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HomeMy WebLinkAboutWQ0036208_Final Permit_20121106AW NGDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Charles vVakild, P. E. Governor Director November 6, 2012 MS. STEPHANIE SUDANo, PE - DIRECTOR OF ENGINEERING TOWN OF HOLLY SPRINGS PO Box 8 HOLLY SI'RiNGS, NC 27607 Dear Ms. Sudano: Dee Freeman Secretary Subject: Permit No. WQ0036208 Twelve Oaks Phase 2B, 2C, 2D Reuse Distribution Line System Wake County In accordance with your permit application request received October 15, 2012 we are forwarding herewith Permit No. WQ0036208 dated November 6, 2012, to the Town of Holly Springs for the construction and operation of the subject reclaimed water distribution lines. If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee has the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding. One set of approved plans and specifications is being forwarded to you. If you need additional information concerning this matter, please contact Cory Larsen at (919) 807-6362 or cory.larsen@ncdenr.gov. Sincerely, Charles Wakild, PE cc: Wake County Health Department Raleigh Regional Office, Aquifer Protection Section Thomas Spaulding, PE, Spaulding & Norris, PA, 972 Trinity Road, Raleigh, NC 27607 Permit File WQ0036208 Notebook File WQ0036208 AQUIFER PROTECTION SECTION 1636 Mail Service Center, Raleigh, North Carolina 27699-1636 Location: 512 N. Salisbury St., Raleigh, North Carolina 27604 One Phone: 919-807-64641 FAX: 919-807-6498 NorttharOtina Internet: wm.ncwatergualify.org AnEquafOpporl*tylAffirmaliveAction Employer A(tur,"li/li k4o NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH CONSTRUCTION OF RECLA MFD WATER DISTRIBUTION LINES PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules and Regulations PERMISSION IS HEREBY GRANTED TO Town of Holly Springs Wake County FOR THE construction and operation of a reclaimed water distribution system for residential irrigation consisting of: 1,680 linear feet (LF) of 6 -inch reclaimed water line and 660 LF of 4 -inch reclaimed water line (both Iines constructed of PVC and ductile iron pipe where necessary), and all associated piping, valves and appurtenances; to serve the Twelve Oaks Phase 2B, 2C and 2D Subdivision in Holly Springs, North Carolina, with no discharge of wastes to surface waters, pursuant to the application received October 15, 2012 and in conformity with the project plans, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. I. SCHEDULES 1. In accordance with 15A NCAC 02T .0 116, upon completion of construction and prior to operation of the new reclaimed water distribution lines, a certification (attached) shall be submitted from a licensed North Carolina Professional Engineer certifying that the permitted facility bas been installed in accordance with this permit, Division approved plans and specifications, and other supporting documentation, including the location of all monitoring wells as applicable. If this project is to be completed in phases and partially certified, the Permittee shall retain the responsibility to track further construction approved under the same permit, and shall provide a final certificate of completion once the entire project has been com 1p eted. Mail the Certification to the Division of Water Quality, Aquifer Protection Section, 1636 Mail Service Center, Raleigh, NC 27699-1636. 2. Operation of this reclaimed water distribution line shall be contingent upon proper construction and operation of approved reclaimed water distribution lines immediately upstream and downstream of the line approved herein. Future upstream and downstream reclaimed water distribution lines specifications shall include quality assurance testing procedures, and those procedures shall be used prior to operation of this reclaimed water distribution line. WQ0036208 Version 1.0 Shell Version 120224 Page 1 of 6 El. PERFORMANCE STANDARDS The subject reclaimed water facilities shall be effectively maintained and operated at all times so there is no discharge to surface waters, nor any contravention of groundwater or surface water standards. In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improper operation and maintenance, or failure of the utilization areas to adequately assimilate the reclaimed water, the Permittee shall take immediate corrective actions including Division required actions, such as the construction of additional or replacement reclaimed water distribution facilities. 2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface water resulting from the operation of this reclaimed water distribution line. 3. Construction of the reclaimed water distribution line permitted herein shall be scheduled as not to interrupt service of existing utilities, or result in an overflow or bypass discharge of reclaimed water to surface waters of the State. 4. The following shall be requirements for the reclaimed water distribution facilities: a. All reclaimed water valves, storage facilities and outlets shall be tagged or labeled to warn the public or employees that reclaimed water is not intended for drinking. Where appropriate, such warning shall inform the public or employees to avoid contact with reclaimed water. b. All reclaimed water piping, valves, outlets and other appurtenances shall be color -coded, taped or otherwise marked to identify the source of the water as being reclaimed water. i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone 522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER — DO NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and repeated every three feet or less. ii. Identification tape shall be at least three inches wide and have white or black lettering on purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER -- DO NOT DRINK. Identification tape shall be installed on top of reclaimed water pipelines, fastened at least every 10 feet to each pipe length and run continuously the entire length of the pipe. iii. Existing underground distribution systems retrofitted for the purpose of distributing reclaimed water shall be taped or otherwise identified as noted above. This identification need not extend the entire length of the distribution system, but shall be incorporated within 10 feet of crossing any potable water supply line or sanitary sewer line. c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits operation by authorized personnel only. d. Above -ground hose bibs (i.e., spigots or other hand -operated connections) shall not be present. Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled non -potable. As an alternative to the use of locked below -grade vaults with standard hose bibs services, hose bibs, which can only be operated by a special tool or connected to a special hose connection, may be placed in non -lockable underground services boxes clearly labeled non -potable. S. No direct cross -connections shall be allowed between the reclaimed water and potable water systems, unless such connection has been approved by the Department pursuant to 15A NCAC 18C .040& 6. Reclaimed water distribution lines shall be located at least 10 feet horizontally from and 18 inches below any water line where practicable. Where these separation distances cannot be met, the piping and integrity testing procedures shall meet water main standards in accordance with 15A NCAC 18C. WQ0036208 Version 1.0 Shell Version 120224 Page 2 of 6 7. Reclaimed water distribution lines shall not be less than 100 feet from a well unless the piping and integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but in no case shall they be less than 25 feet from a private well or 50 feet from a public well. 8. Reclaimed water distribution lines shall be located at least two feet horizontally from and 18 inches above any sewer line where practicable. Where these separation distances cannot be met, the piping and integrity testing procedures shall meet water main standards in accordance with 15A NCAC 18C. 9. The facilities permitted herein shall be constructed according to the following setbacks: a. The separation distances for reclaimed water distribution lines permitted herein shall be as follows (distances as specified) a: i. Any potable water line (horizontal): 10 feet ii. Any potable water line (vertical -- reclaimed below potable water): 18 inches iii. Any well with exception of monitoring wells: 100 feet iv. Any sewer line (horizontal): 2 feet v. Any sewer line (vertical -- reclaimed over sewer): 18 inches In any instance where the above separation distances cannot be met, the piping and integrity testing procedures shall meet water main standards in accordance with 15A NCAC 18C, but in no case shall reclaimed distribution lines be less than 25 feet from a private well or 50 feet from a public well. OPERATION AND MAINTENANCE REQUIREMENTS 1. The reclaimed water distributed in the line(s) permitted herein shall be treated at the Utley Creek WWTP (WQ0032289) prior to being utilized. 2. The reclaimed water distribution line(s) permitted herein shall be properly maintained and operated at all times_ To ensure proper operation and maintenance, the Permittee shall perform the following: a. A map of the reclaimed water distribution line shall be developed. If part of a broader reclaimed water distribution system, this line shall be added(s) to the regional map and said map shall be actively maintained. b. An operation and maintenance plan shall be developed and implemented. c. A general observation of the entire reclaimed distribution system shall be conducted at least once per year. d. Inspection and maintenance records shall be maintained for a period of at least three years. e. Bypasses shall be reported to the appropriate Division regional office in accordance with 15A NCAC 2B .0506(a). IV. MONITORING AND REPORTING REQUIItMENTS 1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water analyses) necessary to ensure groundwater and surface water protection shall be established, and an acceptable sampling reporting schedule shall be followed. WQ0036208 Version 1.0 Shell Version 120224 Page 3 of 6 2. Noncompliance Notification: The Permittee shall report by telephone to the Raleigh Regional Office, telephone number (919) 791- 4200, as soon as possible, but in no case more than 24 hours, or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Any failure resulting in a discharge of reclaimed water directly to surface waters. b. Any failure, due to known or unknown reasons, that renders the reclaimed water distribution line(s) incapable of adequately transporting the reclaimed water (e.g., mechanical or electrical failures, line blockages or breaks, etc.); Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency Response personnel at telephone number (800) 662-7956, (800) 858-0368, or (919) 7333300. Persons reporting such occurrences by telephone shall also file a written report in letter form within five days following first knowledge of the occurrence. This report shall outline the actions taken or proposed to be taken to ensure the problem does not recur. V. INSPECTIONS 1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the reclaimed water distribution line(s). 2. The Permittee or their designee shall inspect the reclaimed water distribution line(s), to prevent malfunction, facility deterioration and operator errors resulting in discharges, which may cause the release of wastes to the environment, a threat to human health or a public nuisance. The Permittee shall maintain an inspection log that includes, at a minimum, the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken. The Permittee shall maintain this inspection log for a period of five years from the date of the inspection, and this log shall be made available to the Division upon request. 3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the reclaimed water distribution line(s) permitted herein at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records required to be maintained under the terms and conditions of this permit, and may collect groundwater, surface water or leachate samples. VI. GENERAL CONDITIONS 1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statutes 143- 215.6A to 143-215.6C. 2. This permit shall become voidable if the permitted facilities are not constructed in accordance with the conditions of this permit, the Division approved plans and specifications, and other supporting documentation. This permit is effective only with respect to the nature and volume of wastes described in the permit application, Division approved plans and specifications, and other supporting documentation. No variances to applicable rules governing the construction or operation of the permitted facilities are granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T .0105(n). WQP036208 Version 1.0 Shell Version 120224 Page 4 of 6 4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies (e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under the Division's General Permit NCG010000; any requirements pertaining to wetlands under 15A NCAC 02B .0200 and 02H .0500; National Pollutant Discharge Elimination System (NPDES) requirements under 15A NCAC 02H.0100, and documentation of compliance with Article 21 Part 6 of Chapter 143 of the General Statutes. 5. In the event the permitted facilities change ownership or the Permittee changes their name, a written permit modification request shall be submitted to the Division. This request shall be made on official Division forms, and shall include appropriate property ownership documentation and other supporting documentation as necessary. The Permittee of record shall remain fully responsible for maintaining and operating the facilities permitted herein until a permit is issued to the new owner. 6: The Permittee shall retain a set of Division approved plans and specifications for the life of the facilities permitted herein. Permit issued this the 6t' day of November 2012. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION 91 aissef1d, P.E., Director DivWater Quality By Authority of the Environmental Management Commission Permit Number WQ0036208 WQ0036209 Version 1.0 Shell Version 120224 Page 5 of 6 Permit No. WQ0036208 Reuse Distribution Line Town of Holly Springs November 6, 2012 Twelve Oaks Phase 213, 2C, 2D Subdivision Wake County ENGINEERING CERTIFICATION ❑ Partial ❑ Final In accordance with 15A NCAC 02T .0 116, I,_ as a duly registered Professional Engineer in the State of North Carolina, having the Permittee's authorization to ❑ periodically ❑ weekly ❑ fully observe the construction of the permitted facility, hereby state to the best of my abilities that due care and diligence was used in the observation of the construction, such that the facility was built within substantial compliance and intent of this permit, the Division approved plans and specifications, and other supporting documentation. ❑ Any variation to this permit, the Division approved plans and specifications, and other supporting documentation has been documented in the attached as -built drawings, and shall serve as the Permittee's minor modification request to amend the permit accordingly. Provide a brief narrative description of any variations: Professional Engineer's Name Engineering Firm THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY AQUIFER PROTECTION SECTION LAND APPLICATION UNIT By U.S. Postal Service: 1636 MAIL SERVICE CENTER By Courier/Special Delive : 512 N. SALISBURY STREET RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604 WQ0036208 Version 1.0 Shell Version 120224 Page 6 of 6 I y m �:- t ! ����� b3, II �Nrn i tftF s35 I I 53' • :�' �� �-- �Fg f1 -- - `_ Isi- 333 i!1 f r r 1 h 1 I sa1Vl. I f I' i1F OF HOLLY SPRINGS STANDALIRDS AND SPECIFICATSON5. rp '-••1 r "'" ^^ - --I r• ll4 y I, I I I I € 1 I� � t� � �r• � �� eao i �) _�sl ,f1 I, I I ly1 "S, GEOMETRICS- B ONLY. 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TEST BACK TO VALVE ! �T t,_`•r FUTURE SSwE /! /,_'-`A�lNT£RSECTION F / FUTURE wfq_ `� ., FUTURE SEWER�•� i _e vvv if T f PH 2J ta 400- �� al d 111 11 1 F U t RE r / r + IUTURE PHItl ,Ipcuac-- ' 430 STORM DHAtNAGE EASEMENT- •} 429 \ I 4 i2"DtPWATERLINE, r, 4288,c�m PVC REUSE / r DRAINAGE t EASEMENT s' I i \ SE'VYFR NMI ` S OK E.SCTr if 9R Vk.VCS AT NL R YKYFS AT MM % n{5 sIB9lwsw+ 5 W 1HE AM= 9ASOL ROADWAY moss -=a MXXIRDAXM FOR ,rte .IEA WID T1E0�` Of n[ ,G.W`S 1,PAAL CROSS.-SIL1tlY. rnu4r0 mlBS4a,IQ1. a-Yglrt 4r ILL K 1K FOtLOr•I{x ADOrIpIML FAFIR�, E}IRa SIME 1FIBAR. A!A FRI aYCT591FtID WAru Iss aCTAL ABG BA^AFll AW TAOMC A40'aG W,AnLaf1 S (A) LAVBEY IFIFRAIILTt OF 'F4FN5 MU IMTFR 41144 VAT11 "IIS 111L SE LRA TT IIAsI 10 fFU1rRAli CRo+ F]PSTkt oP ITtor'fISTD W. , T35 I m.: LOFAHipr! OR BIAT4ER� PALVST' A -{ ,1 LA CWL-:iTAA/.110M�M W1CN (,.l fll M llAlkll YMN -' L - M s :EPIPATE {R4MLtE wM I+E M'ATaI E 11[ BOTWM 8f" TSE ynlER YW aT IEISr Sc NbfLS /�'/r DE LOP OF ➢[ RT�J! PI [x) � IMITA fur 1= u w na, SrlE TAOCr u R[ 21Aa flRr TMC wrD1 Yflt wCJ.TLx AT OC sY-* x EAi.pr � uArsna�n 1AAili, AM +rim mE niYAna+ � M w•rnr>u of ]IE •AIDC 1rhV AT Irael 16 IIIO4v NO'IL 1!E TW 7 mE 1lIFA YaFn. Aru Wf. A A F-"--">•1±� -.^- �� P F F GENERAL NOTES A ..... - -- 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO TOWN N OF HOLLY SPRINGS STANDALIRDS AND SPECIFICATSON5. rp '-••1 r "'" ^^ - --I r• 2. BOVNVARY AND TOPOGRAPHIC INFORMATION TAKEN FROM MAPS BY MURPHY I "S, GEOMETRICS- B ONLY. PUBLtG 4 i I I f i h THESE PLANS ARE FOR CONSTRUCnON OF THE PHASE 2 B. C, a IN AK ST 1T � „9 I Q; IMPROVEMENTS TO SERVICE SUBOWISION LOTS WILL BE PROVIDED FUTURE CONSTRUCTION DRAWING SUBMITTALS. « Nom+ Euw wA'rErsLW� I I I j ET 8 PVC SANITARY EWF�C (1)4 r arc rr��c�i �61 ii�wmml&sii�;: -� ±.. -_ a tA1 r �1 rj I 1 111.8.=: DIP - LINE I1)2'BD�fEMPGV ) !"-`-• - Q ,f:ONTRACT REMOVE AS TER t �LINEIS ! ��� I i �56U PVC REb € 423 _I F MH ENY 215' TEE 7);8'GV 431 S'7F,N TO f4E REUSE LINE PYC LIRE I 1 R REQ125E M ' RtSLTIvnxU P..y f �1)rB0 - i 5ERVtF,E (�1'P.y S i (1)7'GV WATER SERVICE t;TYP- / TF6IP }S •1)CTEMP PLUG ./ - 1 f I ` TIES T BACKTO VAS. TYE AT INTERSECTION UI It)2'BE) y / (1)4 -TEMP PLUG Z i (1)rGv WILL BE REOUIRF_D TO f /% 1. TEST BACK TO VALVE ! �T t,_`•r FUTURE SSwE /! /,_'-`A�lNT£RSECTION F / FUTURE wfq_ `� ., FUTURE SEWER�•� i _e vvv if T f PH 2J ta 400- �� al d 111 11 1 F U t RE r / r + IUTURE PHItl ,Ipcuac-- ' 430 STORM DHAtNAGE EASEMENT- •} 429 \ I 4 i2"DtPWATERLINE, r, 4288,c�m PVC REUSE / r DRAINAGE t EASEMENT s' I i \ SE'VYFR NMI ` S OK E.SCTr if 9R Vk.VCS AT NL R YKYFS AT MM % n{5 sIB9lwsw+ 5 W 1HE AM= 9ASOL ROADWAY moss -=a MXXIRDAXM FOR ,rte .IEA WID T1E0�` Of n[ ,G.W`S 1,PAAL CROSS.-SIL1tlY. rnu4r0 mlBS4a,IQ1. a-Yglrt 4r ILL K 1K FOtLOr•I{x ADOrIpIML FAFIR�, E}IRa SIME 1FIBAR. A!A FRI aYCT591FtID WAru Iss aCTAL ABG BA^AFll AW TAOMC A40'aG W,AnLaf1 S (A) LAVBEY IFIFRAIILTt OF 'F4FN5 MU IMTFR 41144 VAT11 "IIS 111L SE LRA TT IIAsI 10 fFU1rRAli CRo+ F]PSTkt oP ITtor'fISTD W. , T35 I m.: LOFAHipr! OR BIAT4ER� PALVST' A -{ ,1 LA CWL-:iTAA/.110M�M W1CN (,.l fll M llAlkll YMN -' L - M s :EPIPATE {R4MLtE wM I+E M'ATaI E 11[ BOTWM 8f" TSE ynlER YW aT IEISr Sc NbfLS /�'/r DE LOP OF ➢[ RT�J! PI [x) � IMITA fur 1= u w na, SrlE TAOCr u R[ 21Aa flRr TMC wrD1 Yflt wCJ.TLx AT OC sY-* x EAi.pr � uArsna�n 1AAili, AM +rim mE niYAna+ � M w•rnr>u of ]IE •AIDC 1rhV AT Irael 16 IIIO4v NO'IL 1!E TW 7 mE 1lIFA YaFn. Aru Wf. A A F-"--">•1±� -.^- �� P F F GENERAL NOTES A ..... - -- 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO TOWN N OF HOLLY SPRINGS STANDALIRDS AND SPECIFICATSON5. rp '-••1 r "'" ^^ - --I r• 2. BOVNVARY AND TOPOGRAPHIC INFORMATION TAKEN FROM MAPS BY MURPHY I "S, GEOMETRICS- B ONLY. PUBLtG 4 i I I f i h THESE PLANS ARE FOR CONSTRUCnON OF THE PHASE 2 B. C, a IN 0 0 e4v 1t11 C.5 I r.54 I I O j I i 482 IMPROVEMENTS TO SERVICE SUBOWISION LOTS WILL BE PROVIDED FUTURE CONSTRUCTION DRAWING SUBMITTALS. « Nom+ Euw wA'rErsLW� I I I j 4. NO FEMq MAPPED FLOOD PLAINS EXIST ON THIS SITE PER FEMA MAP NUMBER C ti A O` CPNTRfCTOR{ I 1 FyEMOVE IX. T$�ANO C JI OtTEICt: --EIL �W I^--_.. J L__-.1 Lt.� ! 3720062B00J. 5. EXISTING WETLANDS SHC1WN HAVE BEEN IDENTIFIED SY S[EC AND HAVE13EEN VERIFIED BY THE APPROPRIATE AGENCIES. w� C o O - q a C C _--� 13. CONTRACTOR SHALL NOTIFY BRUCE PNTAT PROGRESS ENERGY (91ac,29­6925) I -M �-`o•"�-c1a�•r WHENWORKiNG WITHIN THE EXISTING TRANSMISSSONNNE EASEMENT. DEPTI l OFEXISTING IS MPHO)aMATE AND t� C >` - ! 7. THE LOCATIONAND UTILITIES CONTRACTOR SHALL NOY:FY ENGINEER OF ANY CONFLICTS IF EXISTING UTIUTY i i 1 1 LOGATICNS AND DEPTHS UEVIATE FROM THE PLANS. n Z .F j 424 I ALL NOTIFY NORTH CAROLINA ONE CALL }1-6832449) 9TO B. CONTRACTOR SH80 pUj L] ( LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. I , _ _ i ) B. FJAGIT WATER SERVICE SHALL BE EAUIPPED WITH A PRESSURE REOUCWG VALVEF ON THE PRNATE SIDC OF THE METER!/+., 1. a ae b - a. AI L NEw UTILITY LINES MUSTSE UNDERGROUND. it -) ! 1, NOSE BIB SERVICES TO DE USED AS SAMPLING STATIONS FORREVSE WATLR V+1 I 425 SHALL BE PROVIDED. _+ o } 'DIP WATERLME I. HORIZONTAL S9PARATION BETWEEN WATER MAWS ASD SANIrARY SEWER ON ALL STREETS SHALL BE AT LEAST 10 FEET. RECLAIMED WATER LINES ARE 4 �, l r SUBJECT TO THE SAME VERnCALADRIZONTK SePARATION REUUIREMENFES AS I \ ; \`�` 13.15-SANTTARY SEWER MAINS, SEWER AND 20' EASEMENT BEYOND MH 105 ARE PART OF PHASE 1 12'at,�TEE_„ .) _ ?�-•—""••�-�._,� I iii SgvgR gurgpLL PLANS. ' e• REDucER'T /�� UTILITY SERVICE. LEGEND (,)av, - 4 I MH 4' PVC SERVICE. N/ CLEANOUT OQ2 i (7)Etis•TEC , •' -A 3/4' TYPEE I( -CUFF A FUSE XATEi,LINE X/ 5/B' AT R ME7EH C7RM `. /J DMa4AGe 3/4:" TYPE II((' COPPEA GOMESTIC 1A INE X/ 5/B' MATER METER "~ fFASFJAFNi1'tFYP) ; - ; ^r toxk L�20'STORM��`/ // % / / 1 IHOTEDRAINA�EASEMENT i._ // 5.V HIGH SIDE / I 0 OFL�T / LOw SIDE rAeLe WAIFTLLiC z YIISEWATE%1I 708E IEOTO \ i"SLIYFR SERVICE THE LEFT SIDE OF POIAALE WATFAGNE. - TwICAL FORAi1 Lms. fT. TYPICAL UTILITY SERVICE LAYOUT 4 j > Q (1)2 BO rc Q (1)1 1GV co uG~" • �' J MiNr J�` U) 6 a w PHASE L1NI: 3 0 -J TU RE Icor: ¢ 2 o O 1 THIS PROJECT IS IN THE TRIASSIC SOILS AREA AND MUST °t3 ESEWER ! MEET THE MINIMUM TOWN DF HOLLY SPRINGS STANDARDS W a U FOR THOS AREA FOR ROADWAY & PAVEMENT DESIGN_ x / +m / +r GRAPHIC SCALE J N W ILL 1-.I, - ISO H. `-- a 1 r !! DRAVONG 1 // )) I SHEET / ) t EiIS DRAWING IS THE PROPERTY OF: Spaulding & Norris, PA C-2.2 i1 and i! n?l to be npmdumd ut cupid w who, of in pan MdmuL 1 9 )) p­..ivn from Sp> ldina & 19.6. PA, This dmwdng 6.. PRQJEGT NUM711 f f mk.,vd On Aeyof- p.jcnund is m Le Tc .1 lv �1 SVwIdmg& 90,rl-, PA. Ypum mq{ YL 410-02 E33 r / 1S F�IFS i�l I r S I (I i I jf3 1 )I r{ r' £ c - - -' -21— -- ` `\ \ \+ \\ 382 CONTRACTORTD_ REMOVE EX. 2-130 AND 3CgNECT TO EX. 8' WA. 1 383 R. DIP1 100 (i7'-.L'CERTEE (178'REDVI (!) B- REDUCER -'^385 1� i ` 386 1 ) E 3� -•� �+ 1 Mk FUTURE 15"D 5ANIYAAYSEWE tis I i 1 387 _ - / SEWER SERVICE (TYP-} WATER SE_RVNCE (TYP'.) t , t I .� 6 -DIP I / �WATERLINE t t ? 1 S / NYRE HYDRANT fo3 / 20 PUBLIC ew TU ( GREENWAYTRAtt j EASEMENT t / 20' PUBLIC � (GREENWAY TRAIL . IJ EASEMENT 389 { } Pr' I ! STORM j DRAINAGE EASEMENT j } I j FEMA 1WYEAR FLOOD PLAIN 1 jJ E33 r / 1S F�IFS i�l I r S I (I i I jf3 1 )I r{ r' £ c - - -' -21— -- ` `\ \ \+ \\ 382 CONTRACTORTD_ REMOVE EX. 2-130 AND 3CgNECT TO EX. 8' WA. 1 383 R. DIP1 100 (i7'-.L'CERTEE (178'REDVI (!) B- REDUCER -'^385 1� i ` 386 j I 1 790 SEViER� SERVICE(TYPI PH 218 ( � 15'DIP y i w SANITAAYSEWERN ! w 1 ! 3� -•� �+ J 1 / f Mk FUTURE 15"D 5ANIYAAYSEWE ! (SEE GENERAL NOTES #1 - 387 _ - / SEWER SERVICE (TYP-} WATER SE_RVNCE (TYP'.) t ` REUSE SERVICE UNPJ / \l .� 6 -DIP I SEWER �WATERLINE t t ? 1 S / NYRE HYDRANT fo3 ew TU (1) 6 Gl(. / 20' PUBLIC � (GREENWAY TRAIL . IJ EASEMENT 389 { j I 1 790 SEViER� SERVICE(TYPI PH 218 ( � 15'DIP y i w SANITAAYSEWERN ! w 1 ! 3� -•� �+ J 1 / f Mk FUTURE 15"D 5ANIYAAYSEWE ! (SEE GENERAL NOTES #1 1 ��r... �.- � i ...-.."'.--' ,,.�,.�'".••% re Y�„� � FF TF1 t \l SEWER t t ? 1 S `• ro »E fp1PMn l[OIFLE: ] YALY6 AT AU: Mac 7 YAl AT 1EM z YALNLs aN Gal LI,T>iFPAT eww L 2 iHb Sr1Pmv%m is N 11E 11aM1l5F 81151E RDMMAY GIsiS -3F�TIOM fEAVINE>rpITS i'OR 31>tS AREA EvgD VIDS'E OF THF Tarts 7YPF:x lAa6S-AEC110N NCa'01A0 DOIBMATIOM �I�E�R. TIaE E N."ClItRIRA F'ARIIR. F](IRA SILL 11)15AR. A1�M1 . T141 TL�T WAl a FiL1GWRCi1 rML s DE,DFYDk IW 11� TDWI HaJ.T y,ga(a sPEOTAL aAIE IIF AtJIEMIa F'ROPEIt f.O1PAf2W Us+1i. ALZF11A01E - - MA2ortALs ANO nAh+c A 2Em1c t% ol!-sIE nxL T� ro tNs+�lc mmrr Mu ee NEW,". Ww" /i1Ta' 10 !E PUT OVTOGL OF AOAnNAT ANO AT 1M (NEJE fF lilE MFNE PfbSIBIE OUE 1�0�1�RyI-A}.'+�OO art c ANY MAPHRES hAmt N liE pOAOWAY MLL - REW� F�FtJA'- APC P^ --'-!JP e� AR4TAa WNNNEi S (A) LA70S ARAn, OC S_'Eir_J(s Nb FM-7F=1uP� VATcR WAIS SIA1 M...LaL.v A. T NAA! 5 LrD N A S3�A1E 1NdC1L MM l� FiEYATCN IX' TIE PprYdo aAN AT Lf�.'T 1L aloe. rsor THE zIP a mL SttFR a MAN 5 LAlO rcxwi.Si[ TREIKYS AS TrC St.TIEA YA1H 7FIE YAiia YN+ r W m MF FtEVATEN lT (Ci Ci6�p A INTFII YAN INPPR A 9EEi. MIF]iEHT R 6 IE1$NfF RF -A IW1R M ro l9lV'S uJOER A Pa1H TIE NATER MMt AND TFE 527FOi ytur HE IONSTRIFCIIDaF FE#I011r+ W,E9NA5 ANo MSW .YaM:s Ea11PMLFNE 14 WA]FR MAN STAWAIDS FOR A pSFAJ S Fa NMT M F SOC OF M AN PF MNG A SBnm a WATR MMi i'.PE 9SNl. Ff Q/RD® AT TIE POINT K tAa9lG <n PEL45E FPVIGE D(7YrFP3 1 GENERAL 1VO7ES E 3x; sEF CE cFSSITrJ ! ) i III { 1. ALL MATERIAtU AND MLI MUDS OE CONSTRUCTION SHALL CONFORM TO TOWN I N OF HOLLY SPRINGS STA.NDADRDS AND SPECIFICATION$. N f~3 ) I -�^ ( G05 I ' fi%I ) (I I 8CB ! { { w., l I ell ; 1' ' If 2 SOUNCARY AND TdPDGRAPHIC INFORMATION TAKEN FROM MAPS BY MURPHY n I . I - I I { { # E 1 I J Et 3. THE% PLANS ARE FOR CONSTRUCTION OF THE PHASE 2 9, C, A D ONLY. PUBLIC QJ' 0 h �E+R.E c eoAv [{t5F jai I f " I J 1 { { ; { { I IMPROVEMENTS TO SERVICE SUBOIVNSION LOTS MILL BE PROVIDED tN FUTURE a% L-„- - I -_� CONSTRUCTION DRAWING SUBMITTALS.04 01A `\ ZA - I 4. NO FEMA MAPPED _OCD ELKINS EXIST ON THIS SITE PER FEMA MAP NUMBER j (i- C b v f r,. '-.ice_ .--C�6-1�,. _G.., _.'�_-�(--R�:.. I 3T20962H04J. p pC` /-CONI-1.EKR - n hhYY++ 4-'i1��� I 5.EXISTING WETLANDS SHOWN HAVE BEEN IDENTIF*U BY SdECAND HAVE BEEN w� o REMOVE ETC. PLU P H L. V - - ' za n ' ">� VERIFIED BY THH APPROPR{A7EAGFNC3E5, rp L� --CE. AND CphNECT TO . 8. CONTRACTOR SHALL NOTIFY BRUCE PAITAPROGRESS ENERGY (9133285928) WREUSE LINE (1)2 MP GV WHEN WORKING wTH}N THE EXISiRG TRANSMISSION o �„ LME EASEMENT. ` I { co TO (1)izxa T� { I t ? - # 1 RE AS WATER = I I i 1 I - i I ! 7. THEtOCATION RNP DEPTHOF EXISTING UTILITSE515 APPROXIMATE AND e M I ((2)12' Cta! , I j { i ( J CONIRACFOR SHALL NOTAFY ENGINEER OF ANY CONFLICTS IF EX{STING UTILITY % 381 �A7 `) LMts! EXTENb®' N (]} 8" GV ! ( { I 1 > I r i ; i LOCATIONS AND DEPTHS DE.VVSTE FROM THE PLANS. 'q LV z I I 486 I I 409 I I 0.18 1 411 412 I 413 I 414 n `F I i 415 ; J i ' & CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL(1- P0-6 3 245 4 9) TO /� E' IrT GA00 PVG ,I j I I I I 12"OIPI i SEWEiT RVICE (FYP.� NH I t2"Q1 { 416 3 ( 417 LOCATE ALL EXISTING unuATIES PRjoR TO BEGINNING CONSTRUCTION. 1. ]� REL=LINE ! ! I NW I REUSE ERVICE{TYP� -T ! i NH { I r A. EACH WATER SERVICE SHALL BE EAUIPPE0 WITH A PRESSURE REDUCING VALVE 1/ �-. i FIREHYDRANi 1 1 Gk FEE �t I E WATER, qE WATER WA, LINE as I { 12'x5' TEE I / _.,.._(..}-_ _ _ _.. __ y ^ ( r r J I Ok TME PRNATE 61L1EOF TRE METEa. (21 ' GV 1� f\I U A - _ ! 9. ALL NEW UTILITY LINES MUST BE UNDERGROUND, � � Qr 172' Pot ltl -GV K �f �� T HOSE BIB SERVICES TO BE USED AS SAMPLING STATIONS FOR REUSE WATER B PVC SANITARY EWER - !'/� 0 SHALL BE PROVp D. V,� o 2. NdRtZONTAL SEPARATION BEPNEEN WATER MAINS AND SANITARY SEWER ON ALL STREETS SHALL BE ATLEAST 10 FEET, RECLAIMED WATER LINES ARE 4 A SSIBJECT TO THE SAME VF.RTICAIJHOR(ZON7ALSEPARAT70N REEIUWEMENTS SEWER MAINS. R 3- W SANITARY SEWER A140 2W EASEMENT BEYOND Mn 106 ARE PART OF PHASE 8-PVCSANITARY \ 178• 277' SEWER OUTEAI-L PLANS. 3�_____ UTILITY SERVICE I-EGEND DRAINAGE I DRAI� 1 (REUSE LINE' 1 », r C -RPG PVC REU (t)8'xfi'7EE 1 397 'P6N i 401 DAAI&AGE ( .402 ( IY 4G3 I i .'-.."---- EASE'MENTijTYP 6"TEMP PLUG. � ( f 404 _ j A' PVC SERVICE X/ CLEANOUT H (2Y5"GV ; ! EASEM y. { 1 i I1 I Fr (fJ4-REDUCER =jp} f CONTRA TO `FlAE HYCRANY E I I I I I I I 405 F 4a6 ( ? 3/4' TYPE 'K' COPPER REUSE V TO REM VE :(al Hale TEE I I I I ! N F - NATEHLi NE X/ S/B' WATER METER i�Gv3A4 LIN X' �pPAER OOMESTTC I { I { ! i I { - ER W/ 5/B" WATER METER [L 1 FXTENOEO. I 400 1 I! f ( t r 395 1 1 395 'MH W PVC SANITARY SOWER I f -I ) ( }I HOUSE Tf 15" PVC a' C-900 PVC te67 I T DIP I - i - -� _. ) -� „ R SANTSARYSEWER i REUSE LANE ; 1ryA7ERiJNE , �-� A �__ € C-9PG PVCMH REUSE- w 94 / f 993 � '�_ 1 ! � • ( �WATERSERV(CE i 3s2 4.0-900 PVC? REUSE UNS // r ALVE W"v REU3 N•MH. MAINTENANCE ARGETOBE( REG TO SAnARY 393 "INET!' P). m \ .v x-20' PUBLIC SANITARY } SEWER.;A IME! _ :'' EMP PLLGV 1 R - (1)rav]�l1 (1)0'GV t •f(�� f FUTURE SEWER 2C' SANFTABY SEWEREAS T (SEE GENERAL NOTES 413) 3� -•� �+ �/r. 1 t i 1 , ��r... �.- � i ...-.."'.--' ,,.�,.�'".••% re Y�„� � FF TF1 SEWER t t ? RN ## 4 ¢ a 57 8& a p� r HIGH SIDE }i$ rq N LOW SOSE s.0' Z'a OTADLE WATERLINE DF tOT8 ¢ a OF LOi - i FFF g iii FUSE WATEAHNE TO M LCC. O TO THE LEFT sine Or'OT.RI WATEHLINE // �s>=WEN 5ERY3CE T 'I LFORAa WTF / FUTURE SEWER- _ — E / TYPICAL UTILITY SERVICE LAYOUT [��¢ C� / ? q P10g L T O z PUMP STATION SITE OWNED HY THE TOWN OF HOLLY CO fl, SPRINGS MAY BE SkEXPANAED 1N THE FUTURE AND TFicRE (� ttt WILL BE ROWWE INSPECTIONS AND MAfNTENANCE 01 11 / PREMISES ONCE THE PUMP STATION IS EN OPERATION. w C) LEGEND U z Q _ _... _ ,.,. — ... - PHASE LINE 0a y W Q NOTE: > x r . ` TFHS PROJECT IS IN THE TRIASSIC SOILS AREA AND MUST MEET THE MINIMUM TOWN OF HOLLY SPRINGS �w 1J 1 � STANDARDS FOR THIS AREA FOR ROADWAY k. PAVEMENT OES(GN. GRAPHIC SCALE F U T -•; E [ ix pu`r) DRAWING 1 tin � � st sHEEY i ; i1S DRAWING IS THE PROPERTY OF: C-2 " Spaulding & Norris, PA PH \ / am is not to hemrcd.ctdnrcopiedinWaleb[inIw wMIL — ' T-is.imar-spniainSa.NOTM-PTI. n�tAdt4�E.�i.,,bl PRO.tECTNUMBER bndo / to / 7 NM-, ofher TrajCCL and is la LC [clO d Ip `/ �: Spvlding&R ris.T'A.Up-rta4Y 410--02