC 1 I I~1~1L11Lu I111J1L1~1 , 7~ II~i 1-11 I I I 1- ~rCn IEE ~ n ~ I I I I I TYPEOFBMPUSEDONSITETORECI~rET r!6.r_ 'R FORRESIDENTAIL~,ND16LBiAU1VRFOR TNF'FC~i•Ti~-fit-1 L F rl F r 0 I 1 ff ~ PROPOSED BUILDING AREA 45736 ~ ~ I 1Lf1~ 111 11 _ PRfMARY TREE a- t-~, I- ~ BUILDING ! ~ E II a I--, - ~l~l~l~ I I II IIMEE = I II ~ I I ll; it Lr ~r~TRAIL Jr-~rE rE Le~., a+~ "4 I M - EXISTING TO REMAIN - 44 0 5 F~ ~ ` f ~ ~ ~ ~ it ~ r II DRY - ~ `===,t`= CQNSERVAl1ON ~ W c ~ ~ I ~f 11 ~,~tt==-=====L _ =I1 I I L I DF,° r', ID ;1 o W ~ ~ z TOTAL AREA = 89,811 Fl$ 1 ~ ~ k, CDETENTION -1 AREA - ~ ti~ ~ - ~ Z BUILDING STORIES = 3 ~ , fo POND ~ - ~ ~ u ~ - rI I I I i I ?JEGETATIVE FILTER STRIP WITH LEVEL SPREADER 2G a l Q r 5 II II TOTALREDUGEDAMQUNTOFTNE?{PORT 15:e8 (jy I W BUILDING HEIGHT. 46.8 ~ . ~ -I ~ -a ~ , ~ ~ ~ ~ II I ~~1 IIB~I~ I~ ---St>,;~~----J I I II rNEXPORTFROr"~:ITE ~ I~• ` ~ + I \ Il BUILDING' STRUCTURE PARTIALLY SPINKLED'. \ ~ ~ ~ ~ -1 I ~ I ~ C ~~TI711I I~~ ~ ~ I I~ ~ ~ ~ ~ ~ I RUUTED THROUGH VEGS TE~AREA LTER STRIP IN ITH LEVEL SPREADER Q ~ ~ ~ ~ r-- a ~ PROPOSED BUILDING USE. CHURCH CLASSROOM SPACE ~ -I - ~ ~ ~ I TN E f "~FT TN ER ~ ~ E.'. ~ I TYPEOFI IIC cR ~ } c c F,F LEL'LIrE THE F F?F ~6:I ~ ~ ~ W ~ a EXISTING 1 I II I I III (A,"'F" L_ FE~ LE"' (F.' Z J BUILDING GROSS FLOOR AREA, 89,811 Ffs TOTAL EXISITNG & PROPOSED NuesE euFF ` \ - BUILDIN I ~ I IL_-__ - ER s ~ _ f _ I h,~~~~~~~~~~~IhI hI Il II 141 [ w I L`-_~`---11 II I~IF--I-BO" ROW'I FEFVJ~IIENTLYF'~E EP 'ED'JNDI"TURBED FEN. P E+F ~,E T, 664 ~ t~ I JII I I I I~ I~ I l4) 1~1 I II I I ® PErI i IIrIITI,' Fri r~':EC I I fJ _EL~~ PEIJ F%~.', r r 646 t III I I ~ EXISTING PARKING I-II' I I II III tC1 IMF F I _IIFF i , iF F-FhIG l T, CPI F. J h.67 FLOOR AREA. RATIO (F.A.R.) (89,811 Ffz/604,615 FT's)x100 = 14.85 - ' 1 a Ili I \ - \ ~ , _ ` _ ~ ~ ExisTiNC P. _ r TOTtiL , 7.63 I Ti#EXP6RTREDU TI6N - I~ III: \ \ ~ ~ ~ i TOTAL BUILDING LOT COVERAGE - (65,058 FTC/604,615 Ffp)x1Q0 = 10.76 IIZ .I, ~ PR~POSEra ~ if O IIII \ o'~, NUILDING , < ~ ~ v? I I I I III yr TYPE qF BMP USED ON SITE TO RECD ETC G LE ~ (R FORRE)1DENTAIL -iJC i6 LEi~ F; FGE TN RE[7UCTI:pI - rn ~ ' Il g IIII . r, ro~~ n F # W If1 \ ~y~ F # ~ f II rrlu '~rF~ OFF-STREET PARKING DATA , rQyT~ - Il 9 ,llA- t ~ ti III III ~ 3 ~i J Ii IEF~~IL' INLIJSTRAII R?TE I°~ E F PT F. P_ IITE I Q i ~ F yr " F.;~ ~ If ~ ~ ?'y RALEIGH CITY CODE REQUIRES (1 SPACE / 8 SEATS IN .PRINCIPAL ASSEMBLY AREA. , u I ~ I I I I ~ I I III Q ~ : E I I P. F.. FILTER STRIP Vy'ITH LE",iEL SPREADER ~1 I ~ I II ICI ~ ~ TOTALREDUGE©AMOIkdTC+'FTtIE,F~~F:T i~i1 TOTAL NUMBER OF SEATS IN EXISTING SANCTUARY = 990 SECONDARY TREE \ ~ ~ ~ ~ ~i ~ _~i j ijl~ ~ TOTAL REQUIRED SPACES = 124 SPACES CONSERVATION q~; _~'r~-.~~~.-~ PROPOSEC PI~~P~a~~~ PARKItd~ I III I I~"p'~ ~ TNEXpORTREDUCTIUfVSUfvlfvlfaP'f - .AREA \ t~\ yr;- F~ ~ ~ I EXISTING PARKING SPACES - 396 (25 HANDICAP .INCLUDED) F,~,,, ~,y, I ~ ~ li I ~ III I 1 iL' ADJUt•TEI TN I I _ (LBSfAG] NO ADDITIONAL SPACES REQUIRED t,~ r : r EOWARS MILL TOWNHOMES, \ 'o` 9 ~ I II I I I J EXPORTfLE -.CI OWNERS ASSOG.. fMG, cj,~i ~'Q ~ { o- DBE 14739 P~;~29r ~ ? ~ o- I III I I ~ APPORTIiIiEDMETHODTNE;FORTFF.:.MSITE 36.91 C ~ ~ + ~ ~I ~I 1 REDU~ E~~ft~ir?l!fJTOFTNF'P ~RTR~UTEJTHF~UC.HCrRYF~hlf~=11[1`E;~,?TATIVEFILTEfiSTRIP 13.29 PROPOSED ADDmONAL PARKING SPACES 93 r,,; ,N, ~ ~ ~ I il,,~/,.~5 85 ~~~G ~ ~ ~I~ INCLUDED PARKING SPACES REMAINING = 387 J I~ I I l T , I I I I-- N II ~TFIf~ 1tT1 _ - ~ III-----~, F ~ ZONE. ~ R-i5 ~~y\ ~ ~ ~ ~ A~`~' I- TOTAL PROVIDED SPACES = 480 ~ ~ EIS R0~ ~ I ~ ~ \ ` D I I ~ I REDLJ~E~"Ivl~7U1`; 'FTNEiPORTR71TEDTHF~~GN-i,TfirEFILTEP~, 'L ~y ~ ~ 1 ~ I I TN EXPORT REDUCT7L'Yd FRUi.1 SITE USIflG AppURTJL'YllfiG P"1E7HOD gg I _ I II I t5 ~ TN r''*'F~.,BT TidF'~~~rTBY a \ \ - lye I I ~Illl TYRE OF LAND COVER =ITEAREA +EFF. U I I~ {ACRES} TN EXP[ F:T FROhJ TOTAL REQULRED HANDICAP SPACES = 9 \ - - - - r.~-- J 11 I I+ E r ITE LES;~'. F I IM I (Lr F F', ~ ~ ~ ~ PROVIDED HANDICAP SPACES = 18 ~ - - I TOTAL - (VAN ACCESSIBLE = 3) g' ~ ~ - - - - - ' SECONDARY TREE N/F - - - - I III I ~ I I AVERAGE FOR SITE _ fi.t;1 ~ YQ Q 1 , ~~Il i I ~I I ~ BLUE RIDGE COMMONS OFFICE _ CONSERVATION caNDo GROSS SQUARE FOOTAGE OF VEHICULAR SURFACE AREA - 229,575 Ffp oe; sz55 Pc.2s !I II~ I I II~ NEU~EPI'v'EITNITROGEN4FF5ETCU1'f?l'4VNPAlT7EkIT AREAS PIN o~e5 as-7432 15x450 ~ I FF"ET EUY DOWN F'r;'r'I:JET f/1 15'x450` SIGHT TRIANGLE II I I _ _ AMOUivTQFTN _ ~ ~ i ~ ` ZONE CUD Q&1-1 ~ ~ n I EXPORTTO BUY OFF.,ETP- 3 I S~ LI~I I ~I I F° : I;F LF FrTM ICE TLEF Fr'~`R LOAC LhEN E RECLT FED T ~ LICFFT PER LB OFF EETI ~~F ~FEfIT YfaEI IT yj / 3 I I f7a„i I FtE S~ ~ PUBLIC TRANSPORTATION IIII I I ,li F F P ILEfI~ IL 16 (LE 'E iLF` 1~y (LE , ~ t'P YEARS iR) ~ ~ ~ Z 111 THIS SffE IS SERVED BY TRIANGLE TRANSff BUS SYSTEM, l1NE CAT 16. I F F iR r I I Ek'JaLP I I I~ INDI I TbIyL T:r THE NITF dEiJ I I ~ LUnG LIMLi Fuk NEuV a;n 6:81 's.21 3G 8;968.3fi ~ ~ ~ ~ DEVELOPMENT ~ ~ ~ ~ ~ m EXISTING IMPERVIOUS AREA DATA 4 104 '240 S40 TOTAL SITE EXISTING IMPERVIOUS AREA = 229,843 Ff~ (5.28 AC) II Ij ~ ~ ~ o II PERCENTAGE OF PROJECT SITE _ (5,28/13:88)100 = 38.01 I I o II Q~ 3CALE< HORIZONTAL 1 = 100 11 11 ' j II' PROPOSED IMPERVIOUS AREA DATA fII~ ~ ~ O EXIST. BUILDING TO .REMAIN = 44 074 Ff3 1,01 AG BEFORE YOU DIG ~ v NEW BUILDING AREA. = 20,829 04s Ac 0 Z SIDEWALK CONCRETE = 1'7,901 Ff' 0..41 AC' / ASPHALT _ 215,095 F(z 4,94 AC GRAVEL 7 872 ~ :0,.18 AC CALL 1-800-632-4949 ~ - TOTAL ST(E IMPERVIOUS AREA = 305 771 FT' 7.02 AC t ( ) PERCENTAGE OF PROJECT SITE _ :02 13,88100 = 50,57 GENERAL NOTES P OJET T M SHF / ) SHEET INDEX. N~c. ONE-CALL CENTER ~ ® a _ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CnY OF CIVIL ENGINEER: ALPHA & OMEGA. GROUP CVF PERCENTAGE. INCREASE IN IMPERVIOUS AREA - 33,03 CVR CODER :SHEET ITS THE LAW N ~ RALEIGH AND OR NCDOT STANDARDS .AND SPECIFICATIONS. / 9 1 EE D, Uf E 107 CO.~ 4 1 GR N R S T CO.O EXISTING SURVEY PLAN 3 SITE RUNOFF DATA 2. NO PORTION OF THE PROPERTY SHOWN HEREON LIES. WITHIN RALEIGH NC 27616 C1.' C1.Q DEMOILITION PLAN ~ 5 PRE-DEVELOPMENT: Q = 35.2 cfs THE BOUNDARIES OF A F.E.M.A. MAPPED FLOOD HAZARD AREA, UTILITY INSTALLATIONS AND OTHER PUBLC FACILITIES, ~ - 919-981-0310 C2,' Q2 - 44.8 cfs PER F.E.M.A, F.I.RM. No. 3720078500 J, DATED 5/02/2006. C2,0 GRADING, DRAINAGE EROSION INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO ~ rL Q = 56,2 cfs 10 CONTROL PLAN BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY ~ Q100 = 75.6 cfs 3, THIS PROJECT SITE IS NOT LOCATED WffHIN A RESERVIOR THE CITY CODE. THESE FACILITIES HAVE BEEN ~ ~ WATERSHED PROTECTION AREA. ARCHITECTS THE ROBERTS GROUP FANNING HOWEY C2, PERCENT INCRE = 15.33 ~ 10~ C2,1 DRAINAGE CALCULATIONS PLAN APPROVED BY THE CITY OF RALEIGH AND SHALL BE _ o, o o 5:001 WESTON PKWY STE+201 C2.. 4, THIS PROJECT SITE IS NOT LOCATED WffIiIN A METRO PARK 1 C2,2 PRE AND POST DRAINAGE AREA PLAN SO INSTALLED UNLESS A CHANGE 15 AUTHORIZED cn ~ ~ POST-DEVELOPMENT, Q = 20,7 cfs PROTECTION OVERLAY DISTRICT. C'' Y NC 2 513 C3,{ AR 7 C3.O SITE PLAN BY WRITTEN APPROVAL PUBLIC SANITARY SEWER ~ W W W EASEMENTS ARE TQ BE RECORDED .PRIOR TO F1NAL ~ d ~I- W CONTROLS. = 34,3 cfs ) Qz _ 919-8.31-1831 C4.~ Q1~ _ 45,8. cfs 5. SOILS INFORMATION TAKEN :FROM NCDOT GIS> C4.~ UTILITY PLAN ACCEPTANCE. r~ QtOO = 58.3 cfs C5.~ C5.0 BLUE RIDGE ROAD WIDENING PLp,N SIGNATURE` `J SU VEYO ` I EN YELLE SSOCI TES PA LA- LA-1 a TREE CONSERVATION PLAN TRANSPORTATION SERVICES m THIS SffE EXCEEDS THE 10 .PERCENT THRESHOLD THEREFORE PEAK. R R A K A A a 1 STORMWATER RUNOFF CONTROL IS REQUIRED. _ 3.75:5 BENSON DR~ LA LA-1 b TREE CONSERVATION PLAN o ALEIGH NC 27609 LA- R FLOODPLAIN DATA LA-2 PLANTING PLAN PUBLIC UTILITIES 100 YEAR FLOODPLAIN AREA 0 919-877-9992 J- LT-1 SITE LIGHTING PLAN-ADDITION CONSERVATION ENGINEER u 1 -1 DISTURBED AREA WHIN 100 YEAR FLOODPLAIN = 0 A3a PROPOSED FILL AREA WffHIN 100 YEAR FLOODPLAIN - 0 A3a1 BUILDING ELEVATIONS PLANNING FIRST ASSEMBLY OF GOD A3.1' A3,2 BUILDING ELEVATIONS JOB NUMBER; 20817 "brrhp{_,ve• ~~i{+j ~}5x,ri x{"~'''+~ir ~~r°Ld t JJ§§ a ~ / , r'rarh ~h ~'tZjI,',,~''.,Vr.; Y"V ' r}ll:~:.~.; r ,r,.,. ~ ~ .Yl. / p5 d JSY°5v.'" °AR . °'}S'1....„ 1 L J 1 ~ I ` I I .r / ttr,,., , iPr. I ;r"".„.... r, Lot ~trr Nr u ! -.a'afiN. E r :vrv: r i;; -I~' _ , i 1 J' ` S~. 1 ~I r.. 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VLJ' x FISTING ~ i NE REMOVED I ' ~ cw _ _ 1 :vrn rra Mr. 4.vi.„^ Sn. Y.N_.. ~n: - - r`N'~16pfr+utra}-a;; ~ N 5 x :•rt~3ii: ~.}i+~':ia i:° ~ : 1r EoUStINS C(1NDIRONS AND HICAI. SURVEY PRONDED tYr NKEN d~ YEI.I.E TES 75 55f J rr":. • _ , 7 r~ ~ aE R~ovm l i I ~ I' ~ r JUR9~ TII LCJt 1'IrWI !'W~Gi.I RIfI~Pftlfl 11,fy J4J.~a r7Y~ f'f1Rr4fSJEL Nr~1~f'A•1.75`: !}f, - ~ Y ~ ~ : - _ wZ':~::fL{+r:.°.. ..aNN va rrrr-_ ter, << I I ? I I ~1t ~7 Aar e~ C7~ C CI Cd. 45JI11G f14S *;~rds„.•sd:'~~rzar~Nr _ rlRVdfrVwV7 r1~ f~ _ „ -~-1 - EX9STING ONCE I ~ I- ' i, I v ~ ~ NO POi~YS~d ~ THE PkOOPERTh' s~k1WN HEREfVI IDES 1WiTdIN THE E?OUNDA~ES ~ A F.E.N.A. - _ - . tiwar it yr v r x - - _ Lrx f+it ~ - I _ I _ kiAPPED FLQOD I~ PER F.E.NrA. F.LR.M-0 Nar 3T2t~T85t~3 J, DATED 5fU2~20D6. ar;~ rlyvrr~rrMN W r`waf17raxN45 5r,;} ~ay;Ry+ ~i... - _ _ - _ EXISTING TES ~o ~EM~~ ~ ~ - „ M15!'~ VTnd d'M1d, YV,Yrr _ - _ _ _ NNr3 r - r ' - ALL DEILOIlDUN I.I. BE PROPET~.Y FT~lfl THE 4>WNER'S PROPERf'! AT NQ S~Nd~'4h{i SMt~ 5r~.".}yy~ _ .Y _ ~I - _ ~ - 1 I piv „rrx}:f} ?tfilnd!{5 af.:Y' ~r~'; ,„.i . _ - - - ~ _ AI~mQNAI. C06T iEl THE OWNNER„ AND Y D nr r8~lNtih~+NaS ZN 5!!Y } 5 vi LVrr. f{laNW'~},rrrr 't , rY;~ ~ .o'..v-rrA sx. ~ nsF - - _,:I _ ~ ~ _ 1,~ ~ ~ I ; ,yr,r....aNh. . . , PROTECIIUN 6WU SILT FENCING SHALL E1E INST. ' PI~OR i4 RNY LAND DISTU CE "~~~~~;f VZV~'"r~;rj~` ~ - TREE ALLID RBAN OR DENOLIRON h"fl~Ti 1 rNaira~%,a4d: =~'Y ~ ~ECCM~UAR~' TRH r v o w~, CO~ISERYRTIQN AREA (TYP) ;....:r•.:::Yr:.: I THE 4lINATE THE POTE]JIEAL CUSS 4F Ui1LRY u1CE i0 THE ~ - - r•:Y}d.::N•:: ~ 6UILDI NEING EXPANDED AT LEAST ~ HDl1RS PRIOR TO LOSS OF SER1ACf WII}i TILE ~~•">}•:J~.:"~:;' t ~ I ~ ~ I 1 ~ ~ - ' £3 ~ 1IR RD ~ReldrrEcr. KEYED D~IO~JTI4N NQT~S :r:: • r _ Pay t. Ir -'~'i r t ~ ~ ~ v ~I ~ I ~ ~ I~~ ~ ~ - ~ ~I i~ T 6 " ~ I I~ w ~ 1 ~ I - •Y 6e SNN.L VERIFY LOCATION OF ALL UIILIIIES IN A117~ANCE 'OF CgL~IRUCIION OR REd'E E311511NU STDRItI DR~NAGE SYSTEIA ~ INIkGATET). COORDINATE WRH _ , ~ 1 i I~ ~ it DENULD1OiV AND SHAIt NNE ANY iIONS THAT AFFECT CONSIRUCnQN KNc~NM TO THE 1 THE GRADING Pi~+N AND STDRIA DRAINAGE PLAN. CUHTi~A(TOR SI~Ai1 - ~ ~ lal Q I' IL ` ~ I I Frl(~NEER PROPER CARE TO S~..VA{:E RJ.L GRATES, FRWdF s, AND NUODS FDR ~-Ua~E, ~ , ;;1 I ~ ' I - I t z ~ ~ I t ~ III I ~ ~ ~ I ~ ~ R~ {CRE1E S8L3~AL.K ,4S INDBCATEA TU THE NEAREST ExPANSIDN Ult LEGEN 7, FOR OF SRE O HEMS, REFER TO THE ElE PLANSr ~ D I I 11 LEGEND. _ I ~ I I I I ~ ~ a CONTROL JOBNfr CQORQINATE Wf1id THE Si1E SfAICING PLAN FDR LOCATIONS QF TREE F'ROTECIION FENCING FAUST EIE ONE FOOT AWAY FROM THE TREE TRUNK FOR EVkR1' ONE SAW CUITIN6 ~4T L d~INTSr A NEAT-AND C3.FAN EDGE IS REQUIRED FUR _ CTFILIT~ 1NSTALL~TiQNS ~ln UTNER PU~[1~ FA~ILffIE~ III r li'II ~ ~o INCN CALIPER DF THE TREE EIDNG PRUTEUTED RLACaIENi OF NEW _ INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO III. i I ~ r ~ ~ ~E GONSTRIJCTED CN ALL STREETS ~ SPECBFIED BY I I ~'~i ~ o ~-,~-r,Y.,; ..riY..i'l.-.~- ~ ii.. ~ I ~ x Y , ~ ~ r 1 u~ r THE CCf1" CODE. THESE FACILffI~ DAVE SEEN I~'I < Ili I MI ~ I~ I, ~ 1.~ I ~I ~2 ~ Q. ONMER S~.l. RE9AONE ALL FREE: STANDING SIIE ELENENIS (BENCHES, TRASH CONfALNER5, 3 FOR ALL LMIDSGAPING TO ~ SALVAGED Aldo RElDC.ATED, ~ `SPIFFY LA-Zr, „~Y~Y-~r~,-Y Y AgE2 APPLIt~G GRAVELLY SANDY LQAM, ~ T4T 6 PERCEN SK,S, EfC.~ SID STORE PR4VEd D'P THE CITY° QF FdALEIGH AIVD SILL BE ' ~ ~ r~ R 'SHALL G~0~311~1TE mE FaTIOId OF At1 ElE A C APPLING GRAVELLY SANDY LOAM, I~ T4 1 Q PERCENT P~ ~ ~ ~ SO IHSTALlEf9 UNLESS A CHANGE IS AUTHORISED ~ a~ ~ to. sHALL NOT IN1EI~+IIlPT AldY SAGE TQ THE E>(fSITPIG 9UILDING AT ANY TIRE GP CP~.E T~rtS, TELEF~dQNE, L~mTh AND ALL OTHER ABC APPLING SANDY LbAMr 6 TO 1Q PERCENT BEFORE YOU DBC lYfiHOU~ WRITTEN P~10RIIY FROIA THE OWNER OWNER`S I~EF°RESENTATI~IE. UTIIliIES YA1H THE LOGAI. PRQ~IDER AN6 COORDINATE WffH THE PfAkE PLANS. CID CECIL SANDY LOAM, 1fl TC 15 PERCENT DY ~fRITTEN APPRt7VAL PUDLIC SANITARY SEWER (XINTRfaGiOR 'SHALL GL10~31NATE THE UWNER FAR THE OF THE C 62 CECIL GRA~°ELL~` SANDY LOAM, ~ TO 6 PERCENT ~ EASEMENTS ARE TO BE RECORDED PRIOR T~ FIi~AL ~ ~ ~ 11. SHALT. GTT A SECiJRlllr FED `B THE Eg45T1NG 9UiL~NG ,N'ID THE diISTiNG IA~ULAR LIUILDINd r, ~ GgC2 CECIL CRAO}ELLY SANDY LQAM, fi Tp 1Q PERCENT PRCPbSFD WORK AND LIE AFT'RCVED IN WRmNG BY OWNER PRIOR TO ANY WORIt INOIC,ATEi3 E~ISIING TREES Clr€AR AND Sl1B AREA FOR NEW° BUILDING ACCEPTANCE ~ ' PEItY'ORIAm. ~ ~YP1C1~Aigprp4r5 Me hlANTACHIE 541L5 ~FLCD~?0 PR4NE AREA) i~ I : ~ ~ ~ T SIGNATURE *.r'M9W 1911rtaIIMNr FLOUD PRUNE AREA m r 12.REFER TD GRADIPIG S~IET:T C2.0) FOR EROSION AND: SEDIMENTATILVd CONTROL MEASURES. CALL. 11-SOD-~~-~~349 ElgSfiNG WNEEI. STOPS SHAiJ. 11£ AHD SrORm ON SIiE PER TrIE ~I I',,;~ INSTALL PRIOR TQ AFTf LAND OISfiJRIiING ACTNI~`, S 4WPiER F4ft RE-USEr ~NfRACfOR SILL TNiE DUE CARE IV{JT TO THE HAS 2, 4, 6, 11~x i 2~ ALLUVIAL SOIL N.C. CNE-BALL CENTER ~ r ~rlr ; TRANSPORTATION SERVICES wHEd STNS, IiA~'1, 3, 5, 7, 8, 91 is N4T ALLUVIAL SAIL ' E.~~= , ~ ~ PUBLIC UT1LffIES ~ ~ ~ ~ i aaGec ncn ior~ rrrr r~urr~e~ma'c nxQennas cuL i ar' QGaxrMn eun crrnGn {u ~ T ~ ~ F ~ Q?w - , , ; , A RMCE WfTH THE TEM RMY SING S EDULE ON SHEET C2.0 AND/OR THE T _p; a Glr : 0' 40 80 180 LAN PLANS. ~ SAW CUT E%1511NG PAVEhIEM FOR INSTALLATION OF PROPOSED STC~9 DRAINAGE PIPE. FP LC - R I ONEI°liOM ENGINEER S0 ; HORIZONTAL 1" ~ 40' FIRST ASSEMBLY OF GOD PLANNING JOB NUMBER: 20817 - ~ 2 - ~.S N ~ x~t"7~~-_ m,,~~~ti LEVEL SPREADER GRATE I 1. ALLUVIAL SOILS AND OTHER SOIL TYPES SHOW HERE, ' ' _ rr' z I'w 2. FOR `OVERALL .PLAN WITH SLILY TYPES SEE SHEET C1.0 ~Y~igroaoroer1 ~ _ _ u , ~ - i ,,a y~3~\~~ ~~i v~ . : C.~ I W to ~ ; ~ cv ~ ~ AgD2 APPLING GRAVELLY SANDY LOAM, 2 TO 6 PERCENT j, ~ ; HA-~ o o _ Q d- 3 IAA-~ ~ W AgC APPLING GRAVELLY SANDY LOAM, 6 TO 10 PERCENT i ~ a HEL-GOR PIPE 12"~ SLOW _ t BYPASS' ~ _ - ~ A C APPLING SANDY LOAM 6 TO 10 PERCENT - ~ - W CeD CECIL SANDY LOAM 1O TO 15 PERCENT MA-1 ~ ~ ® ~ - TOP OF GRATE ~ Ir ~ C B2 CECIL GRAVELLY SANDY' LOAM, 2 TO 6 PERCENT b ~ ~ P1h"~.~~y1aa` 2 ~ ~5 LONG coNrECH, 16GA, p C~°l V~ ~111.`~~ ~ ~ ~ ; _ 8~ MAX. , - _ ~ I C C2 CECIL GRAVELLY SANDY LOAM, 6 TO 1'0 PERCENT EL-396.00 _ i ~ z g GALVANIZED SLATTED DRAIN WITH 6 ~o 'A`ra~ia~~~e+e"' ~ - ` ~ Me M' NTACHIE SOILS FLOOD PRONE AREA'. DEAD LEVEL _ ~ A_ ( ) ~ GRATE. TO BE INSTALLED PER ~ , 1 _ _ CeD Q c~ - , d' n - _ - : HA ~ - tY I _ FLOOD PRONE ARE>$ F'ES 2 ~ _ ~ p • MANUFACTURERS' SPECIFlCATIONS. ,r ° Z - ~ ~ : D ~ 5"fD. 6 STRAIGHT s fNV ~UTo,390.00:: - SIDED GRATE, I.- I. ~ ~~-(.1" TO LEVEL SPREADER 1 p ~ HA 2,:~ 4, 6, 10, 12« ALL VIAL SOIL _ TEMPORARY C , W d- HA# 1, 3; 5, 7, 8, 9, 11. OT ALLUVIAL SOIL - SILT FENCE - UJ 1 r-- i I I III- I i i ' ~ ~J 1 r, ~ s 1i1 air- ~ SCOpE N T t0 SECTION... A-A QtCIED IY! e _ - : - 48 LF 12 ~ RCP 2.0~ SLOPE ~ ~ ~ - ~ TOP EL=401,00 ~ MANHOLE RING & COVER ~ r ~ ~ ~ 3~ _ ~ . ~ ~ ~ ~ ~ i C' ~ COMPACTED BACKFILL~ . THICK FlLTER FABRIC ,t ~IUNCTIO~i MANHOLE .:BOX ~ ~ ~°li EXIST. CND. 3 , : ~o 57 STONE. EL-400.5f HA-4 - ~ , . C2.1 a. _ WITH DIVERTEft WEIR 1OYR VELQCITY. 4.81 FP ~ - ~ a I _ , 4> 0"~ - y ~ i- - ~ ~ ~ ~ ~ INV-394,50 RIP :RAP CLASS,. B 1 - _ ce ~ - ~ MINIMUM 6~,5 III' tt - D50: 8 , DMAX; 12 ~ 67 BEDDING-' _ 42 L. 18 ~ RCP r~ 5.57 SLOPE ':y - ~ _ ~ APRON THICKNESS: 18" - x ; ; d + 1 ~ - ! STONE }'~~`I ± 1 ~ ~ a T4P f WEIR.....,. w ~ r< , / LENGTH. 12' ~DTH 6' INV EL=397.46 . ~ ~ ` EL=397,46. P 5" ® ~ ~ 6YPASS OUTLET PIPE - - I- _ _ 0 - I 1, LEVEL SPREADER LENGTH CALCULAT10N PER NCDENR S 6'. 103 LF 24 ~ RCP r- PER NCDENR STORMWATER BMP MANUAL "IF GRASS OR THICK GROUND ~ 4,, INV EL=395,46 ' COVER. 13' OF LENGTH PER 1 GFS OF FLOW ON SLOP ~ 5.3~ SLOPE " FLOW ON SLOPES 0-8~. a° ~ BYPASS 3 C2.1' ` ` ` 2. ENSURE THAT THE SPREADER LIP AND GRATE IS LEVEL. HA-~ ' _ ~ GRATE IS LEVEL (WIDTH AND LENGTHS FOR UNIFORM FLOW OF STORM Rl11VDFF. : a , a y~J HA-7 ~ 5' S4. CONCRETE tQ ~ , : ~ 3. DISPERSE RUNOFF FROM THE SPREADER At,ROSS A PRf ~ ~ - _ _ ,o , ;o c~ : c~ o , ~ RISER: I ~ R ACR05S A PROPERLY STABIIJZED SLOPE NOT TO EXCEED 8~. ENSURE THE INV EL=395.46 :EP FLOW FROM CONCENTRATING. LEVEL SPREADER `Q ~ - _ ~t - - ~sh . ~ - SLOPE IS SUFFICIENTLY SMO(7TH TO KEEP FLOW FROM OUT-FLOW PIPE DRY POND 4. IMMEDIATELY AFTER IT5 i~ONSTRUCTION, APPROPRIATELY i ~ ' . APPROPRIATELY INSTALL SOD WITHIN. THE ENTIRE DISTURBED AREA OF THE NQTES;, • ~ : HA-~ 2 NA-~ : - SPREADER .AND SLOPE.. 1. ALL CO~JCRETE SHALL BE 3000 PSI ~ Z8 DAYS. PRIMARY TREE ; ~ _ , CONSERVATION . ~ ~ ~ ~ ~ ~ . - _ ~ 5. THE FLIER .FABRIC SHOULD SE BURIED 8 INCHES DEEF 1 8 INCHES DEEP 1N R VERTICAL TRENCH ON THE UPPER EDGE. THE LOWER _ _ FES 1 ~ ,~r 1~-.: ~ - EDGE SNOl1LD BUTT .AGAINST Sf•~QOTHLY CUT SOD AND AREA (TYP} , . ~ ~ _ - C21 ' CUT SOD AND BE SECURELY HELD IN PLACE. WITH CLOSELY SPACED HEAVY 2. ALL JOINTS .ARE TO BE SEALED WATER TIGHT. ~ { , - ~ { DUTY WIRE STAPLES AT LEAST 10 INCHES LONG: l ~ ' I TES LONG 3. WEIR IS TO' BE POURED-IN-PLACE CONCRETE. ~ ; ~ _ 6. DOWNSTREAM SLOPE FROM LEVEL SPREADER TO BE A I _ _ I THICK GROUND COVER.. ADER TO BE A MINIMUM OF 62.5' IN LENGTH :AND OUVERED WITH GRASC OR I--- 4- ~ D IA. MAN H LE - ° o .D DRAIN PIPE FOR. 3 WITH IERTER WEIR c 0 50' 80 ta0' :VE L SPREADER (sPUT~ ~X~ _ N.T,S__ ~ N o ~ C-2.1 SCALE; HORIZONTAL 1" _ 30' R NOTEt THE LEVEL :SPREADER' PIPE I' SPREADER' PIPE IS BASED ON THE SLOTTED DRAIN N.T.So O LL.I ~ 5 -0 ~ MANUFACTURED BY CONTECH, Y CONTECH, J ® U 4 1 D"-0" • PRECAST 6'x6' STD MANHOLE o 'QC Z CONCRETE BOX. RING 8c COVER TOP OF DAM EL.=:406.00'. a APRON ~ W W ~ e. WATER LEVEL 4100 .LENGTH O SLOPES 4:1 EARTH DAM ~ , ' EL.=404.95 SEE GRADING PIAN ~ ~ o PROPOSED ' a ~ U) ~ C ~ I «I, SLOPES 31 ~ , ~ PIPE. r ~ IMO EXISTING TEMPORAP,Y , GROUND SEE GR.~DING .PLAN) , ' ~ ~ i j ~ a ~ , FINISHED GRADE ~ m W _ ` 24"x15" GAL'S. STEEL WIRE 4 I 1' i' , ~nz a ~ y .;1 1 .MESH .HARDWARE CLOTH I ,i,_~ J I iii- FOR SEDIf~CNT CONTROL j I n ill ~ ~Q I~ ~ ~ 7 I I' 18 ~ RCP ~ 5,57 i'I , ~ I a APRON THICKNESS ~ FILTER BLANKET ~ /'y N ',I I', earro~ wlon~l FIAN SECTION 'A` TEMPORARY' S7 STONE FILTER ' I I ~ / FOR SEDIMENT CONTROL I I' ELEVATION' SIDE ELEVATION I I' ~ )RAINAE SALE SECTION 6 RIP P APRON DETAIL - 1' ^ C-2,1 SLOPES 4t1 L_ - _ - - _ J TO SPL - NOTE: FOR SWALE N:T.S. C-~', N.T.S.. }TEt FOR SWALE DIMESIONS REFER TO DRAINAGE ITTER BOX 1 (SEE GRADING PLAN) SWALE CHART, THI VALE CHAP,T, THIS SHEET. X2,1 N.T.S, ELEVATION ANTI-SEEP PIPE COLLAR 1 OUTLET G-2.1 6'-O" n OF PIPES & BOX pRA11dAGE S1~VALE CHART #ART F z SIDE DEFTH <<F „~,r~~ FL:~'~.~~~ IN C~EPTH ~F i CF Nq x ~ ECTTCii,rl '~~LE n ~?ELQGh ~~'~ALE SLOPE ,.4~>aLE ~~,n,-,LE FL:;U~ '~1EL~,CITY FULL FL'w°U' U°~' TEIvIPCIFAF~' PE~PrVIr^PIEfJT _ ~ `U"d ILiTIi ~ LQ P' E OUTSIDE EDGE OF RING ON iJUP~+IBER m MANHOLE COVER & RING ~Hlr.i~ ~ft~ Q1~ Qt~~ ~~-t~~ ~:A P ICi~I~'( LIPdEFt LIfIEFi - - - - h ^ 6 ~ ~11itt~ irfi~1 viii, +f~.~.~- 0 i U o ~~fs~ vi 4 ao ~ o O 3 1 ~ 1 4.O . (TYP) o , ~ COVER o - ~ 3 } +i Q-~ 1 acs { ` r;r~ ~ 3 0 1 ~ ~!~!i~ 17.E I "i ~ 4.~,~~, _ 4 6u CTS:. a a: TYP. Plc,~TE. P.I^-.TEF~IAL T~ BE BY NORTH NP.EEFU~AI l GREEN t~R ~PFF'QVEl1 EQUAL ( n ~ z z z I M 1¦~M ~ m - ~ PRECAST RIP RAP I?ESI~PI CHART. SECTION 8 B TOP COVER PLAN ART ~ ~ K3 0 corvc. JF TFE f i BOX' 1O YR. FLc,~~,r~J AP PIPE. al RiPR~~,F D~,i1 C~3n~;, F~P'Fi~ll F~~PFC,Pd DC•'~~dII~TFEF~~ful ~ ~Ti Dan a;c ~ P F~',~~I` STD. MANHOLE & RING COVER OUTLET a, ELuCIT~t THIC CL"~t~ THIGKI~~IE`~~~ LEI~]GTH `~'',IC~Thi ~~PRC~f~I v"JIC~Tf-I +In, ern: ift, t$} ft ~ ~ O REINFORCED CONCRETE {ink ,~,s;, ,iil, ~in~ j TOP OF BOX #4 ~ 6 CTS. LID 3,000 PSI' 6 -O S . ( Q SEE PLAN FES 1 2 11.CN B 'i ( Ic,.~,~ I: IC, BEFORE YOU DIG EL,=405.,833 >m a • EL.=404.83 SOLID . ' STORN9 DRRINA~E CHART HP~RT BRICK Iv1AS0r`lRY ~ ~ ° ~ z _ . . TYP. ~ ~ ~ STF,I~I TUFC ` AREA. t-L,, r PIPE ~~T~ _ I ~~~:r~~l'~ L i CALL 1-800-632-4949 N~C~ ONE-CALL CENTER r o ~ I 5l rr? ' 1 ~ ~0 h~U I PIPE ' PPS ~F'C?~~EC~ , , a, TAT.=L Q 1O SLCIPE F~ I~L SED Fll L FC~~~+~1 (UP ~=~TPE4tv~~ iC r '~~d TF'-.=I`.1i ~Ur ~T E~~('~~'',1 Q d ao b' FULL LENGTH ~ T IT'S THE LAW a ~ ® o 0 B a, B' FRQh~ Tt~ ' ~ ~L INTEf 1`fTY Fi ii ..;f=F ~ fAL) L~ .?I-E 1~ { 6JLET~ ~~fs~ (ft.lfit.~ (ft:~~, Lr , EI {fpsl tirt ITS (feet) PIPE TYPE. I(J`,~j'T lift`.) ~i N M e c~c1 ,Ill '~~l'i.! irF. S,I :III 1 ~II'~,,~ a ~ YI-13 ~&12 , i):~ u.~~,_ 7'=:' O.S1 u.31 0,4~4Q ~ 3 12 4: 4 ~ 12 HDPE 427:2 427.13 429.25 w: 0 0 ;M 0 Y J PRECAST 1 TE P RAR - ~ ~ ~ ~ - ~ - 5: s, ~ ti.' GONG. ~s~-1z ~s-11 ~ i, ~ ~i r~ T::~~ - ~ - ~.o1oa ~z a _ ~ x 24 x1 ~ GALV. STEEL WIRE 4 a 212 HQPE 42,.95 424.u4 430.9(L ~ MESH HARDWARE CLOTH'. .BOX ~ l a ~ FOR SEDIMENT CONTROL ~ .............~.............i........................ _ 6 i . UT1Lf1' INSTALLATIONS AND OTHER PUBLIC FACIUTIESa a ~ O ~:B-10 CB-f' ~ ' i , l _ ~ 1:.'i_! I ~":i ~,01~i~ 1C • (TYP'.~ a l l 2a~ HOPE a~~,ai~ ~la.~o ~3~.~~2 INCLUDING SIQEWALKS AND I-~NDICAP RAMPS ARE Tq ~ 18 ~ RCP OUTLET PIPE ' ~i---- i ~ ' BE CONSTRUCTED ON :ALL STREET5 AS SPECIFIED BY ~ ~ THE CITY CODE. THESE FACILITIES HAVE BEEN ~ ° v PROPOSED GRADE a' TO MANHOLE YI-9 [3h~IH-5 T ~ 0 ~ ~ I ~ x.0011 ~=l ~ _ : _ 453 Hf3PE 4z3.~o 4z3.~o 4z~.~o APPROVED BY THE GIlY OF RALEIGH AND SHALL BE ~ w xr INSIDE POND c I W DIVERTER r :.I ~ l -I SO INSTALLED UNLESS A CHANGE IS AUTHORIZED ~ a = ~ . ~I WEIR I' , `I , ! BY WRITTEN APPROVAL. PUBLIC SANffARY :SEWER C~ ,f - , C~-Q C&7 ~_s is - ;.i {D,G10Q 1C~ . I~ - a - 11,~-~ 104 HC3PE 430.90 429.86 434.90 EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL y I - ~ 1 ~ I ~ . . T i J ~8-7 CEt-6 1.;36 O.. 1 --4 6.46 Q.01oi 16.6 18 6"~ ORIFICE INV IN=400.00. - ACCEPTANCE ~ ~ - INV OUT=399.80 I~ u 11,a~~ 2~1 HoPE az9.7~ 4z7.1~ 430.5a SIGNATURE: r' ELEVATION INV IN-.400.00. SECTION A-A ~a D~H-~ ~ ~ - : _ o:: ~ ' o:o~?~ ~ ~s - 7,8 11 X94 HOPE 427,0 422.00 437.22 TRANSPORTATION SERVICES ~ 120 HDPE 419,7Q 4'14.50 =tz9.40 z ~ I'"11"T~""'AITI1""1i?I !'?1 III ~""T t~Tl~l I~'1T1 II"5f••' vG~ ~I-~ a; ~ ~ ~d ~ a~EFa ~ „ ~a l ~ ~ ~;_i a~0.~z,~ a~~_~o ~~~_0o PUBLIC UTILITIES ~ UL 4 I LIV 1 IUN UU I LL I 31 RUU 1 URL n C-2.1 YW YI-2 0.45 r3 7.22 9.72 2 17."1 0,0120 21.0 24 7.9 7.9 150 HDPE 408.80 407.00 412.00 CONSERVATION ENGINEER NOTE; THE SOLID BRICK MASONRY SHALL BE EPOXIED TO U.S. YI-2 FMS-1 934 7.22 t~:-!_ ) s_ , 0,i}2,~ 18.9 4 11.0 11.o 252 HQPE 406.9 401 .on 410.50 FIRST ASSEMBLY OF GOD THE PRECAST BOX AND THE PRECAST UD TO CREATE PLANNING JOB NUMBER: 20817 A POSITIVE CONNECTION. Note 1 For Cat ii E<~~ ins tl!e -1eni~_r~ is at the Top of Curb; :r i j! _1 1 n!ets the el . ~i is Ii_ tI ia top of ~i~i- for Junctic7 ~X = the ele atian is at the T svati~. n ic- it the Tap of Stir -Iture and for F' ~c' Ern! ~_-Cti . i ~s the el-• jtian is at the In rit. ,i I - \ 'u~ / r ' ' / , ~ ~ ~ ~ ~ 'r l~ ~ ~ III I I I f - _i ~ , ~ ~ + ~ rJ ~ ~ ~ ~ i WHITE GLENN',li, & JOYCE D. r' ~ i' NSF w ~ ~ ~ P .738 ~ ST. PAULS ~GWRISTIAN i;HURCH " , ~ j I ~ DBE 1559, G ~ ~ / ~ ~ \ ~ I I I III I I 1 ` J ; I II I _ n`~~I,nulglll//'~ 533' 12 56.25 E ~2~:99 Q q ~ -i 1 ~ ~ PfN 0785-95-0979 ~ ~ ~ PIN~0785=95-4629 _ ~l N ' -4629 _ ` _ .--1 1 I ~ I I ~ ( I ``.`~Ot~~`, ~p~1 i ~ ~ ~ p ` ~ T't' oNE: R-~ ~ NEW BRICK JUNC110N BOX ZONE: R=4-~, ! ~ p " , Z !SECONDARY TREE ~ f r CHURCH ANDERSO , ROB~kT~ 1.1. ~ ~ s ' ~ N55' S1 .30.90E 545.64 TYPE USE: S1NGI_E FAMILY ,i ~ i J NCDOT STD. N0. 840-32 TYPE USE HURCI~ r. , ~ ; / SECONDARY TREE ~ ~ I ~ j ~ ? ' J`'' r ~ . - CONSERVATION AREA TYP _ • ' 18 PG,215fl ti I ~ ) 1MTH MANHOLE RiNG AND COVER I I ~ -0B. 92 vo I ~ ~ I CONSERVAI)ON AREA (TYP) ~ I J. , I p~ , - PIN~6785-86=825, I = ~ ~ ZONE: R-4 1' ~ 4: I I~ o ..BUILDING SETBACK- ~~ro , _ _ - /Yi'E,~USF: SINGLE ~A,~,~L`t - - - _ - JB - - Y ' F'T~`fa. ~ G ' . r n r I 1 1 f, ~h e _ _ - 3 3ii0'-- ;~dt16 - - 3H0 ~ ~ ~ ~ ~ ~ ~ ~ N70 17 01.99E 422.99 j , ~ EX CB _ _ _ - 3HO - _ 3 0 - - - _ _ _ _ _ _ _ ~ _ _ _ _ . _ _ _ ~ J 1 ~ ,-~L - - 3N ~ 3H0 . s _.a~~ - ` ~ 3H0 ~ 3H0 - - 3N0 - - - - 3H0- - 3H0 - - ~~e - " , 3H0 l ~ ~ ~ = _ ..r ~ ti _ _ „ ~ „ = EXISTiNG STORM - - 3H0 - ~3H0 - '~`9H0 3H0 - - - 3H0 - 3H0 31~9.i-.L 3H0 - 3H0 ~ 3N0' / ~ I4 ( I Qp~Nl~~l ll~~``````` + ' ~ C ` i I ) s ~ DRAINAGE - - - - - 1 N33' 48 07.66 W 545.64 I , - ~ ~u - - ~o / ~ ~ J ~I ~ r J--------------- . ~ _ - ==f II _ -m~ 30';' . i~^S' III i_ ~ e r - - ~ ~,41~.0~'~- 6.73' r--~ ' N ~ \ LEVEL SPREADER ~ i ; _ ._r- _ ~ ( ~ c~ ~ c~ I~~T~I~l~TT7~-`(;_~TT7~~-, II Ir~(~1 I®>'T-;~`~~-I-1~TT/~~l h~T-~' BUILOING~ ,I W ~ o I I III ' 41 , 1 ~ III SETBACK ~ 1 I I~ I I - ~ W N ~ N \ C .1 _ F-- ~ ` , ' EXISTING CONCRETE Y ~ X28. J7 - - o ~ ~ II I~ _ ~ , , ~ i\ ~ ~ ~ ~ III I_- ~ I I -L... L Q~ z I. -I ~ SIDEWALK I / ~ J ~ L.., I. I I V I I I I I\ I I I I:~ I I 1111 I I I I I I I_ I I I I /I ~ I Q z v~ o JF , i I I- I ~n 11 I~ _ ~ I ~ _ m e a 1 ~ N M I ~ -.-I - -1 I I ~ ~ ~ ~ ~ I fj ~ + I ~ ~j ~ I fl ~ z ( w ~ - - d , i l , N l I f0 , ~ M1 t0 M d• I Q I, ~ ! ~ ~ ~ ~ ( 89e MAX. ~ N - , ~ ~ / _ _ 'III 81' ' ( Ir 1) \ I~ I~ II ~I / ~ ~ ; I( II ~ L_ JII I I +I~ I i i Q ~ ¢ a~ ~ I 1 \,I) ~ I ,~I ; II(~51r I;' I III ~ ¢ : w ~ o u ~ W ~ ~ Q • _ _ . ~ ~I~I(-~~i~l 1~T'~;~I ~~f~~l J~Jj~~.,-_._ ~I I~ ~T l I_~i 1®-I-~ , SII I_ ICI I I ~Illol i W F NFU ~ _ - Is _ ~IQ I- - - , . ~ FES ~ I I ~ ~ I I I ~ ~ INV OUT: 390.00 ~ E-- t ~ ( o ~ _I ~I - ~ _ Il.~ 1 - ' J 1 / f i I ~W dam' ~ ~ ~ w o, ~ ! !JJ ~ I~~I~ II II II II 111 11 I - ~I I I~ I I` I~ a ~ ~ ~ a ~ , ~ ~ o ~ - I o , , ; , z~ _ \ I_ ~8 ~ ~ II L III ~ dod 48 LF 12 0 RCP ®2.0% SLOPE 4 ~ ~ ~ ~ - aw i r n n p i- ~ f 5 / I - -1 ° ~ ~ I I JUNC110N MANHOLE BOX ~ ~ ( ~ - ; I ~ WEIR I- ~ ~ ~ ~ ~ WiTH DIVERTER ~ -I ~ ~ ~ ~ 1 IoYR~ vELOCIn 4.81 FP ~ o i , I ~ L I ~ I ~ ~ ID ~ - --1 ~ ~ ~I T I -T 1-l I I I I L L I~ ~ I I I I i I 1 I I I I I ~c ~ ~ I I I I I I~ I I I I _I 1 1 1 1 I I i Ij ~~5 / ~~=~1 I I li III'd I I ` ~ ~~•N f i , ; I~~ ~ I ~ EXISTING.. I i :RIP RAP CLASS: B ~ I ~ Ss ~I~ s ~ I I D50: 8., DMAX: 12 I ' ! 42 LF 18 ~ RCP ~ 5.57% SLOPE ; - BUILDING - ,_I~ 1.1~J: ~ e~_ ~ ~ :)=1:-~ ~_~I _ I;J - - APRON THICKNESS. 18 \ ` • r I II , ; t I \ , -~~Ii;.;_~J~ ~I ~I~I~L~.L`L~111 JI lj L~ III h.~1~s ~_I~I~~Ll~.J 1=L~-1~I~ ~9I~ ~ ; 'j I~ t I I ~ ~ a - ~ ~ - GRADE ~TO _ I LENGTHt 12' WIDTH 6' ~ ~ ~ I ~ - _ , s • ti BYPASS OUTLET PIPE ~ I ( I o • ~ O ~ - I si DRAIN lYP _ _ - - I ~ II ~ I . 6'. 103 LF _24 0 RCP ` d t _ - - I- - ~ I ~ ~ 1,34_-_ - - - - - _ - i ~ 5.3~ SLOPE , ~ r i ~ - 4 ,i ~ - - - ~ o ~ C J i 8-12 11 - I -fi= ~r II°II ~ / - . • ,V , ~ ~ I { so i YI 13 - 1 S ~ 6 SO. CONCRETE I- ~ + tt~ ` S o in ~ I a I ~ I 1 ; k3v,33'a o o o RISER I ~ ~ ~ ~ ~ ~ _ ~ ~ ~ ~I I I I - l ~ ~ I i ~ ~ ~ ~ I F ~ DRY POND I- ~ I -_R-, - ~ -i i j ~ ~~m - - ~ ~ - I ~ ~ ~ - ss ss ' ~ - I ~rE 4,3o.3r, , ' ss ss ss ~s ss ss~ ss _ ~ -7-- 1 ~1 - I I = ~ - ~ L PRIMARY TREE bra , A ~ : ~ i -,j ~ _ ~ ~ l I ~ i ~ ~ ~ I- - II ~ ` ~ o 0 ? s I ~ 1 i CONSERVATION ~ ~ ` ~~I ~u III ~ ~ I _ ! L~'~ ~'IjpII II w ~ FES-1 I - - ~ ~ I ~ I ~ AREA. ~ I~ , ,;y ~ ~ ( ~ I , I I C~ . ~~i ~ III IhTTTT-T-~~T I' I-I-~f TTTTT77 ~ ~ ,i ~ 1~ I i ~ Q to. ~ ~ I ~ .,C. ~ .y ~ ~ _ p ~ ~ ~ I ~ ~ ~ ~ , I~~I~ I I I I I I I I I I I I I I I I`i I ` `I I Lj ~ O 'N ~ _ ~ ~ _ _ ~ ~ ~ ~ ~ ems.. ~ i a I ~ \ ~ l ~ - ~ - ~ , •I-_ ~I~ ' ~ ~ II I III ~ o ~ W ~ ~ ~ ~6' ~ w i I ~ I- - L _ A I ~ , ~ \ ~ A~ v l ( ~ r.. I ~ Q,,, I- ~ ~ N ~ " 545.64' - - - - - ~ ~ ~ 6 55.98E - ~ . S34 1 ~ . ~ ~ \F t , ~ EXISTING I ~ . , ~ - , t - ~ , ~ ~ BUILDING .433•.. ~-I_ I ~ ~~~II ~ • _ _:I~ I ~ iil ~ ~ ~ I ( ~ Q ~ ~ U ~ I_ ~ I~ 4-- -E--E -1- I-- -I- -I--~--{1-11 II I , ~ i ~ ~ ~ z N/F - ~ S I \ ~ ` ~ PROPOSED DRIVE ~ ~ . ~ 1 1. C ~ ~ ~ ~ \ MOUNT OLIVET BAPTIST CHUB H ~1' , . ~ ~ ~ WAY ~ .1..: X11 II II 1 l II II -1~ ' o' jIl ~ I ~ ~ W, ~ . -v D6~ 4085,FG,596 ~ . ~ \ \ I \ ~ ~ ~ I- ~ ~ +f fE •~3~,'r5 I ~ ~P ~ ~ WALK ~ ` , -86--2301 ,f ~ ~ , ~ EX. SIDE , _ , PiN~0785 s V'~~. ~~i~ ~ ~ , ~ 1 ~ ~ ( ~ ~ - - - - , _ _l, ~ ~ _ _ ZONE R-4 / I f~ I V A~ n r f , V ~ ~ ~ / t it ` I I~ ~ ( p I ~ A ~ ~ I ,n< I- - 433.2T -F ~ - p 4 i ~ Ij~ III ; ~ Q UMIT OF PROPOSED ASHALT 15'X20'-TRANSIT EASEMENTS ~ ~ ~ ~ I'I II ~ > ~I, o. ~ ~ ~ _ ~ . , I ~ I ~ ~ s~ A ~ _ ~ ~ . ,t li u . -1N ~ w I o Q m W J If ~ ,U ~ o ~ ~ _1 III I ~ ~ ~ i ~ ~ - v ; 81 L I ~F - , ~ A ~ v ~ I ; , 55 ' 111.1 I j ~ Q h _ _ - _ _ ~ _ ` ~0 1 g 5S S SS _ q, I I I .rl.. ~ 434° 2 , , I ~ I ~ N ~ ~ ~ r 1I i I 'V , ss F ~ A ~ z .RELOCATED PLAY 4,' ~ / ~ I ~ ~ ~ ii , ~ , ~ ~ - 434 _ I - - ~ I T~~ „ n~ ~ 0 ~Qt? / ' /i I {pl II I W (i q ~ ~ 9tTp .GROUND AREA 3 _ - _ 4~ F r . o ; , .EXISTING ELEIRI METER ~ ~ i ~ _ _ _ ,paE 6 ~ pl` I I~ - \ ~ ` ~ - ~ ~I Ij, a 4 II TO RELOCATED/ADJUSTED.,. _ ' ~ 433,. ~ ~ ( - - - _ _ _ , _ PER PROPOSED GRADING y~~ IIi~ I ~ t t 1 ~ ~ I~ ~ ~ ~ j I I I i 435. _ _ _ . ` I I ` CB 10 ~ ~ of ~ 1~ i I , i ~ , I , . , _ , ~.1. ~ J , ~ ~ ; / ~ ~ ~ ~ , ..PROPOSED STAIR ~ ` \ _ STANDARD CITY OF; ij 1+ ~ sc - ' - ~ I 1 , ' , ;~,WI11.1 RAILING ~;P , v\ ~ ~lr` ~ ' ~ RALEIGH YI TYP A . c \ ~ ..;....,STANDARD CITY OF RALEIGH CB (TYP) RS CB-8 I 1 i ° ( I I ~ • { ~ ) ~ r ~ ~y ~ \ ~ l~ ~ ' ePO°~6 ~r ~ \ ~ , - _ , , 4 o t PROPOSED l h i i~ I I I~ + PROPOSED RETAINING WALL IB ~ ~ °~,°eoy, ~Q, . a' ~ ' ~ ~ ~ ~ ,BUILDING . ~ .y: t PROP r \ i t ~ e- Q ~ - DRAINAGE ~ - / . , ~ I ~~;~^y ~y / . \ ~ , ~ ; v - ~ j DRAINAGE EXISTiNI EXISTING TRANSFORMER TO ~i _ _ - - J ~ ° ~ i r ~ ` ~ °1 ~~5~ r ~?h,, r C '~M ~ ~ SWALE-1 ~ ~ ~ \ a ~ - 1 a / I oe'~ o PG. h P~ ~'o ti Si ~ `,v ~ ~ ` SWALE-3 REMAIN REMAIN \ , ` ~ ~ j + ° /i / I tiy~~ ~ 5~e y ~ e r`' ~ gyp' v~ ~ A - 't +1 I E P. ~ ° ~ M y ~ 5 F ~ -'9 C2,1 ~ ~ 5 ~ I ~ ~ ~ ~ I~ / ~-;v ~ -~~.,,y~,.~/ ~r Y) Ni- "f%S ~q~\''~; v -.A~~.. A~~~ A~. ~ - t' C2.1 j~, , Uc~~ ~ Z _ , `S~ . r ,,yoy . o a o~ a >S 0 PROPOSEO ~ \ ` ` - ' i i ' ~ _ , _ 1 1 I 1 PROPOSED ~ ~ I h~l JI ~ ~ p.°'~ \ ` ~e oe`o0' ~°^o~, i r ~PC,° y6 P~` ss ~'iT \ RETAINING WALL \ ~ ~ ~ ~ ~ I _ ~ PARKING LOT ~ ~ I N 11 1= 1 o 1 / r P Q~~ tiy~. a~Q yy " 7 '~,p n ~ J- ~ l', YI-3 ~ ~ \ ~ t ~ I , . / ~ I I II ~ I~° I ~ ~ ~ Q ' ~ Iki . _ I ~ it I 11 I I , ~ ° ~ . f ~ 4~ 0 . ~ ~ 5. 'y \ ~ ~ ~ - - •I 1 ~.-~~r . ' e ~ I ~ A ~ (~s I c~~ T ~ Y ~ e, ; ~ 6 , ~ PROPOSEb RETAINING...., , ~ ~ 20 _ , ii t / ~ ~ ~ , ~ y ~ v ~ ,P , y ~ ~ 1 ~ o ~ ~ ~ oWALL Wi11i .RAILING ~ ~ ~y ~ ~ ~I,~1 8G' IoII~ o _ a rr~ _ ~ ~ ~ r ' oy , ~Q rq~ Sip i ~ ~ ~ ~ \ . \ ~ , - _ _ w~ 3 I,~~ 1 EXISTING WELL TO I B 7 I. B/W I( ~ 4 3 p y ~ ~tiv~. ~~~V ~8 a 0' ,0 ~ 0 '7 0 Q' A A..l ~ ~ r ,~8 I BE PROlEC1ED ~ ~I y, • I, ( I 53r I I ~ ~ 3 ~ i i ~ I' \ ~ o DURING ~ - '09 ' I B-B ~ I f, o , Z CONSTRUCTION ,~.°a ~ M i 1- I z ~ I - ~ ;SEE SHEET C4.1 °J Z z / r~ ~~ti~ o•ey ~e v ~ ~ + ~ a a y . a ~ ° ~ \ A V . ~ ~ {j I - I ~ FOR-BLUE RIDGE I ~j z _ + ~ j r ~ o,ry o e, ~a°~ yy i ~ e, ~ ~ \,ie , DMH-5 ~ . ~ ~ ~ ~ ~ ~ ' ROAD>~iDENING I ~ I _ 0~0 / \ I r ~ei0yy~ ~o~. a ya PROPOSED SANITARY ~ s \ i\ ~ \ . YI-4 ~ ~''•:.t•, 428 ~ , ~ o ~ ~ i ~ j ~ I PLANS o MCI r- m v 9 ~ ~ r ~ ~ a ~ ~ ~ r~ y SEWER DOG s I ~ I' ~~i I IoII I~ ~ o ~ _ ~ 14111 ~ aoN / ~ - e, P ~ , HOUSE MANHOLE \ ~ ~ • 4 \ Q~ ~e~~~ o~~~\~a ~ ~yh r \ \ _ _ o` f ce s a I~ I I - I ~ N SEE STORM DRAINAGE CHART ON ~ , ( - _ 1 I I ~ L, (I ` ¢ ~ ~ H i ' -SHEET C2.1 FOR STRUCTURE AND L _ ~ 1 PROPOSED I ~ m . 5 CONCRETE SIDEWALK ~ o _ ~ PIPE INFORMATION / ~ I > ~ C5,; STANDARD CITY OF RALEIGH i \ ~ 1 ~ ~ o 0 I CONSERVATION ENGINEERING NOTES GENERAL NOTES ' - ~ ss ~ ~ \ STORM SEWER MANHOLE TYP ~ I' DRAINAGE 5 _ + r ~ I \ \ ' ~ ` ~ ~ r ~ o \ \ \ ~ 1. THE PROPERTY MAY BE AFFECTT:[) BY THE NEUSE RNER NUTRIENT SENSfi1VE 1. EXISTING CONDfiIONS AND TOPOGRAPHICAL SURVEY PROVIDED BY. NKEN & \ ~ ~ ' _ _ ` SWALE-2 ' x • ~ I ° ~ o _ 1 \ PROPOSED ,GRAVEL FIRE ACCESS ROAD' WATERS MANAGEMENT. STRATEGY RULES. THIS; COULD REQUIRE THE YELLS ASSOCIATES, PA, SURVEY TffLED FIRST ASSEMBLY CHURCH ~ ss - - ~ ~ ~ , _ I , PROPOSED DUM_PS1ER AREA_ , _f_ ^ _ 1 ~ TIE INTO EXISTING : ( PRESERVATION OF RIPARIAN BUFFERS ALONG WATERCOURSES ON THE TOPOGRAPHICAL SURVEY . SURVEY PROVIDED BY ELEC ONIC FILE / ~ , ~ - - _ - - 1 PROPERTY. THESE RULES ARE ENFORCED . BY THE NORTH CAROLINA 1~ , - - ~ ~ I - _ ~ ~ STORM DRAINAGE I ( - ~ _ ENVIRONMENT MANAGEMENT COMMISSION. FOR FURTHER INFORMATION CONTACT 2. NO PORTION OF THE PROPERLY SHOWN HEREON LIES WffHIN THE BOUNDARIES ~ , HE - OFIH ~ p `-THE DM510N OF WATER QUALITY'AT 791-4200; 00 _v:_ OF A FE.M.A. MAPPED FL D HAZARD AREA, PER F.E.MA. F.LR.M. No. / \ ss ~0 - _ . ~ i ~ ~ I~~, I~ 004 3720078500 J DATED 5 D2 2006. i _r. ` . , . ~ i EP ED BY THE US / / 2. A REVIEW OF THE NATIONAL WETLANDS INVENTORY MAPS PR AR _ r ~ - FISH AND [yIIDLIFE SERVICE HAS SHOWN TiiAT YOUR. PROPERTY MAY BE 3, ALL CONSTRUCTION SHAM BE IN ACCORDANCE W(iH CffY OF RALEIGH AND OR ` ° _ f ~ ' ~ -CONTAIN WETLANDS. FlWNG AND OTHER :CONSTRUCTION ON DESIGNATED ~ ' WETLANDS IS REGULATED BY THE US ARMY--CORPS OF ENGINEERS. ONLY A NCDOT STANDARDS AND SPECIFlCATIONS. t1ElD INSPEC110N 8Y CORPS PERSONAL CAN DETERMINE IF WETLANDS ACTUALLY 4. THE SILT FENCING SHALL BE MAINTAINED ON THE SiTE UNill ALL STfE WORK IS ~ n ~ ~ ~ HIV I P, I, u~ I I~h l e i 1~ L EXIST ON YOUR PROPERTY THE CfTY OF RALEIGH_WILL ISSUE NO Ft00D COMPLETED AND THE FlNAL SfTE INSPECTION PRIOR TO THE CERIIFlCATE OF PERMITS UNTIL THIS DEtERMINATTON HAS BEEN MADE AND THE APPROPRIATE OCCUPANCY IS SCHEDULED. THE FENCING SHALL BE REMOVED PRIOR TO FlNAL 1. PERSON TO CONTACT SHOULD SEDIMENT CONTROL ISSUES ARISE DURING w~ W~ & PERMff HAS BEEN ISSUED. BY THE CORPS OF ENGINEERS: FOR FlELD SffE INSPECTION TOR THE CERTiFlCATE OF OCCUPANCY, LAND-DISTURBING ACTMTY. ~ wl ~ ~I INSPECTIONS CONTACi THE US ARMY CORPS OF ENGINEERS AT 876-6441, -----A~ PROPERTY LINE HOULD BE NAME: TELEPHONE: AMY QUESiIONS ON CffY OF RALEIGH LAND DISTURBING PERMITS S 5. GENERAL CONTRACTOR SNAIL VERIFY LOCATION OF ALL EXISTING UT1LmES IN RIGHT OF WAY a l o: I DIRECTED TO 1HE CONSERVATION ENGINEERS AT 516-2155. ADVANCE OF CONSTRUCTION AND MAKE ANY OBSERVATIONS THAT AFFECT 2. PERSON S FIRM S FINANCIALLY RESPONSIBLE FOR THIS LAND- UTILITY INSTALLATIONS AND OTHER PUBLIC FACILIT1ES, Z, ~ o ~ I CONSTRUCTION KNOWN TO THE ENGINEER. DISTURBING ACIMTY. EXISTING TREE LINE INCLUDING SIDEWALKS AND. HANDICAP RAMPS ARE. TO ~ N ~ ~ N ~ I n~~',-~'`wv,. PROPOSED TREE LiNE 6. GENERAL CONTRACTOR SNAIL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR _ BE .CONSTRUCTED ON ALL STREETS AS SPECIFIED, BY a. Z o I o TO CONSTRUCTION. NAME OF PERSON (S) FlRM {S) CHAIN-LINK FENCE THE CITY CODE. THESE FACILITIES HAVE BEEN ; 0°'0' SANITERY SEWER CLEANOUT 7. ALL EXCAVATIONS SHALL BE PERFORMED IN STRICT ACCORDANCE WfTH OSHA MAILING ADDRESS STREET ADDRESS APPROVED _BY THE CITY OF RALEIGH AND SHALL BE ~ 5 a' a ~ ANOUT S4 INSTALLED UNLESS A CHANGE. IS AUTHORIZED ® ~ a a GUIDELINES (20CFR 1926, SUBPART P, EXCAVAl10NS) AND OTHER LOCAL ~ LIGHT BY WRITTEN APPRQVAL PUBLIC SANITARY SEWER a JURISDICTIONAL CODES. CITI' STATE ZIP CfiY STATE ZIP UTILITY POLE EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL ~ ~ ~ BEFORE YOU DLG 8. ALL CONTRACTORS SHALL KEEP ALL STREETS CLEAN OF MUD AND OTHE ACCEPTANCE. a F- ' R 3. APPOINTED AGENT TO RECENE ANY NO11CE PROCESS OR PLEADING ~ CURB INLET DEBRIS AT AIL T1MES• IN ANY ACTION OF LEGAL PROCEEDING. ISING 0 OF ANY MA S YARD INLET AR UT TiER ? SIGNATURE:.. , 9. TEMPORARY CONSTRUCTION ENTRANCE STONE SHALL BE PROVIDED RELATING TO RALE1GH CITY CODE CHAPTER 5 PART 10. m ~ THE `0' FIRE HYDRANT OWNER AND INSTALLED BY THE CONTRACTOR. TRANSPORTATION SERVICES STORM SEWER PIPING „ , NAME OF INDMDUAL SIGNATURE OF AGENT CALL 1-8~~-b'32-4949 10. CLASS B STORM DRAINAGE STONE SHALL BE PROVIDED BY THE OWNER AND „ vvf v v1 nnnnncrn cnnr ci rn,nTin~i JG~nrinei nl lol In 11Th rrlrn ~ iii wr+ v N ~ 0 40 80 120 rvouv vnuncO N.G. ONE-CALL CENTER INSTALLED BY THE CONTRACTOR. n~ n.AAl < PLACE OF BUSINESS INSIDE CITY BUSINESS TELEPHONE -TP 1p TREE PROTECTION FENCE 11. CONTRACTOR SHALL CONTACT NC ONE CAL. BEFORE ANY DIGGING OCCURS AT OF RALEIGH ENCE CONSERVATION ENGINEER ITS THE LAW 1-800-632-4949. SOIL $ORINGS ADDRESS FIRST ASSEMBLY OF GOO SCALE HORIZONTAL 1" = 40' PLANNING JOB NUMBER: 20817