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HomeMy WebLinkAboutWQ0022873_Comments_20181119 CAPE FEAR RECEIVED/DENRiDWR ENGINEERING NOV 192018 151 Poole Rd.,Suite 100;BehMMUe,NC,28451 TEL(910)383-1044;FAX(910)383-1045 Water Resources www.cgoefearengineedng.com Permitting Section Transmittal To: NCDEQ -Division of Water Resources Date: November 12, 2018 PERCS Unit File: 427-05 "34" 1617 Mail Service Center Subject: Cameron Woods Raleigh, NC 27699-1617 Phase 5 Attn: Monti Hassan, P.E. Sewer Permitting ❑As Requested ❑ For Your Files ❑ For Distribution ® For your Review/Action/Approval ❑ Sent via Mail ❑ Sent via Courier Quantity Drawing No. Description 1 Copy Response Letter 1 Copy Updated Approved Flow Reduction Letter 1 Copy Submitted Certification Package for W00022873 2 Copies Revised Construction Plan Sheet, 1 Full Size, 1 Reduced 1 Copy Data Compact Disc RECEIVEDIDENi /UW.R NOV 19 2018 Water Resources Permitting Section REMARKS Please find the enclosed documents for your review. If you have any questions or require additional information, please contact our office. Thank you. Cape Fear En meering, Inc. File 427-05 "34" Signed: 110 W Jennife )Williams, P.E. Received By: Date: November 12, 2018 Monti Hassan Environmental Engineer PERCS Unit Division of Water Resources Subject: Cameron Woods— Phase 5 Sewer Permit Response Letter Monti, Below are my responses to your comments dated October 23, 2018 on the Cameron Woods Phase 5 sewer permit submittal. Please let me know if you have any additional questions or need anything else. General Review: 1. Please provide a set of revised, final plans and specifications on digital media (CD or other digital format) for our records. Response: The revised plan sheet has been included on a CD. 2. Please note that Brunswick County has recently received a new flow reduction approval. A copy of the letter is attached. Please submit the new letter with any future projects located in Brunswick County where the applicant is the county. Response: The revised letter has been included with this resubmittal and will be included with all future submissions. 3. It appears that the Division is yet to receive the final certification for the downstream sewer (Permit No.WQ0022873). Please note that the project shall not be considered complete nor allowed to operate in accordance with Condition 7 of the permit until the Division has received the final certification. Please provide engineers certification as soon as possible, per 15A NCAC 02T.0116. I. Also, please note that no wastewater flow shall be made tributary to the subject sanitary sewer extension until the downstream sewer is constructed, operational, and the engineers certification has been received by the Division, per 15A NCAC 02T 0116 Response: Our files indicate that the certification for Permit No. WO0022873 was sent to NCDENR on October 27, 2010. I have included the FedEx Receipt and the submitted package which includes the engineer's certification. 4. Please be advised that the Flow Tracking for Sewer Extension Applications form (FTSE 10-18) has been updated as of October 2018 The updated form is available on our website and is attached to this email. Please use this form for all future sewer extension applications. No response is necessary for this comment Response: Noted. Calculations/Plans: I It appears that the provided hydraulic modeling (Attachment B) was completed with the same modeling information from Cameron Woods Phase 3B. Please revise as necessary Please note that Cameron Woods Phase 5 is a specific neighborhood/phase of development located within the overall Waterbrook Woods low pressure sewer system. The 33 units associated with Phase 5 are included in the overall hydraulic modeling of the entire Waterbrook Woods project and downstream sewer system. Therefore, Attachment B will be the same as previously submitted. Please see page 10 of Attachment B. This shows that Phase 5 is included in the model. 2 Wet well anti-floatation ballast details appear to be missing on plan sheet C-507. Please provide updated plan sheet to include ballast details per the calculation provided. C-503 has been updated to include the anti-floatation ballast details. C-507 doesn't show the ballast—therefore I updated it on C-503 where it is shown. I trust that these responses are sufficient for you to complete the review of this permit submittal. Please let me know if you require any additional information. Sincerely, q/(}YU 0 aLLO-AfrviD Jennifer Williams, PE >o coop Governor MICHAEL S. REGAN Secretary ENv otrErR-�aourceEry LINDA CULPEPPER Interim Director May 23,2018 Ann B. Hardy,County Manager Brunswick County P.O. Box 249 Bolivia, NC 28422 Subject: Adjusted Daily Sewage Flow Rate Approval Brunswick County(WQCS00284) Dear Ms. Hardy On February 16,2018,the Division of Water Resources(Division)initiated a review of the existing Brunswick County flow reductions to develop a comprehensive flow reduction that would apply to all permitted but not yet tributary residential connections and all future residential connections within the Brunswick County service area.In accordance with 15A NCAC 02T.0114(0(2),the Division has evaluated the existing flow reductions as granted to various portions of Brunswick County,and based on input from the Wilmington Regional Office as well as historical data for the county and the Division of Water Infrastructure(DWI)guidance,the Division hereby approves for use by Brunswick County an adjusted daily sewage design flow rate with the following conditions: • The flow reduction is applicable to residential single family dwellings only. • The minimum flow for 1 and 2 bedroom dwellings shall be 140 gallons per day. • Each additional bedroom above two bedrooms shall increase the volume by 70 gallons per day per bedroom (e.g.three bedroom homes shall utilize 210 gallons per day). • This flow reduction shall not apply to sewer extension applications and/or permits for any other public or private organizations whose wastewater flows are or might become tributary to Brunswick County collection system(WQCS00284). o The flow reduction may be applied to sewer extension applications and/or permits` where the permitted development shall be transferred to Brunswick County upon completion. • This flow reduction is only applicable for developments with flows tributary to the current existing wastewater treatment facilities, and shall supersede any previous flow reductions granted to developments tributary to the following treatment plants: o Carolina Shores WWTP(NC0044873) o Northeast Brunswick Regional WWTP(N00086819) o Shallotte WWTF(WQ000798) o Ocean Isle Beach WWTF(WQ0006085) r r'` otfsi�a Gornpares,-- State of North Carolina I Environmental Quality I Water Resources 1617 Mail Service Center I Raleigh,North Carolina 27699-1617 919-807-6300 ^ . s :i;E �.3 .e-. 33`._ a h,, +,.q.._+.W ._.r'. .,... _.• ..., -..,. t.. .. w..=s K..� ..',..- d^•.1. +.. «...ca_ ...+._..r ..�., _�`.. .... "TZ::' .._ _ Brunswick County WCCSu0284 o Sea Trail WWTF(WQ0012748) o West Brunswick Regional WRF(WQ0023693) • Per 15A NCAC 02T.0114(e)(2),this flow reduction shall not apply to residential property on barrier islands and similar communities located south or east of the Atlantic Intracoastal Waterway used as a vacation rental as defined in G.S.42A-4.Such residences shall use 120 gallons per day per habitable room. • Previous flow reductions as listed in the March 18,2004 flow reduction approval for 904 Georgetown(185 GPD per 3-bedroom unit)and Bald Head Island (305 GPD per unit)shall remain in place,as they do not connect to Brunswick County's collection system. • This flow reduction must be reevaluated and approved by the Division prior to application to any future Brunswick County treatment facilities. Future sewer extension applications should be made using the flow reduction amount stated above. All other aspects of the permitting process remain unchanged,and all applications must comply with the statues, rules, regulations and minimum design criteria as certified by the owner and engineer. Regardless of the adiusted design daily wastewater flow rate,at no time shall the wastewater flows exceed the effluent defined in the permit for the treatment facility or exceed the capacity of the sewers downstream of any new sewer extension or service connection(s). The granting of this flow reduction does not prohibit the Division from reopening, revoking, reissuing and/or modifying the flow reduction as allowed by the laws, rules,and regulations contained in 15A NCAC 02T, NCGS 143-215.1,or as needed to address changes in State and/or Federal regulations with respect to wastewater collection systems, protection of surface waters and/or wastewater treatment. If you have any questions,please contact Christyn Fertenbaugh, P.E.,at(919)807-6312,or via email at Christvn.Fertenbaught ncdenr.gov. Sincerely, &AtA.AI, ....4k-Q.-- for Linda Culpepper Interim Director, Division of Water Resources by Deborah Gore,Supervisor Pretreatment, Emergency Response and Collection Systems Branch Cc: William Pinnix, P.E., Brunswick County(Williiam_Pinnix@brunswickcountync.gov) John Nichols, P.E., Brunswick County(John.NichoisPbrunswickcountvnc.gov) Wilmington Regional Office,Water Quality Regional Operations Central Files-Brunswick County Collection System(WQCS00284) Central Files—NC0044873,N00086819,WQ0000798,WQ0006085,WQ0012748,WQ0023693 PERCS(electronic copy) Page 2 of 2 r �r�,�.,� vy,-?aa' OS .--n ttrn t7�a :,5 eHON X44 i iTki �iyii^c� I 'I _ u9d.ownVI no0 „f"l iiiVig ii.e1?iFY••.D.r,.tit F! °41)F46! 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TEL (910)383-1044 df FAX(910)383-1045_ P www.capefearengineering.co'm „Ys s. «$ Transmittal To:a,"New Construction Grants and Loans %Date: October 27, 2010 1633_Mail=Service_Center___._.__ ___.__ File:___._ Raleigh, NC 27699-1633 „ .. ' Subject: Final Sewer Certification - Ocean Ridge Plantation — Attn: Mr. Adrian Eaton,. ;,, "r Phase V Section 2 "�,a " -Brunswick-County 0 As Requested ❑ For Your Files ❑ For Distribution ® For your Review/Action/Approval ® Sent via Mail ❑ Sent via Courier Quantity Drawing No. Description 1 Original Final Engineer's Certification 1 Copy As-built Plans - J A - os2-t - T c:W-tc,e SIa -c3cI IS RECEIVED/DENRIDWR NOV 19 2018 Water Resources Permitting Section REMARKS Attached, please find the above noted information. If you have any questions, please call our office at (910) 383-1044.Thank you. CC: File(810-0521 "34") Cape Fear Engineering, Inc Becky Noble G �10�j7 Signed: �L Matthew Haley, El Received By: Date: P:\8101810-0512AWdmin\Sewer\CERTIFICATIONS\trans-NCDENR-SEWER_10-27-10.doc BRUNSWICK COUNTY CONSTRUCTION CHECK CGS ' Project: oce/1r► Rrpcc Phase: v set-I.- Engineer: F ?`'1 G. tAv is pe. wact/eltzBRe0V- hloc'DS CAPE feA z ENG\ lmE Water/ ewe Both Substantial Completion fil MECO:v. V. Engineering Certification for Water and / o IJ ilk Bacteriological Tests ( Originals, N.C. Licensed Lab) ✓ All Testing Results ( NatE= �U�ShII[.L Co . MSS O{2‘GtNAt) Substantial Completion Walk Through ✓ Indemnity Agreement for Water and /or Sewer Copy of Utility License / Certificate of Insurance (Contractor) As-builts (paper) and Autocad Disk Final Acceptance Deed of Dedication & Affidavit Check for recording fees Final Walk Through Revised As-builts (if any changes were made) Fixed Assets Amount (Materials Only) Iviodifled permit No. WQ0022873 Obean Ridge Piantation Phase 5 Waterbrook Woods Subdivision Sections 1 &2 Issued June 10,2008 • ') ENGINEER'S CERTIFICATION (Fl rJ A L I, R R`l G. DAVIS ,as a duly registered Professional Engineer in the State of North Carolina,haying been authorized to observe(riodicall weekly/full time)the construction of the low pressure sewer collection system serving the Ocean Ridge Plantation Phase-5 Waterbrook Woods Subdivision Sections I &2,located in Brunswick County,hereby state that to the best of my abilities,due care and diligence was used in the observation of the following construction: NOTE: 74-le REtro{.f c2u1NNTt-cLES tnlt. DE SEc. oh1 I FFA RTI Apt,., ccR'tt'FtC AI I Or01Q bktED (al (o, Tt construction and operation of a pressure sewer collection system consisting of approximately l 1 233 linear feet of I.5-inch pressure sewer pipe,approximately 1ghh4.linear feet of 2-inch pressure sewer pipe,approximately 2.I o linear feet of 2.5-inch pressure sewer pipe, approximately 21 t2 linear feet of 3-inch pressure sewer pipe,approximately 21.15 linear feet of 4-inch pressure sewer pipe,approximately IFS 4'1inear feet of 6-inch pressure sewer pipe, 182 semi positive displacement simplex grinder pump stations with on-site audible and visual high water alarms,to serve 181 single family 3-bedroom residencies(65,160 GPD)and one guard house amenity(75 GPD) as a part of Ocean Ridge Plantation Phase 5 Waterbrook Woods Subdivision Sections 1 and 2,and in conformity with the project plans,specifications,and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources. I certify that the constructionq the above referenced project was observed to be built within substantial corn.liance .nd Oat-nt of the approved plans and specifications. pu cc Signature m,.1 �� Registration No. t' 7 Date \ '2 (o\ At.V Xau 90:tai(CAPS,.` X00 ... c . :, `%;:, • I „AD. Mail this Certification to: DENR/DWQ Construction Grants&Loans Section Affm 1633 Mail Service Center Raleigh,North Carolina 27699-1633. ttilit , 11 "`Illmw Note: If the wastewater collection permit was issued to a private entity under an Operational Agreement with the Environmental Management Commission,then a copy of the Articles of Incorporation, Declarations,and Bylaws that have been properly filed with the applicable County's Register of Deeds shall be submitted with this certification. GM Er' not Veer 0.artitst No _ . ---, 2010 6746 1. 411001111k1 01( 0 :-i-- .,....„,... • .: • 4400AM0114: '.... 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January li 2010 f ..ii .-• Lle,6/ . , . . 1 '.7' ..Or ; . ., -7j.. . . : :.. iliVinglenetsgigut be alkrth. i 0\ _ .. , • i. • 1 I.,, , ,-- . . -,...,- 'kg i 4v...);• - -,-0, *. . ..2... , c'acti-"-511 - • - ‘.‘ .''1111%11.i'11.776..-• '.°' ." tgr,.F,, . - fLvTP7.41 enretargli .... * - .. - ..\ ittu..... . qi ., i;• " f2;:mern, Egrimmr... "fhl CAROL' -•'- ____— \‘,_ ee'te, OlFe -'•- , —....,------- tr"--cit „...... ....e223 • e + 9r O CERTIFICATE OF LIAIIILITY I MS LIRAIICE OP ID EX A LA.,e,MNI, rrrr7 s HORNE-9 ' 06 "i2 10 PRODUCEI4 .. - TL t1 �., I�i.- IJ r 1 r.hr}1_} ',,i i �Tgwan, - ,1 ' ONLY AND CONFORS NO Ia;,[;HTS WON TG E CfR6uFOP o-, EZA eSotap HOLDER.TM CLRTMATE IDOL'S NOT AMEND,EXTLND OR 827 Gum Branch Rd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Jacksonville NC 28540-0000 Phone:910-455-7576 Fax:910-455-7481 INSURERS AFFORDING COVERAGE NAIC 41 INSURED INSURER A: FCCI Insurance Group 10178 INSURERS: The Hanover Ins. Group 22292 Prank horne Construction Inc INSURER G �---, KathyY P.Q. Sox 338 INSURER D: � `� ; ��i P y Fair Bluff NC 28439-0338 p� I- INSURERS: e...__J OUP. 114.9 COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED MOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTAp � IN TYPE OF INSURANCE POLICY NUMBER DATE(A�MIDDIYYV DA MID TI UNITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 _ A : COMMERCIAL GENERAL LIABILITY CPP0005733 12/30/09 12/30/10 PREMIs (oeclur nce) $ 100,000 ■.CLAIMS MADE 0 OCCUR MED EXP(Anyone person)_$ 5,000 OPD Dad $1,000 PERSONAL&AOVINJURY $ 1,000,000 ■ GENERAL AGGREGATE $ 2,000,000 _ GEMLAGGREGATE�UMfTAPPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY la l El: n LOC _ AUTOMOBILELIABIUTY A 0 NM= CA0006517 12/30/09 12/30/10 _(Eaeadda�)NGtsuMrr S 1,000,000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per pai on) $ Ei HIRED AUTOS BODILY INJURY ■NONOWNEDAUfOS (Per accident) $ A 0 Physical Damage CA0006817 12/30/09 12/30/10 PROPERTY DAMAGE (Per=Meat) $ GARAGELTABIUTY AUTO ONLY-EAACCIDENr $ ■ANY AUTO OTHER THAN EA ACC$ AUTO ONLY: AGO S EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $5,000,000 A II OCCUR 0 CLAIMS MADE UNB0003745 12/30/09 12/30/10 AGGREGATE $5x000,000 — S ■DEDUCTIBLE $ - RETENTION $10,000 $ •- ,=-=COMPENSATION X WRYLIAMIw- um - AND EMPLOYERS LIABILITYY IN ER A ANY T: ART E Ecurn 56012 12/30/09 12/30/10 E.LEACHACGDENT $500,000 DERIMEMBER EXCLUDED? PYyRIeM�,�s� LLJJ E.L DISEASE-EA EMPLOYEE$500,000 SPEgILLPROVISIONSbelow E.LDISEASE-POLICY LIMIT $500,000 OTHER B Install Floater IHR697574600 12/30/09 12/30/10 $100,000 $1000 Ded B Leased/Rent Equip IHR697574600 12/30/09 12/30/10 $500,0-, $1000 Dad DESCRIPTION OP OPERATIONS I LOCATIONS!VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS F- FR 6 fpn i CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DAVIDRI DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 15 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE ND OBLIGATION OR LIABILITY OFANY KIND UPON THE INSURER,ITS AGENTS OR David King 5724 Kingtown Road SW REPRESENrATRIES. Ash NC 28420 AUTHORNTAW ACORD 251(2009/01) ®1988-2009-A/889988 C0' RD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DS ' y4H 141 ORG�O it „, 0D RD. gt .�. r i . 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I -.. _ AGR3SNATQI CAPE FEAR OEfNL WS-,T_®% "��" � ooh o ENGINEERING a _ L ...- ... �� ...,o^ RENTOTE VENT DETAIL�s.:3(A) 0 g r) ® 1 �0 151 Pods Rd.,Su0e 100:B MIk.NC,28451 e .�^. . �.��,m�• _ _ "'""^, ,,,.,., ••"• U .0 U TEL(910)383-1044;FAX(910)3831045 w$7J'iner.r, g.'4s, rmC.= 3 C ..^-.r.=IV 412 L" � ==�==`====- 3 r3 K el"N.c B627DDID ^"•ir` 2 6.^-I '�o I V rw •-�••.� .. PROJECT .. .... ."e°,..._..... Imo'• x -saw-,�_. �:0:. ,r e. •o `oto:: ,,,_.. —. a .i,.-Ds Al ■.JiltAi✓�• w.. co ., ...MIL MIMI SCALE NTS USW DATE tur2slO,S tL :fl - _- _� . - ' m ill �T^j 11 'AM .-. I = a—s—_�...,° d -._�=-4= ma ��_ —.. / \ CAMERON WOODS .. . �� :ma37r1_ ® � PHASE 5 s —gym al.. l +'�+u..�_.m 1.rte... A+..n ]SPPNG 3fsI,E&VN W AWN.Y IAPf'SSIG SADDIFS&VA:K A.571.1 Y �'•^•, DETALL WS-1O DETNI WS-19 i LOW PRESSURE SEWER CONNECTION TYPICAL RESIDENTIAL GRINDER RUE STATION LIX•APON \ \ DETAIL S-12 DETAIL 5-,1 UTILITY \a - - _._ ' 6a� -- -- _ _ ----- -------- - --- DETAILS- 1 ( �a ,.P l 427-05 C-503 , L -