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HomeMy WebLinkAbout20090601 Ver 2_Application_20091104THE WOOTEN COMPANY FN NFFRINb PL slNC. ARf.N TF" 1,RF 1",0v 4 <<ng DENR - WATER QUALITY TRANSMITTAL"" AND s7ORV ATER BR&NCH Transmittal Sent Via: ? Regular Mail ? FedEx ? UPS ? Certified Mail ® Courier ? Pick-up TO: NCDENR-DWQ DATE: 11/04/09 TWC No.: 2293-BD 2321 Crabtree Blvd. Ste 250 RE: Reclaimed Water Transmission to CPC Raleigh, NC 27604 Attn: Amy Chapman Wholesale Nursery in Benson, NC WE ARE SENDING: ® Attached ? Under separate cover via the following items: ? Shop Drawings ® Prints ? Plans ? Samples ? Specifications ? Copy of Letter ? Change Order ® Other COPIES DATE NO. DESCRIPTION 1 11/02/09 E-Mail from Barrett Jenkins, Restoration Systems 1 3 PCN Form 2 9/3/09 Sht. C10 THESE ARE TRANSMITTED as checked below: ? For Approval ? Reviewed ? Revise and Resubmit ® For Your Use ? Rejected ? Submit Copies for Distribution ? As Requested ? Corrected ? Return Corrected Print ? For Review and Comment ? Other: ? For Bids Due [ ] ? Prints Returned after Loan to Us REMARKS: COPY TO: TWC File - Raleigh SIGNED- •??i? M Elizabeth M. Lorscheider If enclosures are not as noted, kindly notify us at once. Mark Drake From: Colton Janes Sent: Monday, November 02, 2009 5:21 PM To: Mark Drake Subject: FW: Benson Reclaimed Water Transmission To CPC Nursery - RiparianBuffer Miti LS L? L'J J? -----Original Message----- From: Barrett Jenkins [mailto:BJenkins@restorationsystems.com] DENR-WATER QUAL'ITY trrETLA,'IDS AND STORMti" WATER ER°.ICH Sent: Monday, November 02, 2009 5:21 PM To: Colton Janes Subject: RE: Benson Reclaimed Water Transmission To CPC Nursery - RiparianBuffer Mitigation Mr. Janes, This email is to serve as verification that Restoration Systems' Neuse Riparian Buffer and Nutrient Umbrella Mitigation Bank Lane Island Bank Parcel (DWQ # 08-0510v3) currently has 183,997.40 square feet of buffer mitigation available and can provide the necessary mitigation credits to fulfill the mitigation requirement of 33,690 square feet of buffer mitigation for the project referenced below, assuming it is located in the USGS HUC 03020201 of the Neuse River Basin. If you have any additional questions or concerns regarding the availability of our mitigation credits please do not hesitate to contact me by email or cell phone. Sincerely, Barrett Jenkins Restoration Systems, LLC C:919-619-4865 From: Colton Janes [mailto:cjanes@thewootencompany.com] Sent: Monday, November 02, 2009 5:00 PM To: Barrett Jenkins Subject: Benson Reclaimed Water Transmission To CPC Nursery - RiparianBuffer Mitigation Mr. Jenkins, The project Benson Reclaimed Water Transmission to CPC Nursery (TWC 2293-13D), DWQ permit number WQ20034103, is disturbing 11,230 square feet of zone 1 riparian buffer. State regulated riparian buffer rules require 33,690 square feet to be mitigated. Can the Umbrella Riparian Buffer Bank: Lane Island provide the necessary mitigation credits to fulfill the mitigation requirement of 33,690 square feet? Thank you for your time and I hope to hear from you soon Sincerely, Colton Janes, E.I. Grade 4 Wastewater Cert. (NC) Class B Water Cert. (ILEPA) The Wooten Company 120 North Boylan Avenue Raleigh, NC 27603-1423 Phone: (9 19) 828-0531 Fax: (919) 834-3589 0q- ou of ua 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below, 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number - (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary T 01 ?P?T NIA 4f. Total open water impacts 4g. Comments: NIA 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 NIA 5f. Total 5g. Comments: NIA 5h. Is a dam high hazard permit required? ? Yes ® No If yes, permit ID no: 5i. Expected pond surface area (acres): NIA 5j. Size of pond watershed (acres): NIA 5k. Method of construction: NIA 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require mitigation, then you MUST fill out Section D of this form. 6a. ® Neuse ? Tar-Pamlico ? Other: Project is in which protected basin? ? Catawba ? Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number- Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary T impact required? B1 ? P ®T Utility Crossing UT of Hannah Creek ? Yes ® No 0 0 B2 ? P ®T Utility Parallel UT of Hannah Creek ®Nos 0 4660 B3 ® PEI T Utility Crossing UT of Hannah Creek ? Yes ® No 0 0 B4 ? P ® T Utility Crossing UT of Hannah Creek ? Yes ® No 2100 1400 E35 ® P ? T Utility Parallel UT of Hannah Creek ® Yes ? No 11,230 8,430 B6 ? P ® T Utility Crossing UT of Hannah Creek ? Yes ® No 1200 800 6h. Total buffer impacts 14,530 15,290 61. Comments: Two (2) Zone 1 impacts are at perpendicular stream crossings where < 40 LF of stream is impacted. The largest Zone 1 impact is parallel to the stream, and is shown on drawing sheet C10. Page 5 of 10 PCN Form -- Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The forcemain is designed to run primarily in NCDOT right-of-way so that any impacts to streams or riparian buffers will almost entirely be on land which is already maintained. Where the line is more cost-effectively run outside of existing right-of way, care was taken to keep any stream crossings perpendicular. Where it became necessary to parallel a stream within the buffer zone, the line location was placed within the Zone 2 buffer. In one location it was necessary to parallel within the zone 1 buffer. This was unavoidable due to concerns on the part of the land owner. Zone 1 buffer at this location was imparted by design only to the extent necessary to satisfy the land owner. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. All perennial stream crossings (UT of Hannah Creek and Past Mingo Creek) will be directionally drilled. Intermittent streams which are to be open cut will require the contractor to install an appropriate bypass during construction, and proper soil and erosion control techniques will be in place to prevent any degradation of stream quality. Following construction, the stream bed and all surrounding area will be restored to its original condition. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ® Yes ? No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ® DWQ ? Corps ® Mitigation bank 2c. If yes, which mitigation option will be used for this ? Payment to in-lieu fee program project? ? Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Umbrella Riparian Buffer Bank: Lane Island 3b. Credits Purchased (attach receipt and letter) Type Riparian Buffer Quantity 33,690 3c. Comments: N/A 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ? Yes 4b. Stream mitigation requested: N/A linear feet 4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold 4d. Buffer mitigation requested (DWQ only): N/A square feet 4e. Riparian wetland mitigation requested: N/A acres 4f. Non-riparian wetland mitigation requested: N/A acres 4g. Coastal (tidal) wetland mitigation requested: N/A acres 4h. Comments: N/A 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. N/A Page 6 of 10 PCN Form -Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by IRWQ Ga. Will the project result in an impact within a profeci?u IipailLn buffer ttlut re wires X Yes U P.o buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 Utility Parallel 11,230 3 (2 for Catawba) 33,690 Zone 2 NIA 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). Private Mitigation Bank 6h. Comments: N/A Page 7 of 10 PCN Form -Version 1.3 December 10, 2008 Version N N NOW OR FORMERt_Y: NOW OR FORMERLY: WILLiS CHESTER LEE JR ~~(y~ ~ @Y~4 AND WIFE E DALE PARKER ~+r"l ...~7 9EG ..J ' q ~m ~ ~ PIN 153908-7$-8972 PIN 153907-69-8256 ®~X ~ W txn0 BK: 727 PG: 506 BK: 3029 PG: 748 2u"' ®~~'~l pEhR.WAtERdUALiTY RP~H ND6f~'DST~4~"~~~TG~R 1fi~Tl~ ~ ~ ~ 3 ~o. `~iy 6l$ `cn v z g _ 0 ~ 9S~yF , ~ iYY/f/ ® ~ p ti~ . /ai / l~/ ~ i W ~ i i ~ 0 Z ~ ~ i i i ~ ~ W ~ J~~ • fibs , ~ yQv C~ .tic 00~, ~ QTR ,f, A~oA x~i ~ ,off Q ~0 Q ~G 5q~ E~\ .NEW 10" SDR 21 PVC:: ~ X 36" OAK FORCE MAIN F+ ~ ~ ~ ~ ~ o\ NEW 140 LF OF 24 STEEL A T I PE WITH 140 LF OF ~ ~ ENC SEMEN P LIMITS OF S'~ a~~\~~ ~ 'I- PP ~ 0 MJ DI FORCEMAIN ~ PROVIDE RO ~,Ff DRY BORE AND JACK) ~ + CHECK DAM TYP) `~o CLEARING (TYP) ~ ~~~°~/ao,~~ , ~o~, ~ N ~ + ~ ~ d' ~ .coos ~ , ~ ~ cYs TEM . n o `tiF P 10° X 10" RECEIVING PIT ~ N 1 ~ NEW 10 11.25 BEND W/ 35 LF SILT FENCE Q ~ ~ NEW 10" 45° BEND ~ 4 z M '0 + Ex ~ (fti ED A VALVE NEW 10 MJ G TE p ~ X AND COVER y ~ Ex wooosuNE W/ VALVE BO 60' NEUSE RIPARtAN BUFFER Uy \ 2 ~ EX 48" TWIN OAK ~ / \ z :>M ~ i _ (ti TOP OF BANK EQUALITY G 2 k X 5TA 126+50=STA 500+00 n a ~F+ _ _ 1.~6+00 ~ ~ / _ _ ~ + ~a A a p p 133+00 ___=-1 ~+-04-- NEW 10 90 BENDS Z N ~ 132+D0 - - - EX 36 OAK EX 36"-OAK ~ ~ \ ~y~~, / 1\ ~ a ~ ~ ~ F l ~ ' EX 6" SANITARY FORCE MAIN \ ~ m rn ~ 1-~~~ a ® ~ ~ q ~ 13 a - ® NEW 10 11.25 BEND ~ Z PASTURE Q-1'OD ""'a ~ k +Dp-------------~ ~ ~ y ~ EQUALITY 2 _ 13 - _ _ r ------~~-DD------------ - _ - ,s ` "o< ~P STA 511+32 =STA 137+90 = z _ ~ w ~ ELEC FENCE Q _ 6 ~i X k~ / ~ ~ m ~'}ev w3 ...__~X ~X..-..,.X _""r EX DITCH ..X. ~...YL \ X---F. ~ BRICK ' ~ ~ ~ ~ EX DITCH ~~'yEADwALL , \ z ~ 129 a Q1-~0~-' N x--"".....' _ r'e. - i1 ` ~ _ 3'- ~ ~ a X ,yam - o Ex ELEC, FE~__--- EX„CREEK,_,,...... 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