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Home My WebLink About20040666 Ver 1_COMPLETE FILE_20040427 Michael F, Easley, Governor William G. Ross Jr., Secretary North Carolina Dep~! ofEn~.ronment and Natural Resources Alan Klimek, P,E., Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality May 26, 2004 DWQ # 04-0666 Wake County CERTIFIED MAIL - RETURN RECEIPT REQUESTED Hephzibah Baptist Church, Inc. 1794 Wendell Boulevard Wendell, NC 27591 u __u_ On April 27 , 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to fill wetlands or waters for the purpose of constructing a parking lot street connector in Wake County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500. 1. Please provide a better justification for crossing. Why is this crossing needed when you already have an existing access road and/or planned road to SR 23Q6? 2. Stormwater management will be needed since the site is in a buffered basin. 3. Please provide a plan showing, which development exiSts and what is proposed? Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919) 733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn. Sincerely, JRD/bs cc: Raleigh DWQ Regional Office Raleigh Corps of Engineers Central Files File Copy Steven Sanderson, Sanderson Engineering, Post Office Box 2016, Wendell, NC 27591 N, C, Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state,nc,us/ncwetlands) Customer Service #: 1-877-623-6748 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P. E. Director Coleen H. Sullins, Deputy Director Division of Water Quality July 15, 2004 DWQ Project # 04-0666 Wake County Page 1 of 3 Hephzibah Baptist Church, Inc. 1794 Wendell Blvd. Wendell, NC 27591 Subject Property: Parking Lot Street Connector, Hephzibah Baptist Church, Wendell, NC UT to Buffalo Creek [03-04-06, 27-57-17, C NSW] Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions To Whom It May Concern: You have our approval, in accordance with the attached c6nditions and those listed below, to place fill within or otherwise impact 0.025 acres of wetland~, 110 feet of streams and 11,000 square feet (ft2) of protected riparian buffers for the purpose of installing a road at the subject property, as described within your application dated April 23, 2004 and received by the N.C. Division of Water Quality (DWQ) on April 27, 2004 including additional information received on June 2, 2004 and June 8, 2004. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control and Non- discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 Permit. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Additional Conditions of the Certification are: N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o,enr.state,nc.us/ncwetlands) Hephzibah Baptist Church / DWQ Project No. 04-0666 Page 2 of3 July 15,2004 1. Impacts Approved - The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: Amount Approved Plan Location or Reference (Units) Stream 110 (feet) access road/drive Wetlands 0.025 access road/drive Buffers 11,000 (square ft.) access road/drive 2. Erosion & Sediment Control Practices - Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, ''Or exceed, the requirements specified \ in the most recent version of the North Carolina, Sediment and Erosion Control \ Manual. The devices shall be maintained on all tonstruction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. 3. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-Construction Notification. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 4. No Sediment & Erosion Control Measures win Wetlands or Waters - Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 5. Certificate of Completion - Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed " Hephzibah Baptist Church I DWQ Project No. 04-0666 Page 3 of3 July 15,2004 impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon expiration of the 404 Permit. If you do not accept any of the conditions of this Certification (associated with the approved ._ wetland or stream impacts), you may ask for an 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 Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726. \ \, Sincerely, ~ Jl/Alan W. Klimek, P.E. A WK/bz Enclosures: GC 3404 Certificate of Completion cc: Steven Sanderson, Sanderson Engineering, P.O. Box 2016, Wendell, NC 27591 USACE Raleigh Regulatory Field Office DWQ Raleigh Regional Office DLR Raleigh Regional Office File Copy , Central Files Filename: 040666 SENDING CONFIRMATION DATE NAME TEL JUL-15-2004 THU 08: 10 DWQ-WETLANDS 9197336893 PHONE PAGES START TIME ELAPSED TIME MODE RESULTS 93662017 3/3 JUL-15 08: 07 01'52" ECM OK FIRST PAGE OF RECENT DOCUMENT TRANSMITTED... O~\IIIA;.!:',c;> I lW~ 0. 1 I Post-~ Fax Notlil 7671 D~. .,\5<,>...I"~. 3 1\) Sk"...... S- dA~-. ....m !!lob ~-.\:.: Co./Ilool. ~-.o_ b.., c~ t>.>G1 PhoM' ...... ~~'--'l~ """ 3,",,-~,.. ~. ,.. ~el F. 8M:1ey, ~vemOJ fillililm G_ Ross Jr., Se-orewy ment and Natural R8I;CUTC9& Ian W. Klimek, P. E. D1~or "H. SvltlN, Deputy Ctreclor Divbion 01 Watw Quclity July 1~, 2004 DWQ Project # 04-0666 Wakc County Page 1 of3 Hcphzibah Baptist ChUICh, Inc, 1794 Wondelt Blvd, Wendell, NC 27591 Subject Property: Parklng Lot Street Coonector, Hephzibah BBptist Church, Wendell, NC UT to Buffalo C_k (03-(}4-O6, 27..57-17, C NSW] Approwl of 401 Water Quality Certificatioo and Authorization ~rtIfkate per the Neuse River Baffer Protectioo Rules (15A NCAC 2B .0233) with Additional Coudltlo"" To Wl10m It May Concern: You have our approval, in accordance with the attached cQnditions and those listed below. to place fiU ""ithin or otherwise impact 0.025 acres of wetlands, 110 feet of streams and 11,000 square feer (ft') of protected riparian buffers for the purpose, of installing a road at the subject property, as described within your application dated April 23, 2004 and received by the N,C, Division of Warer Quality (DWQ) on April 27, 2004 including additional information received on June 2, 2004 and June 8, 2004, After reviewing your application, we have decided that the Impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404), The C<>rtification(s) allows you to use Nationwide Permit(s) 14 when issued by rhe US Amy Corp, of Engineers (USACE), This letter shall also act as your approved AuthorUation Certificate for impacts to the protected riparian buffers per 15A NCAC 2B ,0233, In addition, you should obtain or otlleJwise comply with any other required federal, Stale Or local pe,nnits before you go ilhcad with your pl'Qject including (but not limited to) Erosion and Sediment,C01)trol and Non- discharge regulations, AI.o, this approval, to proceed "ilb you. propo...d 1mpa<1s or to conduct Impact! to waters as depicted in YOW' application sban expire upon expiration of the 404 Pennit. This approval is for the pwpose and design that you described in your applieatiOll. If you change your project, you must notify us and you may be required to send us a new application. If the propeny is sold, the new owner mugt be given a copy or this Certifica.tion and approval letter and is thereby responsJble for complying with all conditions, If total fills for this project (now or in the future) ex.ceed one acre of wet.land or 150 linear feet of stream, compensatory mitigation may he reqnired as desaihed in I~A NCAC 2H ,0506 (h), This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Addltlonal Conditions of the CerlUlCation are: N. C, otvtslon fA WelQ, Quality, 401 Wlltllindll CertlicatloC"llJntt. 1MO Mall Sg,vlm~ Contl9,. ~ale!gtl. NC 2't699-1650 (MIlil\ng.AddrHa) 2321 Cmbtrt"lt"!: BIYG" ~Ieigt"l, NC2760+:?260 (location) {ij19) 733-17S6 (phone), 919-7'33-8893lfalot). ~ pnr "'MIA nc ,"";1'It"lWPJiaDI&} C~:J1omW' S~rvic~ ,,: 1-877.e23-e74e - ~ 06/08/2004 14:46 9193662017 ..... 0~e <<;L f\~~f1fo~ Sc.,,~,,- ~~tU1Q1\. ,...~ ~ n Engineering, Inc. h; ~ 1-0 ChE!c:k ~ "5~.s' ~ing and Land Planning '1 oL\O~~. ':1:: fV"\~ ~ :OVER SHEET (H.O re., M-f,c. t~~r ,r4r._&...J---'--~' ~ ' ~+ c..l\ ~L \~ ~ ~ A:Jy.A.. \-'AL ('.~~ ;-OrM~~ 'ov..i\ \\ be... cdt r~C --.,', ~ _ 8 - 04 G.cc.-~~~ ~"f.l'""'3hcr (X",.~~ ~ \'t) ~. ~s\<J}A... ,I ~,:c ~'<o~~6t~^ v:>e. ~( 2 ~ "1.- c-e~- SANDERSON ENGINEERIG PAGE 01 TO: Bob Zarzecki COMPANY: NCDEHNR-DWQ FAX NUMBER: (919) 733 - 6893 FROM: Steven S. Sanderson, P. E. REMARKS: Hephzibah Baptist Church DWQ #04-0666 Wake County Original By Mail POST OFFICE BOX 2016 25-C NORTH MAIN STREET WENDELL. NC 27591 $s$Qnderson~netzero.net 919-366~2016 phone 919-366-2017 fox 919-422-8020 mobile 1~26-25047 ~I IO JUN-8-2004 TUE 13:38 TEL: 9197336893 NAME: DWQ-WETLANDS P. 1 05/08/2004 14:45 9193552017 SANDERSON ENGINEERIG PAGE 02 .r ~ Sanderson Engineering, Inc. Engineering and Land Planning June 8, 2004 Mr. John Dorney NCDENR.DWQ 2321 Crabtree Blvd. Raleigh, NC 27604-2260 Subject: Hephzibah Baptist Church, DWQ # 04-0666 Dear Mr. Dorney: This is in response to your second letter dated June 6, 2004 concerning Hephzibah Baptist Church's request for constructing a Parking Lot Street CQIUlector in Wake County. The stormwater runofffrom the new street cormector will flow into the existing stormwater system of the existing parking lot. If I can provide any additional information, please advise. Cordially yours, sss/ cc: Hephzibah Baptist Church POST OFFICE BOX 2016 25-C NORTH MAIN STREET WENbELJ., NC 27591 919-366-2016 phone 919-366-2017 fox 919-422-8020 mobile. ssscmdcr$Onenetzcro.net JUN-8-2004 TUE 13:39 TEL: 9197336893 NAME: DWQ-WETLANDS P. 2 DuJq M=: o~-OCoCo(:, Sanderson Engineering, Inc. Engineering and Land Planning June 8, 2004 Subject: Hephzibah Baptist Church, DWQ # 04-0666 WETLANDS /401 GRoup JUN 0 9 2004 WATER QUALITY SECnON Mr. John Dorney NCDENR-DWQ 2321 Crabtree Blvd. Raleigh, NC 27604-2260 Dear Mr. Dorney: This is in response to your second letter dated June 6, 2004 concerning Hephzibah Baptist Church's request for constructing a Parking Lot Street Connector in Wake County. The stormwater runoff from the new street connector will flow into the existing stormwater system of the existing parking lot. If I can provide any additional information, please advise. Cordially yours, SSS/ cc: Hephzibah Baptist Church POST OFFICE BOX 2016 25-C NORTH MAIN STREET WENDELL, NC 27591 919-366-2016 phone 919-366-2017 fax 919-422-8020 mobile sssanderson@?netzero.net oy WA rl:zy &' Oc;. r'7f: Ji' ::.t t'" > - - -I o ~ Michael F. Easley, Governor William G. Ross Jr" Secretary North Carolina Department of Environment and Natural Resources Alan Klimek, P.E" Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality June 7,2004 DWQ # 04-0666 Wake County CERTIFIED MAIL - RETURN RECEIPT REQUESTED Hephzibah Baptist Church, Inc. 1794 Wendell Boulevard Wendell, NC 27591 _..' ..~",._._- -On.April~2+,,2004-the. Division.of~W.ater -Quality..{DWQ)-.was,.netified.by-receipt"of.-your.,application ,regar,ding.----.. .-... your plan to fill wetlands or waters for the purpose of constructing a parking lot street connector in Wake County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' ,compliance with 15A NCAC 2H .0500. 1. Please indicate the diffuse flow provision measures on the site plan. The buffer rules require stormwater management from the new impervious su1iaces. Please telephone John Dorney at 919-733-9646 if you have any qu~stions or would require copies of our rules or procedural materials. This project will remain on hold as incompletejn accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when this informa~ion is received. If we do not hear from you by writing or by fax at (919) 733-6893 within three (3) weeks we wiil assume you no longer want to pursue the project and will consider it withdrawn. Sincerely, JRD/bs DR. orney-~ 1 Water QUalit&ficatiOn Program cc: Raleigh DWQ Regional Office Raleigh Corps of Engineers Central Files File Copy Steven Sanderson, Sanderson Engineering, Post Office Box 2016, Wendell, NC 27591 N. C. Division of Water Quality, 401 Wetlands Certification Uliit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd" Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state,nc.us/ncwetlands) Customer Service #: 1-877-623-6748 TO Sanderson Engineering, Inc. 25 C North Main Street Post Office Box 2016 Wendell, North Carolina 27591 Phone (919) 366-2016 Fax (919) 366-2017 ~~ .... 1::>0, ..,~ -AJGD&Nf2~']) WCQ [L['iY'iY[OO @[f 'iYOO~~~[}0{]D'iYlT~[L DATE JOB NO, 0 ,06 RE: WE ARE SENDING YOU ~Attached D Under separate cover via D Shop drawings D Prints D Plans D Samples the following items: D Specifications D Copy of letter D Change order D COPIES 7 DATE NO, DESCRIPTION I:' f', f~,"_,,;\, fj!~ IU04 WAFl,:,; ," i,'" ... ; ~~(Jf\' THESE ARE TRANSMITTED as checked ,A For approval D For your use D As requested below: D Approved as submitted D Approved as noted D Returned for corrections D Resubmit_copies for approval D Submit_copies for distribution D Return_corrected prints D For review and comment D D FOR BIDS DUE 19 D PRINTS RETURNED AFTER LOAN TO US REMARKS Sf- ~ eCt^- l", JiulMa,f'ft!Y' I . pmUI'c1.e pi ('tffX<- C-L~'1 q./A/fo,al oaf) c,/, ~ . SIGNED: COpy TO If enclosures are not as noted, kindly notl ....... - . ...... Sanderson Engineering, Inc. Engineering and Land Planning June 1,2004 Mr. John Dorney NCDENR-DWQ 2321 Crabtree Blvd. Raleigh, NC 27604-2260 V~'~-"-I .;.~"'" f*; I . f '1: i-"0'<.f"ll It"\_ ""'1' 1\,<', l" , "')" '~'" ";0.; t- L.~'d1;i)_\.) J l..',~, I ........5'\'t..~~~,~ e ,~ 2004 Subject: Hephzibah Baptist Church, DWQ # 04-0666 WATE~ QUALITY SECTiON Dear Mr. Dorney: This is in response to your letter dated May 26, 2004 requesting additional information to Hephzibah Baptist Church's request for constructing a Parking Lot Street Connector in Wake County. Question 1 The crossing is needed to access SR 2473. The connection to SR 2473 is needed to provide ingress and egress from the property for members who live east of the church. Currently these members enter and leave the property on US 64 Business where it intersects NC 97. As shown on the site plan, this intersection is a maze of islands, ramps, signal lights, and acceleration lanes. This intersection has been the site of numerous accidents with serious injuries and most recently loss of life. As a testament to the dangers of this intersection, although the intersection is not in the city limits of Wendell, the Wendell Commissioners have targeted this intersection as the most dangerous in Wendell and have asked that NCDOT redesign this intersection. The construction of this connector will allow approximately 30% of our membership to exit towards Wendell without entering the intersection of US 64 Business and NC 97. The approach to the US 64 Business and NC 97 intersection from the west is a 4 lane divided uphill grade. This requires drivers leaving the church to determine if an approaching car is in the right lane to go to Wendell or if it is in the left lane to go to Zebulon while looking at the car from the headlights up. The tires of the car and pavement markings cannot be seen until the car crosses SR 2366. Also, the speed limit changes from 55 mph to 45 mph at the western edge of the church property. The cars that pass by the existing driveways are traveling between 60 mph to 50 mph and are beginning to slow down. The intersection of US 64 Business and SR 2473 is approximately 800 feet past the speed limit sign and cars are traveling much slower. The approach to this intersection is on a slight down hill slope and allows drivers leaving the church to see the entire car and know that that the car is in the through lane. The driveway onto SR 2366 does not help the safety of members who live in Wendell at all. Members who live in Eagle Rock, Knightdale, or south and west of the church use the driveway onto SR 2366. The construction of this driveway has allowed for these POST OFFICE BOX 2016 25-C NORTH MAIN STREET WENDELL, NC 27591 919-366-2016 phone 919-366-2017 fax 919-422-8020 mobile sssanderson@?netzero.net - .. .......~.... Sanderson Engineering, Inc. Engineering and Land Planning members to enter and leave the church without having to enter onto US 64 Business and has greatly alleviated traffic congestion at the main entrance to the church, but it in no way helps the members who live east of the church. The construction of the new driveway establishes a traffic pattern that circles the buildings instead of driving between the buildings. As shown on the plan, the existing main entrance goes between the Worship Center and Family Life Center buildings. The connector to SR 2473 provides a traffic pattern that allows all of the members to enter and exit the property without having to use the main entrance between the buildings. This is especially important during evening activities because members including children walk between the buildings for various activities. Accidents have occurred when children have run in front of cars while going between buildings. Question 2 Stormwater management is not required for this ,site. WQC #3404 states, "Additional ~~\ site-specific stormwater management requirements may be added to this Certification at , 1->\} DWQ's discretion on a case by case basis for projects that have or are anticipated to have ~ if... impelVious cover of greater than 30 percent." The existing impervious surface for the ~Q}>'~ church property is 25.8 percent. Upon completion ofthe construction of the connector, (\'^ the impervious surface will be 26.4 percent. The property does not have nor is it \(y ~'~r--~ '" *'~ anticipated to have greater than 30 percent impervious surface; therefore, stormwater '0 management is not required. Question 3 I have attached 7 additional copies of the same plan sent to you on April 27. Everything shown on the plan with a dashed line exists i.e. everything except the new connector. The proposed construction is the solid lines showing the proposed connector. This is standard engineering notation for plan preparation. If I can provide any additional information, please advise. Cordially yours, x Steven S. Sanderson, P. E. SSS/ Attachments Cc: Hephzibah Baptist Church POST OFFICE BOX 2016 25-C NORTH MAIN STREET WENDELL, NC 27591 919-366-2016 phone 919-366-2017 fax 919-422-8020 mobile sssanderson@?netzero.net S' "'< .. Sanderson Engineering, Inc. 25 C North Main Street Post Office Box 2016 Wendell, North Carolina 27591 Phone (919) 366-2016 Fax (919) 366-2017 [L[lJlJ[OO @[F lJOO~~~[N]DlJlJ~[L DATE JOB NO, 02-0 RE: TO N c '"t8H ? ~ I;tJcf) t..., --:-~ ( " o Shop drawings o Copy of letter ~ Attached 0 o Prints o Change order Under separate cover via WE ARE SENDING YOU o Plans o o Samples the following items: o Specifications DATE NO, DESCRIPTION it (t 300 cC> 2004 THESE ARE TRANSMITTED as checked below: Jij For approval 0 Approved as submitted o For your use 0 Approved as noted 0 As requested 0 Returned for corrections 0 For review and comment 0 0 FOR BIDS DUE 19 o Resubmit_copies for approval o Submit_copies for distribution o Return_corrected prints o PRINTS RETURNED AFTER LOAN TO US REMARKS 'X t='" \!(Jl/ &'a~ OrA,,? I I /vt:g,~4 p/~ Cell. l' >' I' - 1--', \ \ ! '., \.., ;,.. " ;..,u Copy TO SIGNED, -{J ~L " If enclosures lire not liS noted, kIndly notify us st once. Office Use Only: r-' ,;' ifpnnVersion May 2002 :,} i>Jl.,/ USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing 1. ~~k all ofthe approval(s) requested for this pr~<;;. b1Section 404 Permit ~ D Section 10 Permit D G?40 1 Water Quality Certification Riparian or Watershed Buffer Rules Isolated Wetland Permit from DWQ 2. Nationwide, Regional or General Permit Number(s) Requested: 14 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: D 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: D 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: D II. Applicant Information 1. Owner! Applicant Information Name: Hephzibah Baptist Church. Inc. Mailing Address: 1794 Wendell Blvd. Wendell. NC 27591 WETLANDS /401 GROUP APR 2 7 2004 WA1 tR QUALI1Y SECTiON Telephone Number: 919-365-7847 E-mail Address: Fax Number: 919-365-3596 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Steven S. Sanderson. P. E. Company Affiliation: Sanderson Engineering Mailing Address: P. O. Box 2016 Wendell. NC 27591 Telephone Number: 919-366-2016 E-mail Address:sssanderson@netzero.net Fax Number: 919-366-2017 bri t'-,:r i; i!' L, i Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Hephzibah Baptist Church Parking Lot Street Connector 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 1774778135 4. Location County: Wake Nearest Town: Wendell Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): Take US 64 East from Raleigh to Wendell Blvd Exit. Take Wendell Blvd exit. Go approximately 3 miles. Church is on the right. 5. Site coordinates, if available (UTM or Lat/Long): N-747A36.95 E-2J 78340.96 (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): 17.00 acres 7. Nearest body of water (stream/river/sound/oceanllake): UT of Buffalo Creek 8. River Basin: Neuse River Basin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h20.enr.state.nc.us/adminlmaps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Site is a church. Surrounding land uses are residential. commercial and industrial. Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: Installing one road crossing. Road crossing is 110' in length. Normal earth moving equipment will be used. Track hoe, bull dozer, trucks. 11. Explain the purpose of the proposed work: To connect to a public street (SR 2743 Old Oak Tree Road) and to be able to access all of our property. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. USACE Action ID Number 199404 for NWP 26 for 0.026 acres and Action ID Number 199921004 for NWP 26 for 0.10 acres for a total of 0.126 acres of disturbance. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. No future permits are anticipated for this property. VI. Proposed Impacts to Waters of the United StateslWaters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 7 of 12 1. Provide a written description of the proposed impacts: unnamed tributary of Buffalo Creek. Install a road crossing across an 2. Individually list wetland impacts below: Wetland Impact Area of Located within Distance to Site Number Type of Impact* Impact IOO-year Floodplain** Nearest Stream Type ofWetland*** (indicate on map) (acres) (yes/no) (linear feet) 1 Roadway Fill 0.025 No 0 Forested * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. IOO-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at htto://www,fema.gov. List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc,) Indicate ifwetJand is isolated (determination of isolation to be made by USACE only). ** *** List the total acreage (estimated) of all existing wetlands on the property: 0.19 acres Total area of wetland impact proposed: 0.025 acres 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Length of Average Width Perennial or Site Number Type ofImpact* Impact Stream Name** of Stream Intermittent? (indicate on map) (linear feet) Before Impact (please specify) 1 Roadway fill 110 UT of Buffalo Creek 2' Intermittent * List each impact separately and identify temporary impacts, Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc,), excavation, ditching/straightening, etc, If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included, ** Stream names can be found on USGS topographic maps, If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at WWW.USgS.gov.SeveralinternetsitesalsoallowdirectdownloadandprintingofUSGSmaps(e.g..wvvw.topozone.com. www.mapqucst.com. etc.). Cumulative impacts (linear distance in feet) to all streams on site: 110' 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: NOT APPLICABLE Open Water Impact Area of Name of Water body Type of Water body Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound, (indicate on map) (acres) bay, ocean, etc.) Page 8 of 12 * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): D uplands D stream D wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. Unable to avoid impact because the stream that we are crossing runs the entire length of the property and parallels the road we need to connect with. Minimized the impact bv selecting the crossing site that the existing parking lot was in the riparian buffer area and close to the stream thus minimizing riparian buffer area being disturbed bv new construction. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. Page 9 of12 If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr .state.nc. us/ncwetlands/ strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. 2. Mitigation ,may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? J Yes 0 No M If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEP A/SEP A)? Note: If you are not sure whether a NEP A/SEP A document is required, call the SEP A coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes 0 No 0 Page 10 of 12 If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes D No D X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water SupplL!}nffer Requirements), or other (please identify )? Yes ~ No D If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact Multiplier Required (square feet) Mitigation 1 6,600 2 4,400 Total 11,000 * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. Page 11 of 12 XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. Total Acreage 17.00. Impervious area 4.49 acres. Total impervious area is 26.4%. No stormwater controls are required or proposed. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Town of Wendell Public Sewer System treated at City of Raleigh Sewer Treatment Plant XIII. Violations (required by DWQ) Is this site in violation of f!Y!f). Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes D No rYr Is this an after-the-fact pe~pplication? Yes D No ~ XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). /Z' ~ ~Yi7Y Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 3970 ~ - ~- . . Action ID: u.s. ARMY CORPS OF ENGINEERS Wilmington District 199921004 County: Wake GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner Hephzibah Baptist Church Inc. Attn: Rov S. Williams Address 654 Greenwillow Circle WendelL NC 27591 Telephone Number 919-365-6024 Authorized Agent Southwind Surveying and Engineering Attn: Steve Sanderson Address 201 Glen Road Garner, NC 27529 Telephone Number 919-773-0183 Size and Location of Property (waterbodv. Highway name/number. town. etc.): The property is approximately 14 acres in size and is located southeast or the intersection or Wendell Boulevard (US 64 Business) and Old Battle Bridge Road (SR 2366) in Wendell, Wake County, North Carolina. The site is adjacent to an unnamed tributary or Buffalo Creek, above headwaters, in the Neuse River Basin. Description of Activitv: This permit authorizes the placement or fill associated with the construction of additional parking ror the Hephzibah Baptist Church. Impacts to wetlands and waters authorized by this permit include 0.10 acre. Please note that NWP 26 authorization will remain valid until December 30, 2000, provided activities in reliance upon this permit have commenced or are under contract to commence prior to the expiration date or this authorization. X Section 404 (Clean Water Act, 33 USC 1344) only. Section 10 (River and Harbor Act of 1899) only. Applicable Law: 26 Regional General Permit Number Nationwide Permit Number Authorization: Any violation of the conditions of the Regional General or Nationwide Permit referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate legal action. This Department of the Army Regional General Permit or Nationwide Permit verification does not relieve the permittee of the responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local agencies before beginning work. If you have any questions regarding the Corps of Engineers regulatory program, please contact Todd Tugwell at telephone number (919) 876 - 8441 extension 26 Date August 10, 1999 ~:;Jfr Expiration Date December 30, 1999 Regulatory Project Manager Signature SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST,BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. CF: Teresa Piner, Town of Wendell u.s. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action ID. i 9q Y 0 ~ County W ~~.Q. GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner/Agent HQ.. ph 'Z-l b ahB cAf hs f C~huye.-'" -pa~ for UJdll(lW'\ Sa..hd~.j1 Address \ ~ 31 ~-\vJ j Co '-f We..s t- W e_n C'ltil ) )J (., d-1 6 cr J Telephone No. 919 - '3 ~ 5 - ig'lf] Size and Location of project (waterbody, road narne/n~mber, town, etc.) ~h.Ij('~h F- ~1. ~. r- tk ~'rJ-~ /'0 VJ\ " rYt~d l'b' \:j ~ ClJO<L- Description of Activity ~~~ ~ j,~~ U\~~ e~nhr- JO~ {ah~ rIM' 'q f ' , . , _ trips j I ~S, ( I GL.{i"'CS5 ~~ t \o~ ) _Section 404 (Clean Water Act. 33 USC 1344) only. ~; \p h>J I '1 CI cJ:s. ~I ~ 0 s'tr ft (~. 0:1' _Section 10 (River and Harbor Act of 1899) only. +0 ~'~-eClhd <00 bo.X)~ ~~ J::.. CA..Q.~) oJ Dn~~ -~ _Section 404 and Section IO. \ <y ' d.Co Regional General Permit or Nationwide PermJ.t Number. Any violation of the conditions of the Regional General or Nationwide Permit referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate legal action. This Department of the Army Regional GeneralINationwide Permit verification does not relieve the undersigned permittee of the responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local agencies before beginning work. By signature below, the permittee certifies an understanding and acceptance of all terms and conditions of this permit. ~ ~ ' Property Owner/Authorized Agent Signature p~/~ c?;~ L~ O~-:?'--7' IX';"~ Regulatory Project Manager Signature t Date O\,~. l) (qq~ Expirati Date~~'J0 SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. CESAW Form 591 Oec 1993 o o o o o o o o o o o o o ~ o DWQ# 0400(p~ ~0 MDtJ Who Reviewed: Date Plan Detail Incomplete Please provide a location map for the project. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. Please show all wetland impacts including fill slopes ,on the site plan. Please indicate all buffer impacts on the site plan. Please indicate proposed lot layout as overlays on the site plan. Please indicate the location of the protected buffers as overlays on the site plan. Please locate all isolated ot non-isolated wetlands, streams and other waters of the State as overlays on the site plan, Please provide cross ,section details showing the provisions for aquatic life passage. Please locate any planned sewer lines on the site plan. Please provide the location of any proposed stormwatermanagement practices as required by GC Please provide detail for the stormwater management practices as required by GC Please specify the percent of project imperviousness area based on the estimated built-out conditions. Please, indicate all stormwater outfalls on the site plan. ,\ , . ~ p,- ;,,""oIe Ihe diffi", flow pro";'ionme"m" on Ihe ritePhm.1u- ~~~ ~ ~ Please indicate whether or !:lot the proposed impacts already been conducted. " . ::- "7' ~ -:: ~ .. I .,; /~ .,; _ _ ' , \~\o-A-t, S~,,' , A voidance and/or Minimization Not Provided \J ' o The _labeled as _ on the plans does not appear to be necessary. Please eliminate the _ or provide additional information as to why it is necessary for this project. o This Office believes that the _labeled on the plans as , Please revise the plans to avoid the impacts. can be moved or reconfigured to avoid the impacts to the o This Office believes that the _ labeled on the plans as . Please revise the plans to minimize the impacts. can be moved or reconfigured to minimize the impacts to the o The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater can be discharged through the buffer. Other o The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please provide $ . This additional fee must be received before your ap~lication can be reviewed. o Please complete Section(s) on the application. o Please provide a signed copy of the application. o Please provide _ copies of the application, _ copies of the site plans and other supporting information. Mitigation o of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed. o Please indicate which 404 Permit the USACE would use to authorize this project. to- I . ([)j\J-e-ecQ fx.lt~--v JLJ5-kf(Ca,-K~ ~v CVG~S'\I'-.Q-' k)~(\-- ~ w~ rc~ ~)C\S-h(\.G c~~? r~ u~ I C("' plo\.;\I\-~ 'D~ ~ -S-K> Z- 3104 ~ sfcv(V/~~ ~~-\-- e-i,tl k ~ cs\V\u.. <5lk. 1$: fV\ b1.\.fk-v~d ~'S\\n ~ PlJLOL-9- ~~~ G- p\.Q", l~h.l~ shews l ~\ cL, ~lJd,~e ~~-\- '\ ~ L\l )(\ S T\ "d- c\. Y\.~ lu~+- \"S F~~-' DWQ# ()<+~al(')lo(Q Date ~ !i.Q,!rjL''- I I ... Who Reviewed: '-:J 1) -;- ~ Plan Detail Incomplete o Please provide a location map for the project. o Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan, o Please show all wetland impacts including fill slopes on the site plan, o Please indicate all buffer impacts on the site plan, o Please indicate proposed lot layout as overlays on the site plan. o Please indicate the location of the protected buffers as overlays on the site plan, o Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. o Please provide cross section details showing the provisions for aquatic life passage. o Please locate any planned sewer lines on the site plan. o Please provide the location of any proposed stormwater management practices as required by GC o Please provide detail for the stormwater management practices as required by GC o Please specify the percent of project imperviousness area based on the estimated built-out conditions. o Please indicate all stormwater outfalls on the site plan. o Please indicate the diffuse flow provision measures on the site plan, o Please indicate whether or not the proposed impacts already been conducted, A voidance and/or Minimization Not Provided o The _labeled as _ on the plans does not appear to be necessary. Please eliminate the _ or provide additional information as to why it is necessary for this project. o This Office believes that the _ labeled on the plans as . Please revise the plans to avoid the impacts. can be moved or reconfigured to avoid the impacts to the o This Office believes that the _ labeled on the plans as , Please revise the plans to minimize the impacts, can be moved or reconfigured to minimize the impacts to the o The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater can be discharged through the buffer. Other o The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please provide $ . This additional fee must be received before your application can be reviewed. o Please complete Section(s) on the application, o Please provide a signed copy of the application, o Please provide _ copies of the application, _ copies of the site plans and other supporting information. Mitigation o of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H ,0500 and must be appropriate to the type of impacts proposed, o Please indicate which 404 Permit the USACE would use to authorize this project. Cv-ev .-- ~ . Oomplete items 1, 2, and 3. Also complete Item 4 If Restricted Delivery is desired. . Print your name and address on the reverse so that we can return the card to you. . Attach this card to the back (If the mail piece, or on the front if space permits. 1. Article Addressed to: Hephzibah Baptist Church, Inc. 1794 Wendell Boulevard Wendell, NC 27591 DWQ# 04-0666 - Wake 3., Service Type _ Certified Mail 0 Express Mail o Registered ~ Return Receipt for MerchandlSl o Insured Mail 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes r7~OOl 2510 0006 3167 6074 '\rtlcle Number " :', '1sfer'ftoTrt service fdbeQ 4"}0...... "'"_1-_..__. nn^A n........._......:... DA+'IP" 10_01",+ 10259 UNITED STATES POSTAL SERVICE { I I First-Class Mail Postage & Fees Paid USPS Permit No. G-10 · Sender: Please print your name, address, and ZIP+4 in this box · NC DENR Division of Water Quality Wetlands/401 Certification Unit 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604 ~,4 . Complete iterfls 1,2; and 3. Also completj;i item4if Restricted Delivery is desired. ' . Print your name and address on the reverse so 'that \'Ve.can return the card to you. . Attach this card to the back of the mail piece, or on the front if space permits. 1,. Article Addressed to: Hephzibah Baptist Church, Inc, 1794 Wendell Boulevard Wendell, NC 27591 DWQ# 04-0666 - Wake . Article Number -,.,sfer from service labeQ '-lA11 1=.....rllaN ?nnd. 3., Service Type r)lCertified Mall 0 Express Mall o Registered ~eturn Receipt for Merchandlsl o Insured Mall 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 7001 2510 0006 3167 5923 102595 -.1 Domestic Return Receipt 'i'>,. Illt- ., ETIN' .. mOM . . ..... FarAwa~ o ',,, . ~ ; '1)NITED STATE:S POSTAL S ,,, -.'_. :T.:-'.~-"'~."':;..:,<~~ ""'.-:,~~~"'" · Sender: Please print Y6ur name, address, and ZIP+4 in this box · NC DENR Division of Water Quality, Wetlands/401 Certification Unit 2321 Crabtree Boulevard, Suite 250 II Raleigh, NC 27604 VICINITY MAP SITE INFORMATION SITE ACREAGE SITE SQUARE FOOTAGE BUILDING FLOOR SQUARE FOOTAGE IMPERVIOUS SURFACE SQUARE FOOTAGE FLOOR AREA RATIO IMPERVIOUS SURFACE EXISTING INTENSITY PROPOSED INTENSITY , , / , , / , / / / / / / , I ;' / I I I I I I I I , , / / I I I I I / , ~p N TOTAL 17,00 740,661 43,145 195,586 . 43,145 740,661 0,0583 5.83% 195,586 740,661 0.264 26.4% 43,145 17,00 2,538 43,145 . 17,00 . 2,538 f I / I , , I / , I / I I I I I / / , I / ; / . ____._._.~_____.____,,_..~._.M__'_~ -_'___"___~____.__,___,__~___ _._u..___~~_. __ . .__..__.___.___<___.. _.__._.__~__._____._.._u.___._~_.._._.__ _~_,_.._____~._._~__ - -.-.. ---- -- ..-.--...- .~- -~._.. ----.--,---.. ----- ..----....,----.. ..._"- . --~-.. ._._..__u_____.___.._~.._.~ ..._.,.., -.__...._ _,._.____~_~ __._____.'__..__.__...__.______._..___.,__...____.._._._.M....._ _._._.__._._._.._._, ) ~' l_ f"\ .... _,I.. , , ~-- -- --~ --- --- --_.------ --- -- --- ---------, '1 ~ - - ...../ --- --- -........ "- \ \~ / \ rL\ / \ "'- / I r9/ I 'V I / / / / / / / /" 1/ / / / / I 1 / 1 / / I 1 , 1 / / / 1 / / , I I I / / I I /' // I I / I , / 10' X 30' PUBLIC SERVICE COMPANY UTILITy EASEMENT PLAT BOOK 1998 PG 660 , , / I / I / I , / I I / / I / I I I I / , , , I / I , / / I I I f EIP -0 ,,,. -- REV,NO, DESCRIPTIONS DATE REVISIONS ----- --- --- - - ---- ;-) L1 ',' ~- ,-------- - / j/ / / / / // // j' / / / / ; /1 ---,(',1 SilE YARD c:u -"-' - 656,27 N850 49'19"[ DESIGNED DRA'w'N CHECKED PROj, ENG, DATE :p @ /;,~~ >~~ ~! ""' ""^' r- J ~ " ./ , '. .1 ~~: ~ /~ ~ /~ /~~ // // /~~ / ~ ,/ r, /" //// Q)"\ /// I / /// G. // I ( ,/// ~. // I A"'" -, '~'-H',:' ,..,... / I \1./ '1\ '.' 1 ..- ...... ,/ I -' \ \,.1 - 'tl,. -7 \-~ '~~'''' (. ,/ / \ I"~, ..\'-' " ,/--,/ --) // \ ~,x I -:,- ~ 70 ~ :''':' ",7 _______________________________ -:~///;<// ,f~5\~~X1.v.;!t~-;. _!----------------------------------- ~/~ /////.. / /} \\,,~_'.-- I W[~DELL BO~LE~~:D___"''_''''_'_ _'_"'''''_u ____-'_'_'_-'_'_~'_'_~'__-"-''_'_::_ _~"'= __ '" -'-u__u _ _~ _ _ __ __'__ __ __ _ '-_ u-'___u_u ---------------- -------- ------- ------ ,~~ . '''-, 1. t) ':; ~ ~'5 C .~ /,.. .. \_; ".' " c, " ~ ,'.\ , ~..' " ~ --~~ -- ---- --- -- -- - ;..., '-N 747706.38 E=2178033.64' NAD '83 @ ~-./v-, @ .r ~, : \1..../ "- ~t~I~, ~ -1../~r- \t~) /~ ~ ~",,^,r ( ( , " ),"- ;'< ,....tF\ /,...<'--..., ~~, T r' ::\ ....".....j.rr\) @ (~> '-"'" f-' ; / t'''1 sss SSS SSS SSS ,.' j" :2\ (, / // .- /~ ~ /~ ~ /~ ~ ~ / /~~ .- /~ ~// ,\J j'C i :.:\ \/ :'<.,,~ . [_j \1 ;~\:\ -; . [3 . '7 ::0 0 ~ ~ '-.' -; ~ (:~ d jv --'...,' I...... $' (/ ,\ / ~/ / / / / II / / / / / I ~~. C.) 1 r,l ~r:~ : C:I (;[] i (,' :,~- , \i ;.':', C"/ \ ~\J ~/~ ~/~ /~ '~ /"" FIP @ r,f\: ~~, '-,- r-r i' .' ~I ~ ,-, ! ,( ! , ECS @ N-747,431-27, E! -2,17'8,082;81 E:L 302,26 i ! l _'.. J.._' ___ 1 _~ I ~ 1 i ;.~ :T~ ::;- :~i ~= ,_. ~-: .1.11 . 1i t: . :~ : ,; I ~' -~- 1': " _ L.. ~ ! \' i,- ..' (:~, I :1 " it,> " : >-. -- 1) , ,!: ).... L ~, -j EIP SANDERSON ENG~NEERING 25-C NORTH MAIN STREET P.O. BOX 2016 WENDELL, NC 27591 919-366-2016 919-366-2017 FAX Engineering .o~d Land ~I_annin_g____ __'._ / ~ ~ / ~ ~/~ ~ / ~, ~ i:) t'.i i \: ~ I "I ~j;~ tf- Z 3 - 0 i " ~ , ,-" ~.)!_..i .7'i ~~~ ;', ~.j ,'"", t. ) ~,/ '\/!.:-.', r.'~/\~':l.ri 1 ,1 '" < ... ( ) "'''1/-', ..',7, ,:S .,.~' r?: J :i j"J I: r'J r~~ .'- :~: C) : : "'1 (,.:~t)l-<I ~; __i______-j ------ ------- ------ ------ -----t-- -......... ,74.7 - - , 749,~9---- @ . -~-------t N87 2A'496[ ,-// @ 692,69 401 FRONT YARD !~.~ I ,c.? '''''' "~ I .~. ' I .,'0 , ~ '.~ i :,'~ , .. \- ~ / ..J ~ . ~- ,. I!2J -'j"" /~ --.........., r Iii I![] t-m=1 n.1 I .....ORSHIP I t'; \ CENTER ~~\ :<0 \ r'll ;\ L _D,-t I ___.__-)';r---I ~,~ . rl r-:':"';'~~-:' '"1.1- _ - - -L ~,')..!'- "1 ~I r--- I" . III I III ~,1 ~" : t~ I : EDUC'" nON BUILDING r, -~'\ i I'll '~i '_ --II L_ ",. --------+--', 'w "'tr-""'L_ - -,::.>"~-- , , ~ ' ru i'/ ~., f'~ ("" - ~"":L .J'1.. 1 ,-_ L;j" - II 1.1 l,j 1'1 ! I; I- -:.,.L l.:- I I 1': .,,: " 'I FAMILY LIFE CENTER 1 \.;:~, -: ,'J ~ \..'~-r' I >; \i \ t'! ~ " t I I I L,_' I! l.L ~...f1.- -...,..:- ~,- ~ ,.7~:7':;::::: ==~j 10 sbo 00 0 ;\ -~:;1r:"'---~-- -- - -::- -:- ~ ~ -c- - 'h~- -, -_/: _w' -- . ,. . EXISTING A~ T PARKING LOT ! ....10._ _________[J, I 1 \ I I c, ,,' " ,~'\ z! =i: ~, w U> ~' o u.. ECS '\ \' N-747."36.95.\ ECS f;-2,178,340,96', N,-747.424,79 !: IEL,3Y~.'~~_~, .'~,." @ : fL2~ll~91~7.~3, ,__' __ ',_ ~~ L'_ ,-_, ~_ .~. ' '.\ J. . ~i, _~_i .._~" _ L. ,~__ ..l .) -_.\ --- . . ,- -- r T "7 :~'1 :,- ,= f 7f :~ cl-::: i=" ~ T"- THE CONTRACTOR SHALL FIELD VERIFY THE DEPTH, LOCA TION, SIZE, AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION, ALL CONSTRUCTION TRAFFIC SHALL USE OLD OAK ROAD, DO NOT DRIVE ON THE EXISTING ASPHALT. -,) ~ \ OUTLET PROTECTION L = 40' 'vi = 25' D = 2' CLASS B STONE ! ' 'j ! i i : Iii ," i,_ ~_ _I~>~~~:~~ :~"_: ~)}ffi~(~M_~I~=Ji. " ! ~ .-.~; ~-~~- }I :,--fry- \, ! I , I I , I I I ~ I I I : ! I I I I ' I I I , ^ I, I , "'H I I I ~, . ',' r~:)!..~ " r ::-1 (Yj I: 0 I :'? f"~ ~ , I ,\ CI M I : ;,) L,I ~ I "JI f:..: I I^:;i l','j I' ;:"'_1 qJlIPs' "':/ LI' I .. '-', - ' ,/) ,,1. I ' 29,26ko.pl4 i EIP 'E(F'1'Elf I I I I ' I I I I I I I I' I I I: I I '6 I El'p S02030'03#\v' 59.11 '\ r, I I ~ i : \ ! .. _,__. _'v , ,; ~ J. ~... - ,(1."'. ; I _..- -. _.. i- ; 'i ii --. \.-- I ; 1 ; , I ~. '" \ i I, /' /r \ I : I ~ ( ~ I I ~ \! ,.~ -.t - .~; -- ~- I , ;; '\ ~/' " 1,)' -\ --d'l$! ". " I , , ' . ' 1 1 I l . _~ .t _.; --- ~- ~-- , ; ...- ~-~ '^- + ~-! ; ! \ ~ ( ,}' \'~ ~' , ,- " t , , . \ !; ! ,/:~' I I j j 1 ..;f' \ .. -:-;-- i- -:-,;~rH: , ,ir \ , t/! I I i I ,/ i ~ > 4' 30' .;- "--.~.- -- -.. ..J SHOULDER ' 3D' , -k- 22' PAVEMENT 4' SHOULDER i i 'I II ~- )~~ ;- .1" , , , . , ,I : I 1/4'/FT, i 1/4'/F'T, i 1__I'ln ; ~~~~!t~~~:~~ , CURB AND GUTTER --- ---,- ~;i :\ :\ r- ~ t_ i\J :.) f~ i C~ ..~' i\ i (~::~ r-; I , I , ! J'!F'T ~~ ,~~ () ;~~ ~,~:) i : ,..~ /~ \ "\!--< /' /: I;' I ; I ,.>, I \. ; /,'; l " _: ','<1;~~t:~L) __;_ ~-;, -~ 1'- :_- L -: 50' TRAN~'l,TIO~'AL '"7 ~. , : ~- ' F< -.-- ~:: ;I.~.) i i ': ("'1. ~--~: ();-.: :~~: ;~~. - ,//" r-/ S850 49'1 9#'w' : :\1 ,-," ,,_Ii. (..... ..=..: ,^ "'-I [--'/'", r- "~) , f:~ .j:~l "7 !.....\ f':). ~('1 1\ '",-. / --~- ,,,,I,... : ,: C':lJ St~ /' ,~ <'/ FINAL ZONING AND SITE IMPROVEMENT INSPECTION SHALL BE REQUIRED TO VERIFY SITE PLAN COMPLIANCE BE DONE BEFORE A CERTIFICATE OF COMPLIANCE IS ISSUED BY 'vIAKE COUNTY BUILDING INSPECTIONS, DETERIORATED DR DEAD SCREENING SHALL BE REPAIRED DR REPLACED 'vIITHIN SIX MONTHS, NO PERMANENT CONSTRUCTION CAN OCCUR 'vIITHIN BUFFER YARDS, SEPTIC TANKS, SEPTIC DRAIN LINES ARE PROHIBITED IN REQUIRED BUFFERYARDS, STORM'vIATER RETENTION AND DETENTION FACILITIES, STORAGE TANKS FOR ANY PURPOSE, UTILITY SUBSTATIONS, AND BUILDING HOUSING UTILITY SUBSTATIONS AND BUILDING HOUSING UTILITY COMMODITIES DR EQUIPMENT ARE ALSO PROHIBITED IN REQUIRED BUFFERYARDS, /~' -/ '1 Uii(] , L! ..,,,"- \..; ,1.\ ,~~~ ,~\ :\~ -r E~ C:. (~~ ~/r 1 r; c.:;, .',~. t~' r~ :l 7,"1 ,.\, h - ...) \) 1-'- -------..-""'--.-.-~-. SHEET NO. , DA TEl MAR 2004 SCALE i HoRIZoNT ALl: 1 #=60' VERTICAL: NA 1 HEPHZIBAH BAPTIST CHURCH PARKING CONNECTOR LOT STREET . SE PRoJ. # 02-015 1 : D'WG FILE # 02-015 oFI VICINITY MAP SITE INFORMATION SITE ACREAGE SITE SQUARE FOOTAGE BUILDING FLOOR SQUARE FOOTAGE IMPERVIOUS SURFACE SQUARE FOOTAGE FLOOR AREA RATIO IMPERVIOUS SURF ACE EXISTING INTENSITY PROPOSED INTENSITY , , / , / , / , , I I I I I I I I I I I I I I , , / , / , ~,~ N TOTAL 17.00 740,661 43,145 195,586 --- --- -------- --- --- . 43,145 740,661 l --- . 0,0583 5,83% -----, '] ~ ------ --- --- 195,586 . 740,661 0,264 26.4% . 43,145 17,00 ->/\ ,/ / / I / / / / / / / / / (j / 2,538 I I / / / / / / I ,/ / / I / I / 43,145 . 17,00 , I ,/ / , / / / " / / / , / , / / / , / /' // / Ii I / / / i / I ~( -~ ~-,'"h . 2,538 [\j ~.. I G,[ ';, :' t\! '0 ~j , :-1 q 7 /: I ~:J. ~. f,: C] , , / I~, (0" "; I.:' 7r---.., ~..J ~~.~ -- : i\ C: /\ f\J , , 00/ ,S&/ ~(/ @ '", , '::"1 0/ ,*/ (, / '/ ~ ;' C0/' >/ ;r;;,-:'-:\ ,'J) ;~~-' ( ~'-^--^-"-'--- / f , / I , 10' x 30' PUBLIC SERVICE COMPANY UTILITY EASEMENT PLAT BOOK 1998 PG 660 , , / , / , , / ("'o~-"r- vAPI' ?O' ,2>1J.)[- I ,'~) --- _.-~ ..,--- 656.27 N85049'19N( '~....." ~, ". ~< ~ L_ :~ C) ;~\ v' r' ~ i:= -""~. L, ~.\ . tj. ~7 L f~ -;~ (3?,'~ EIP o c:/.:. ~;. ".-.'; tiC' , 1'-' ,\-- . -- ,. \ k,- ~. ~ :r'.:-:..: : ,;\...., '---..:: ~J ,-" I. ,I :: . \J" '. - ._-'~..~,...-_..."'-,._. ,_ ,_--_.'"0-._"__...-..-" .-_. -~---..__.- _._U'. .._--.-- .'.'--.-..'"-- ,----- I REV,NO, DESCRIPTIONS DATE ~) ,'1 'r ~~l ~-.'" 'oJ ~- ,', l";J , ..-, REVISIONS DESIGNED sss 'rjV t, L tf- Z 3 - 0 f DATE DRA'.IN sss CHECKED -.)..)-.) PROJ, ENG, sss -- --- / " , / " /' " /' /"" " /" " " / " , / /"" /"" /"/ - /// r, /"" //// ~'I /// ! / /// Cr // I ( // ~. // I A"'~'-;, ,~ "....../ / \ ,I ~t ..,J~> // / 1 (' ,~tl.', // / i~" \ ' ' / / %': /. ,.\. ~,-- -\~)"7 /) \ '..) I ~ -=- ( I / f,..; ,.~ , .----/ ///....---/ /// ,_Mf-:,(,:~ '\[--\~f:= o;:~c,;' / /// // // -2:::// y:'Y) , \ '}i\i~~).3--~---/------------ /",// // /// ) \. / WENDELL BOULEVARD // ,/ / I \ ,I --- ,/,/ /' / /' (~/_ _ _ _ _' _ _ _ _ _ _ _ _____ .--/ /) '- '- '-- - __ __ _ _ _ -=-/1_ _ c. c. c. c. c. c. c. c. _ c. --,-c.c. -_ c.-_ c.-_--' c. c. - c. c. --' c. -' -' -c. c.c. --'--' --' --' ~ y ~ ~.:'..:' : ~c. _- _-..:'':=..:' _--'~ _ ~ ~ ~ :-::- ::- ::.. ~ -.= = :: = --' -'--' -' -' -'" -' -' -'--' " -' ,,-'-' -' -'ccc" --' ccc c. -'= -' = =-' ccc --' ""==-' ------_/ ----------------------- ------------------------------ ------ ------ c:=-~~_ -- - - - -- - - -- - -- - --- - - - - -- - - -- r - - -- --- - --- - -- -_-_-.,~--~:; ~~~~--/~=~-: =~_---:--------- - ___-_-_-___ __= ==== = = = =- - --- ----~--=--- - ----------- 7 ---1-- 77~.71 (TOTAL~ -~,' 1--4FiD_____~8_~04~'_29#~,^ 364,70 ,74 .' i ?iQ2 O,l~,1 I \ /EIP --\JL------------€2 _- 749,&9---i" If lllll I I EIP -- A 1/;/ I I I S87045'29"E @ @//J Ii i ! 31 30,17 /~? I) I~: " >~2! 11 i a I /~/i Cr: ! I i \D I \[), ';1// >1 ii, tn' I' I}// ,>-: I i IJ:51 (Y) r" /" I I 'tn I j f/l ~- : I I' t'V\ If'-..: fl. z I , ~I: ""I ~I ' )/ / [::]: ;' \ U !) cl':':l/ rr, L - :; -/: JI tv: VI/! LU L.L.. i.(,'!~ r I' .....n (AI (;1 C b I I : H v J, ~/ " .5! "t': I I 0 ' to t II I ,: f-j q/ "!~ (/ ~ I ~ 6: ,.-\). I I d Q::I ~j I.d VY\ I i M w: v ) I : \.CJ WI !)"i I' I Q:: I!,~ I ,i I 1-' !)'/ I I I (1)1';" I: .......,1 \./1 ~, i', .> ..x.. r:j/f .. <[' 5:1/l , , .pf/1 01 0,;; II t ,II 3/// f /rJl/ I q~ , , ' '! ;~ PLACE SILT FENCE I ALONG Toa OF FILL ON .BOTH ,SIDES / " " / " /' " " / t\,'! E~ " /" " /" " /' " , / " ,/" c: f-~ t..J ~'\:' r-\ \" L.,I ~) I i!\ I ^ -~ l_! : 'j l\ .~ r~ F\'! ':; t, hi I" r', ,.--) I ,'." --- -- --- --- --- -- --- ------ --- , i..t. ~-! [ F-:~ ~,! r3 ;'..1 E:~: /\ {.'} 'r 1 ,~'; 1 ,/' /' l) L:) 'I, i ,....~ ~:':"J ./ I \ ~::J .? r~ z (, ( .......- -~ --- ----------- _ _ _ _ _ _ _ _ _ _l.. _ - - - - ,- - - - - - - - - - - - - - - - - - - - - - - - -- --- .-- .-- / - -------~ ~ 7/' /' /-" --- .,. --------- --.- ~,// ~C"'/' ~-(-) "~? l ',:.~~ C ,~",., ,.;(- -,---~, ----) ,1------ \ ,/ \ '- ;': Ii ' [ ,/ --- ----;7"":' N87 124'49#[ 'J:~' , ." EIP_~:.:......-.---- -~,c...::..::-~74"/i06: 38 E=2178033.64' NAD '83 692,69 40' FRONT YARD ~.., i'<_ i (, (0./"<<" ! ,l ':' , , I -- ""'1' , " -,.... "',"':"7'.:Z'~ ". ", -1',:'- ---.("1i ---"', \~S'-- oj.!.eL ~.!.\O';\l .. "I \tJ 'J OFFICES r .J I (' c .oj r '7lZ"d L.J _ _ -l .'", '@; CQ /-/"''\ 0 ) ,.F,,\,\ -./"-' ! r r l \~ J "" ) l ',,- ,) J{ /" -\ '" ... " !, ; ~ ~, ~r > t'~ ' ?J~( -r-."""", 'I ~ / ~, "'\\ ~,~ ~. r / l .... , ~ \(1,,--' ,/< '- ;-j ~'--~, r-;- "'~ ~l~ <J J ""~r r - ~--------- / / / /;:~ @ :i~~) ~""\ --" r- @ f\ : I" 'I " . -;;- L_~------.---- , .IJ C~ f.~ F~ @ J.---~...., r I I , . m ~( \ 'WORSHIP I l: ~ I CENTER 1 J- I fir: ,Zt). \ [,II' -PI') ____J,T r:1 ~ f~~-::.::'~--- 'i L - - - _L ~,~:. '^ 14\ I !l! r~\ \ EDUCATlDN BUILDING t1 \ l,\i F::l \'1, L ________-1 'L -'lJ""'"T-, , .. '. ~,I ' \I,J; I 'l')T' , t:J r(~ r __-A"... 3- Jl. \:"'- -'15'-':"" I:j 1.1 l'i 1\ r. -:.,..l. L;c "l I \ : . ",' '. 'I FAMILY LIFE CENTER I \. '~'; ~'1 b Ie',' , , , · ..J I L..'~'r' I '~!, ri \ f \ I- t! ~ !.~ _.Jl.- - ,-;- -...., ~" -=:;:;;::::;:: .=::::=J u....;._~-::....'-_...._- _.~.:) '~}.LR , , _ 1...1, ,- - c ;-~ /-\ f~ I T \, E[ i l J__ L _________13...., I 1 \ I \ [3i~PT::.~~ :..~ . Ej , ~7 P 1 i '~ c;. ~:; 1 C~ i 1\; i"~f zi :t! :t:! wl ;' Wi i f.5i u..': ' @~,- ~.J . C'T!mITTiJmi : .;J...I ill !..l..: lill i ,~ _ ._,. __ ._ ~ ...J " ,'to ECS N-747A36,9~ E-2,178,340.96.' EL 304,36(!) ~.. \.'-\ ,.. ~ (':j'J ECS , N-747,424,79 <!) E-2,178,197,53 EL 301.90 -.'~ - ,- -,'--' ,: r~-: ::~::: ':::f::: f' ::;:' ~~ 'c-, ECS @ N-74~~3t27! Et-2,178,092;81, EL 30~,26 . .. . -,_. ."- -- ._~ - -- r ';:" --i-. ~-, EXISTING ASI'HIIL T PARKING LOT : ' : I THE CONTRACTOR SHALL FIELD VERIFY THE DEPTH, LOCATION, SIZE, AND MATERIAL OF ALL EXISTING UTILITIES r'RIDR TO THE START 0,:'" CONSTRUCTION. ALL CONSTRUCTION TRAFFIC SHALL USE OLD OAK ROAD, DO NOT DRIVE ON THE EXISTING ASPHALT, I i -----------i---- ,___ f I i I I I /.. -J : I I .-; ~-__,~~'~::-~L~;,ffi~c(',~,~i~J:-Lj r I I...~ .. ! " 1 ( t_~ .....,. .___, __' ' _.1. .,_1 CLEARING LIMI S S85049'19,f\yJ , , I , , I , , I I ! I ' , , ! I , I I , .' .. .IPSl ,U, i I rcJI " I I ~ -) IEI.J ! I "1(-:1 ~ ' 11,,: Ci I I ;?i r~! 0 I ~:'II !~M i I ~ .1 I. ,I , i ' 'It :1 I -''''.' .'i2\PS' 'I t" I I " " ~~l-0'~4 /: EIP ElflElf , I I I I I: I I I! I I' I ; I: I I 16 I EIP S02030'03#\.j 59.11 ,"~> / r- /r. S~EL '1ER /; "/ ,~HELTE1 <.; " '/i ; ........v 1/// ./ r:-! r . // .,' / ~O T _ 0~ITIDNALBUrrE Xli~YPE A SCREEN I 1/1 , I .. //1 .-' '_' ,J / //i . //~, 1 /// , / _4/ ! //1.'." I ~/".//./ J,Y', <// /.:1/<>/ /,'<....i/,/ / ~ ~~f' ~0 / / ' / / // Ir~ / / / ~ ,,/'/\e- , / , / "" I . /,~,/':/ I ,/// / I //,:. / , .'\, oj, '" C R EklNI.J:~'" ( -' / /" ..' __---::..i-':~- ----:T7'~-j-- " ' u;; I //,:'# /<-. /i ((~(~</ i,.-' (it 692,6:ljll ~_J F" i\; ;~: C? , , /# OUTLET PROTECTION I = 40' 'W = 25' n = 2' U_ASS B STONE L. t 4' ,3D' ,+______.._, ,m_,_,j-,_, ,""'____ SHOULDER! i , 22' .. 3D', 4' .,----"PAVEMENT ----.--'-'..,I--.1SHDULDERl , , ( \ I \.",- ~ 1 i - .1-~ J /\ ~'jl [. ~S [, ! 1/4'/FT. I 1/4'/FT, , 11 .<:..,;;~~::~~~l~rn:t;..f::.i.(:~~_.;;~~~ , " 1.5' S9.5B------J 8' ABC - . , / I'/F"T [) ::3 ';~ (J ,?'; /1 C--, ,1'..... ['...." ,..~, -;:, \ \_- '~_. ~- ~,-' ZOiiE:: R '~ .--~ '--"''-- () 1;_.': ~~-) f= i"J :3F~: " -----. CURB AND GUTTER 0;::;0'/ ~,-R" N~TT, HlN~.L ~ I, f-~ I 0 J..' ....-' T. \/ r-) ("' '~~ ~- [" T T '".,. '.n,. '_.' , .1 ~------'-"-~----'~- ~ r------~\ ~ > ') i '>-.---' -\ y~ I ( '> , \ ; '( ( EIP ,- L. J -...,. ; i~ /..- ".: ~ ..; I' '_,J'_.. 1-""- r,"] L. ~ FINAL ZDNING AND SITE IMPROVEMENT INSPECTION SHALL BE REQUIRED TO VERIFY SITE PLAN COMPLIANCE BE DONE BEFDRE A CERTIF'ICA TE OF COMPLIANCE IS ISSUED BY 'WAKE COUNTY BUILDING INSPECTIONS. DETERIORATED DR DEAD SCREENING SHALL BE REPAIRED OR REPLACED 'WITHIN SIX MONTHS, NO PERMANENT CONSTRUCTION CAN OCCUR 'WITHIN BUFFER YARDS, <I ;-- .." il I< ' i_' I I :... _~' . ~ ,~ " :-. ,-) -1- SEPTIC TANKS, SEPTIC DRAIN LINES ARE PROHIBITED IN REQUIRED BUFFERYARDS, STORM'WATER RETENTION AND DETENTION FACILITIES, STORAGE TANKS FOR ANY PURPOSE, UTILITY SUBSTATIONS, AND BUILDING HOUSING UTILITY SUBSTATIONS AND BUILDING HOUSING UTILITY COMMODITIES OR EQUIPMENT ARE ALSO PROHIBITED IN REQUIRED BUFFERYARDS. SANDERSON ENGINEERING i-"'-~-_.'...~-- ~-' -- -", I SCALE I I HORIZONT ALI' 1#=60' 1 DATEI MAR 2004 HEPHZIBAH BAPTIST CHURCH PARKING CONNE(~TOR LOT STREET SE PRDJ, # 02-015 25-C NOR IH MAIN STREET P.O. BOX 2016 WENDELL, NC 27591 919-366-2016 919-366-2017 FAX Engineering and Land Planning D'w'G FILE # 02-015 -- '" o o C\J m o LO LO CD ~ ~ C\J L CL <( D QJ 3: 01 3:: D ~ CJ) C QJ LO = CL Ul Ul ~ LO QJ Ul CO = D- ~ QJ CJ) TI ~ 0:: -+-' QJ Ul C :::J en ~ Ul QJ ,~ -+-' L.. 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