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Home My WebLink AboutWQ0033896_Final Permit_20090428NCDENR North Carolina Department of Envirmiment and Natural Resources Beverly Eaves Perdue Governor M5. ELIZABETH FUSSELL P.O. Box 2507 SURF CITY, NORTH CAROLINA 28445 Dear Ms. Fussell: Division of Water Quality Coleen H. Sullins Director April 28, 2009 Dee Freeman Secretary Subject: Permit No. WQ0033896 Fussell Single Family Residence Surface Irrigation Facility Pender County In accordance with your permit application received March 17, 2009, we are forwarding herewith Permit No. WQ0033896, dated April 28, 2009, to Elizabeth Fussell for the construction and operation of the subject single family wastewater treatment and surface irrigation facilities. This permit shall be effective from the date of issuance until March 31, 2014, and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish an adequate system for collecting and maintaining the required operational information will result in future compliance problems. An extension shall be requested at least six (6) months prior to the expiration of this permit. Upon receipt of the request, the Commission will review the adequacy of the facility described therein and, if warranted, will extend the permit for such period of time and under such conditions and limitations as it may deem appropriate. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this pemut. This request must 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, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding. AQUIFER PROTECTION SECTION 1636 MaV Sere#ce Center, Raleigh, North Carolina 27699-1636 Location: 2728 Capital Boulevard. Raleigh, Nortri Carol#na 27604 Phone: 919-733-3221 1 FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service'. 1-677-623-6746 Internet: www.ncrratergualit�.arg Oen Equal Opponuncy t Affirmative. Action Employer NotrhCw-ol.ina Please contact Lori Montgomery at (919) 715-6187 if you need additional information concerning this matter. Sincerely, Coleen H. Sullins cc: Pender County Health Department Wilmington Regional Office — Aquifer Protection Section Randy Sipe - Washington Regional Office, Aquifer Protection Section James W. Holland, PE — P.O. Box 2928, Surf City, NC 28445 Technical Assistance and Certification Unit APS Central Files (WQ0033896) LAU Files NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH SINGLE FAMILY RESIDENCE SURFACE IRRIGATION 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 Elizabeth Fussell Pender County FOR THE construction and operation of a 480 gallon per day (GPD) surface irrigation wastewater treatment and disposal system consisting of one (1) 1,500 -gallon precast concrete baffled septic tank with effluent filter; one (1) 1,700 -gallon precast concrete baffled recirculation (septic) tank with one (1) 10 gallon per minute (GPM) recirculation pump with audible/visual high water alarms and a recirculating splitter valve; one (1) Advantex 0 AX20 textile - based filtration pod with a filter surface area of 20 square feet (fiz); a tablet chlorinator; one 4,900 gallon storage tank providing five (5) days of effective storage time; one (1) 10 GPM irrigation pump; a rainfall sensor; and approximately 0.13 acres of drip irrigation area and all associated piping and appurtenances, to serve the Fussell residence with no discharge of wastes to the surface waters, pursuant to the application received March 17, 2009, and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until March 31, 2014, and shall be subject to the following specified conditions and limitations: I. PERFORMANCE STANDARDS Upon completion of construction and prior to operation of this permitted facility, a certification must be received from a professional engineer certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting materials. If this project is_ to be completed in phases and partially certified, you 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 completed. Mail the Certification to the Land Application Unit, 1636 Mail Service Center, Raleigh, NC 27699- 1636. 2. The Wilmington Regional Office, telephone number (910) 796-7215, shall be notified at least forty-eight (48) hours in advance of operation of the installed facilities so that an in-place inspection can be made. Such notification to the regional supervisor shall be made during the normal office hours from 8:00 a.m. until 5.00 p.m. on Monday through Friday, excluding State Holidays. The surface irrigation facilities shall be effectivdly maintained and operated at all times so that there is no discharge to surface waters, nor any contamination of ground waters, which will render them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improper operation and maintenance, or failure of the irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including those actions that may be required by the Division, such as the construction of additional or replacement wastewater treatment and disposal facilities. 4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface or ground waters resulting from the operation of this facility. The installation of the Advantex AX20 recirculating filter unit shall comply with the manufacturer's specifications. The Engineer's Certification shall serve as evidence that these specifications have been met. 6. A leakage test shall be performed on the septic tank, the filter recirculation tank, and the storage/pump tank(s) to insure that any exfiltration occurs at a rate which does not exceed twenty (20) gallons per twenty-four (24) hours per 1,000 gallons of tank capacity. The Engineer's Certification will serve as proof of compliance with this condition. 7. If excavation into bedrock is required for the installation of the septic tank or sand filter, the pit shall be lined with a 10 -mil synthetic liner. 8. A sanitary tee and filter shall be installed on the effluent pipe of the septic tank. The Engineer's Certification will serve as evidence that these specifications have been met. The residuals generated from these treatment facilities must be disposed in accordance with General Statute 143-215.1 and in a manner approved by the Division. 10. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. 11. The following set -backs shall be maintained: a. 100 feet between wetted area and any habitable residence or place of public assembly under separate ownership or not to be maintained as part of the project site; b. 15 feet between wetted area and any habitable residence or place of public assembly owned by the permittee to be maintained as part of the project site; c. 100 feet between wetted area and any private or public water supply source; d. 100 feet between wetted area and surface waters (stream — intermittent and perennial, perennial waterbodies, and wetlands); e. 100 feet between wetted area and groundwater lowing ditches (where the bottom of the ditch intersects the SHWT); f. 100 feet between wetted area and any well with exception of monitoring wells; g. 50 feet between wetted area and property lines *, h. 15 feet between wetted area and top of slope embankments or cuts of two feet or more in vertical height; i. 10 feet between wetted area and any water line; j. 100 feet between wetted area and subsurface groundwater lowering drainage systems; k. 100 feet between wetted area and any swimming pool; 1. 50 feet between wetted area and public right of ways; m. 20 feet between wetted area and nitrification fields; n. 15 feet between wetted area and any foundation or basement; o. 100 feet between treatment/storage units and any wells; p. 50 feet between treatment/storage units and property lines; q. 100 feet between treatment/storage units and any habitable residence or place of public assembly under separate ownership or not to be maintained as part of the project site; r. 100 feet between treatment/storage units and any private or public water supply source; s. 50 feet between treatment/storage units and surface waters (stream — intermittent and perennial, perennial waterbodies, and wetlands); * The setback waiver (attached) signed by Elizabeth B. Fussell, dated April 16, 2009 allows irrigation of treated wastewater within 39 feet of the property line for adjacent parcel with PIN 4236-50-1773-0000 located on the northwest side of the subject facilities. The Setback Waiver Form shall be recorded with the Pender County Register of Deeds within ninety (90) days of issuance of this permit. 12. The storage/dosing tank shall have functional audible and visual high water alarms that are external to any structure. 13. The disposal system shall be connected to a rain or moisture sensor that shall indicate when wastewater application is not appropriate in accordance with Condition I1.4. II. OPERATION AND MAINTENANCE REQUIREMENTS 1. The facilities shall be properly maintained and operated at all times. 2. Upon classification of the wastewater treatment and surface irrigation facilities by the Water Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as specified in this permit and shall comply with all other conditions specified in these rules. 3. A suitable year round vegetative cover shall be maintained on the irrigation area. 4. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will cause runoff. 5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field. 6. The application rate shall not exceed a cumulative loading of 49.61 inches over any twelve (12) month period at an instantaneous al.rlication rate not to exceed 0.12 inches per hour. 7. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the discharge of any wastewater resulting from the operation of this facility. S. No type of wastewater other than that from the Fussell residence shall be emitted onto the irrigation area. 9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while normal maintenance is being performed. 10. The irrigation field shall be fenced with at least a two -strand wire fence. 11. Wastewater treatment units open to the atmosphere shall have restricted access and pump control panels shall be locked. 12. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal system including, but not limited to, the following items: a. The septic tank shall be checked annually and pumped out as needed. The septic tank effluent filter shall be checked and cleaned at the same frequency as the septic tank. b. The tablet chlorinator shall be checked every week. Tablets shall be added as needed to provide proper chlorination. c. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be removed at the same interval as the septic tank is cleaned out. d. The system shall be inspected monthly to make certain of the proper operation of the drip lines, that the vegetative growth allows a proper drip pattern, that the soil is assimilating the disposed treated wastewater with no surface runoff, and that no objectionable odors are being generated. III. MONITORING AND REPORTING REQUIREMENTS 1. Any monitoring deemed necessary by the Division to insure surface and ground water protection will be established and an acceptable sampling reporting schedule shall be followed. 2. The Permittee shall maintain records of all maintenance performed on the system and irrigation area, as required in Condition II.12. for a minimum of five years. This information shall be provided to the Division upon request. 3. Noncompliance Notification: The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910) 796-7215 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 process unit failure, due to known or unknown reasons, that renders the facility incapable of adequate wastewater treatment, such as mechanical or electrical failures of pumps, emitters, etc.; or 2 Wri V. b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at telephone number (800) 858-0368 or (919) 733-3300. Persons reporting such occurrences by telephone shall also file a written report in letter form within five (5) days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. INSPECTIONS 1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. 2. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site or facility at any reasonable time for the purpose of determining compliance with this permit, may inspect or copy any records that must be maintained under the terms and conditions of this permit, and may obtain samples of groundwater, surface water, or leachate. GENERAL CONDITIONS I . This permit shall become void unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 2. This permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. 3. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the Division accompanied by documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. 4. Upon the availability of a municipal or regional sewerage collection system, the subject wastewater treatment facilities shall be abandoned and all wastewater discharged into the municipal or regional sewerage system. 5. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. 6. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other government agencies (local, state, and federal), which have jurisdiction. 7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation and Maintenance Agreement" previously signed by the Permittee. The Permittee shall retain a set of approved plans, specifications, and the Operation and Maintenance manual for the subject facility for the life of the project. 9. The Permittee shall pay the annual administering and compliance fee within 30 days of being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit as specified by 15A NCAC 2T .0105(e)(3). 10. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension. Upon receipt of the i (quest, ' the Commission will review the adequacy of the facilities described therein, and if warranted; will extend the Permit for such period of time and under such conditions and limitations, as it may deem appropriate. Permit issued this the 28"' day t)f April, 2009 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Coleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0033896 Permit No. WQ0033896 April 28, 2009 ENGINEER'S CERTIF'ICAT'ION Partial Final I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, Project Name Location and County for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of this permit, the approved plans and specifications, and other supporting materials. Signature Date 7 Registration No. i 0 a t .€ aTii .. ,� .af: .� art. a .�,p,�w„? +r"f*.. �.? �.a '�•�: ® =02 o To"QueM m. Dore ceorright of eontnnl owner. W x www.eelonne.eom 1' k ? i � eyp ! i 0 a t .€ aTii .. ,� .af: .� art. a .�,p,�w„? +r"f*.. �.? �.a '�•�: ® =02 o To"QueM m. Dore ceorright of eontnnl owner. W x www.eelonne.eom State of North Carolina Departmem of Envirmi nt �wdf Natural Resources Division of Water (finality SETBACK WAJVER FUM (THIS FORM MAY BE FFIOMC!]PiED FOR ME AS AN URIGIdv'Ad.t The Divis on or Water Quatit;y will not vmQder anis tachinent form to Im complete of kss all Ont imstrvctiotts are followed. l`aalare to €ollmv the instructions or to ctthnAt all of the required ilettt, will lead Ito additianal priweWug md revi*vvdow for the opplleartiratrr. For marr infr+rrrunum rrr for an elerrrunir ver an of s&s form. t -aria frtta W_.cwr crt: hup.- i2o.mr.,viale.trc.r+sJluufd@p�tae�3a.>tas tuea l A. Att ettotent Form: TY4, nut sairradt hats Unacttnwnt form for review without a eorresponditat< Land .' ppli=tjori t nit appucaiJon form. Nny changes to thtA attach aient form wili result iii the a pplicaauon packAgc being rc[umed. Any other srthac•ks trgtrimd by ISA tiC.At?T _0806 and WO, Wmt than thu,. referern,ed beloA, a!t. he waived through cxecution of thiw term_ A copy of tht complewd and apprftpriai*e y execated Rain cath he provided to the prnperry ow=. AGREEMENT TO t'!t'AtVE THE, SETBACK REQE3MD B ]5A NCAC 2T .415fta), .0506M and ARMS) The undersigned property ownert.$) hereby perm.11s: Alsplic:artt'� r�atn : _� zabe-h Fu -se' - Complete.. Mailing actclrv,,, of ar4ylicatnt: sari City: Te), phone ttumhar: f 9101 � S - 4141 1-ac.,tttul number: L— bereinafter rsferrrd to as the Permittee, to fi�fteck :ill that apple )tRECEi�E� � op, � �WQ M Ct1 Irrigate wastt-waterr' within �-,�'� feet trl they 1property !iiia, �OUTER PROi�cTO lite wastewater within let of the identified roddemv, Cmstirwt wastewut r treattmertt units within feet of tate ropoz' "lite_. as shown on the ,►xtached map and lot -aced at the following: Unat.ion address of pr pwy: Be.L:: Ria .d ; i'i xIN-lo- 4. 3 - Cj-1i i3-C3UC . City: Holly Ridge _ State. NC Zip: 28445 rn I certify that i am as deeded projxii+ owner of ab€ ve-aefcrenctui property and am authoiil: k, decisiorts regarding this prolxrn an i➢chid! of outer deeded�L-ny owners, Furthestticirc c ; chat I have react and understat d this :ogre ---mew and do hereby giant pemssion to the per:::i:�. , isTi ated wu tewater or construct w-amewater 1rcutn=t baits as spcOfied herein. I J�irlhq arec that ut7 n issuanceof a x rr�ti� by) y Diyisior for the, ML,te at r irrigation sysittrrII vviti recont ch,5. waive.. oTra with_thaF annrot ciacL° Fg>i;tggk"f Deems Md t tr{e 'icla r trz _i�crrstitzz-.° -'a•atf? �§z urni; tabic n such. pr(3pc y O wnci#s) ttatrrre s�; lw e_h r cswsel_ Signature: • i7at�.. ,. ignature: att: OPERATION AND MAINTENANCE AGREEMENT SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM DIVISION OF WATER QUALITY Property Owner(s) (as appearing on the property deed): Elizabeth B. Fussell Mailing Address: PO Box 2507 Surf City, NC 28445 Facility Address (if different than above): Belt Road Disposal Method: o SPRAY IRRIGATION X DRIP IRRIGATION (Check One) County: PENDER Permit No. IAVe agree to operate and maintain the wastewater treatment system as follows: 1. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal system including, but not limited to, the following items: a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be checked and cleaned at the same frequency of the septic tank. b. The sand filter surface shall be raked and leveled every six (6) months and any vegetative growth shall be removed by hand taecessible sandfilters only). c. Check one: XThe tablet chlorinator shall be checked every week. Tablets shall be added so as to provide proper chlorination. The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned and/or replaced to ensure proper disinfection. d. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be removed at the same time interval as the septic tank is pumped out. e. The irrigation system shall be inspected monthly to make certain of proper operation, that vegetative growth does not interfere with the system inspection or operation, that the soil is assimilating the disposed treated wastewater with no surface runoff, and that no objectionable odors are being generated. 2. Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day. 3. Failure to meet the permit conditions or violation of the State's surface or groundwater regulations will require evacuating the dwelling and may void the permit. NOTE: All persons (owners) appearing on the legally registered property [feed must sign this O&M .Agreement I/We understand the above requirements and agree to these terms as part of the issued/ permit. q Owner(s) Signature(s):Date: Owner(s) Signature(s): Date: SFR Q&M (version 071dj�CEIVED l H --NF`! QSfVQ CZ;:"10 PR 4 7Ugq I / \ \ DO' 4MlSF OFFSET LINE (FDR DEFERENCE ONLY) I JAMES MURKY BLAKE -�1! JA 103, R 268 PIN 4236-50-9702-0900 BOBBY R. EONNS DB 1265, PG 295 L ' PIN 0.236-57-3154-0000 I _ ANCE BOLI DARY If .: a:., VERICOMM AIIB — - - ltEA MENTSPANEL l OFFSITE RESIDENCE ; 1r I ® I /fpm — re000sEo � eorsM I I I ` i 7AEW T3Wf�O i'� ` 1 suo r Fwc r f 7w00 I I I I ao f ELIZAEF! H 6- FUSSEi.L FIS.w]S00' I WAYNE BATTS 4 l o 1 OB 570. PG 33 l 1 NE/PUBLIC OB 1726. PG 231 PIN 4236 -50 -1773 -WOO — �.. $� $01007 ACK PIN 4235 -SC -7294--0000 I N I �2R ACE WAIN j m o I 6 OIVER�SION SEIHACI( .1 } { . o\ I S J I K� Nnus I Izna ELIZABETH B. FUSSELL I 00 670 PG 33 L. ..' av, 169.25 I PIN 4236-60-1773-0060 DAVID D WILLIAMS ! HOBBY R DE 1255. PG 250 EDENS ` - - - ! 7B 770, PC 76 PIN 4236 -50 -5372 -ODD PIN 423E-50-0897-0000 Rpnv lT♦csrs 15a+1.SAF, �EL 1 � I SCALE: 1' = 50' I 1 50' 0 ! 50 �.-.., BATTS DB 17 , DB 1728, PG 231 SCALE OF MAP MAY VARY �J I PIN 4236-30-4094-0000 \ DUE TO METHODS OF REPR)DUCTION. I \ I WAYMOTH NEWAlAN BATTS JR. DB 634. PG 294 \ PIM 4236-40-7262-0000 / � m WAYMOTH NEWMAN BATTS JR. 08 1707, PG 4 PIN 4236-40-4769-000Q I RECEIVED FtiEN UNQ j{Q IFCT', .1!T .0 CI / NAMON BATTS R. \ 0E 2 212 AIN 42823 8-fi6 g-1633-0000 AFP, 1 2OU9 VICINITY MAP NOT TO .SCALL' GENERAL NOTES I. BOUNDARY, TOPOGRAPHIC AND WETLAND SURVEY INFORMATION PROVIDED BY 5OUTHWIND SURVEYING & MAPPING INC., 14888 HWY. 17N HAMPSTEAD, NC 28443. DATED NOVEMBER 26, 2008 BY ONWOOD J. JONES. INFORMATION PROVIDED FOR ENGINEERfNG DESIGN PURPOSES ONLY. NOT FOR RECORDATION. ADDITIONAL SOIL SURVEY INFORMATION PROVIDED BY APPLIED RESOURCE MANAGEMENT. F?,C., 257 TRANSFER STATION ROAD HAMPSTEAD, NC 28443. 2. ALL CONSTRUCTION AC77WTIES SHALL COMPLY WITH THE APPLICABLE SAFETY STANDARDS AND REOUIREMENTS_ J. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION INSPECTIONS WITH THE ENGINEER & PENDER COUNTY. 4, THE CONTRACTOR SHALL COORDINATE RELOCATION/REMOVAL OF EXISTING UTILITIES WITH THE UTILITY OWNER. 5. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS DAMAGED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. 6, THE CONTRACTOR SHALL PROVIDE ENGINEER WITH ALL INFORMATION REQUIRED FOR RECORD DRAWINGS. 7. ALL WORKMANSH)P AND MA TERMALS SHALL BE IN ACCORDANCE WTH THE TECHNICAL SPECIFICATIONS FOR THE PROJECT, NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES (NCDENR) AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCOOT) REQUIREMENTS, WHERE APPLICABLE. 8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTED OR UNUSED MATERIALS UNLESS OTHERWISE DIRECTED BY OWNER. 9_ LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE! (A) THE WATER MAIN IS LAID fN A SEPARATE TRENCH, WITH THE ELEVA77ON ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE 7CP OF SEWER; OR (R) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN At LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER. 10. CROSSING A WATER MAIN OVER A SEWER, WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) fNCHES ABOVE THE TOP OF THE SEWER. UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARAT ON -- IN WHICH CASE. BOTH THE WATER MAIN ANO SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EAC'- SIRE OF THE CROSSING. 11. GROSSING A WATER MAIN CINDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERRCUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE PUNT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING. 72. SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION FROM BOTTOM OF STORMWATER PIPE AND TOP OF SEWER PIPE (p BEFORE YOU DIG I CALL T-800-632-4949 N.C. ONE -CALL CENTER IT'S THE UAW i 1 033716 € N�.e0 FINAL DRAWING NOT RELEASED FOR CONSTRUCTION _LJ OCID X u LL,I DRAWN BY: DEM RE EWER BY:.:Ww SHEET NUMBER; C1.3 OF 7 SHEETS / I I \ DO' 4MlSF OFFSET LINE (FDR DEFERENCE ONLY) I JAMES MURKY BLAKE -�1! JA 103, R 268 PIN 4236-50-9702-0900 BOBBY R. EONNS DB 1265, PG 295 L ' PIN 0.236-57-3154-0000 I _ ANCE BOLI DARY If .: a:., VERICOMM AIIB — - - ltEA MENTSPANEL l OFFSITE RESIDENCE ; 1r I ® I /fpm — re000sEo � eorsM I I I ` i 7AEW T3Wf�O i'� ` 1 suo r Fwc r f 7w00 I I I I ao f ELIZAEF! H 6- FUSSEi.L FIS.w]S00' I WAYNE BATTS 4 l o 1 OB 570. PG 33 l 1 NE/PUBLIC OB 1726. PG 231 PIN 4236 -50 -1773 -WOO — �.. $� $01007 ACK PIN 4235 -SC -7294--0000 I N I �2R ACE WAIN j m o I 6 OIVER�SION SEIHACI( .1 } { . o\ I S J I K� Nnus I Izna ELIZABETH B. FUSSELL I 00 670 PG 33 L. ..' av, 169.25 I PIN 4236-60-1773-0060 DAVID D WILLIAMS ! HOBBY R DE 1255. PG 250 EDENS ` - - - ! 7B 770, PC 76 PIN 4236 -50 -5372 -ODD PIN 423E-50-0897-0000 Rpnv lT♦csrs 15a+1.SAF, �EL 1 � I SCALE: 1' = 50' I 1 50' 0 ! 50 �.-.., BATTS DB 17 , DB 1728, PG 231 SCALE OF MAP MAY VARY �J I PIN 4236-30-4094-0000 \ DUE TO METHODS OF REPR)DUCTION. I \ I WAYMOTH NEWAlAN BATTS JR. DB 634. PG 294 \ PIM 4236-40-7262-0000 / � m WAYMOTH NEWMAN BATTS JR. 08 1707, PG 4 PIN 4236-40-4769-000Q I RECEIVED FtiEN UNQ j{Q IFCT', .1!T .0 CI / NAMON BATTS R. \ 0E 2 212 AIN 42823 8-fi6 g-1633-0000 AFP, 1 2OU9 VICINITY MAP NOT TO .SCALL' GENERAL NOTES I. BOUNDARY, TOPOGRAPHIC AND WETLAND SURVEY INFORMATION PROVIDED BY 5OUTHWIND SURVEYING & MAPPING INC., 14888 HWY. 17N HAMPSTEAD, NC 28443. DATED NOVEMBER 26, 2008 BY ONWOOD J. JONES. INFORMATION PROVIDED FOR ENGINEERfNG DESIGN PURPOSES ONLY. NOT FOR RECORDATION. ADDITIONAL SOIL SURVEY INFORMATION PROVIDED BY APPLIED RESOURCE MANAGEMENT. F?,C., 257 TRANSFER STATION ROAD HAMPSTEAD, NC 28443. 2. ALL CONSTRUCTION AC77WTIES SHALL COMPLY WITH THE APPLICABLE SAFETY STANDARDS AND REOUIREMENTS_ J. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION INSPECTIONS WITH THE ENGINEER & PENDER COUNTY. 4, THE CONTRACTOR SHALL COORDINATE RELOCATION/REMOVAL OF EXISTING UTILITIES WITH THE UTILITY OWNER. 5. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS DAMAGED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. 6, THE CONTRACTOR SHALL PROVIDE ENGINEER WITH ALL INFORMATION REQUIRED FOR RECORD DRAWINGS. 7. ALL WORKMANSH)P AND MA TERMALS SHALL BE IN ACCORDANCE WTH THE TECHNICAL SPECIFICATIONS FOR THE PROJECT, NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES (NCDENR) AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCOOT) REQUIREMENTS, WHERE APPLICABLE. 8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTED OR UNUSED MATERIALS UNLESS OTHERWISE DIRECTED BY OWNER. 9_ LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE! (A) THE WATER MAIN IS LAID fN A SEPARATE TRENCH, WITH THE ELEVA77ON ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE 7CP OF SEWER; OR (R) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN At LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER. 10. CROSSING A WATER MAIN OVER A SEWER, WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) fNCHES ABOVE THE TOP OF THE SEWER. UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARAT ON -- IN WHICH CASE. BOTH THE WATER MAIN ANO SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EAC'- SIRE OF THE CROSSING. 11. GROSSING A WATER MAIN CINDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERRCUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE PUNT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING. 72. SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION FROM BOTTOM OF STORMWATER PIPE AND TOP OF SEWER PIPE (p BEFORE YOU DIG I CALL T-800-632-4949 N.C. ONE -CALL CENTER IT'S THE UAW i 1 033716 € N�.e0 FINAL DRAWING NOT RELEASED FOR CONSTRUCTION _LJ OCID X u LL,I DRAWN BY: DEM RE EWER BY:.:Ww SHEET NUMBER; C1.3 OF 7 SHEETS 0 _ - N35'02'30"W _ 150.23 (TEE LINE ONLY) ANDREASCHRIS F6 al I D8 26$1, PG 339 PIN 4236-50-5444-0000 I E10STING 12' RCA INV. IN-25.08jPP INV. OUT-24.79 _ DE v, 6 EIP OE OE -• EI ~_ —,�.^ —mow.--= �_� — -�—r APPROX, a� ERRS ERRS µ4039'01w r N3a'az'as"w cP — _ �DNTRo 9 BELT ROAD (NCSR 1534) — — — V. 26.50p TO pUg{jC R.O.Wr - J (TEMPORARY BENCHM�Egj— — — _ — — — — — J - VICINITY MAP NOT 719 SCALE 2LNERLS! NOTES 1. BOUNDARY, TOPOGRAPHIC AND WETLAND SURVEY INFORMATION PROVIDED BY SOUTHKINO SURVEYING & MAPPING INC., 14888 HWY. 17P, HAMPSTEAD, NC 28443. DATED NOVEMBER 26, 2008 BY LINWOOD J. JONES. INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY. NOT FOR RECORDATION. A001PONAL SOIL SURVEY INFORMA770N PROVIDED BY APPLIED RESOURCE MANAGEMENT, P.C., 257 TRANSFER STATION ROAD HAMPSTEAD, NC 28443. 2. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE APPLICABLE SAFETY STANDARDS AND REOUIREMENTS. 3. THE CONTRACTOR SHALL COOROINATE CONSTRUCTION INSPECTIONS WIT THE ENGINEER & PENDER COUNTY. 4. THE CONTRACTOR SHALL COORDINATE RELOCAPONIREMOVAL OF arXISPNG UTILITIES WITH THE UTILITY OWNER 5. THE CONTRACTOR SHALL REPAIR ALL EXIS77NG CONOITIONS DAMAGED BY CONSTRUCTION TO DR16INAL CONDITION OR BETTER, 6. THE CONTRACTOR SHALL PROVIDE ENGINEER WITH ALL INFORMATION REQUIRED FOR RECORD DRAWINGS, 7, ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPFCIFICADONS FOR THE PROJECT, NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES (NCDENR) AND NORTH CAROLINA DEPARTMENT OF TRANSOORTA77ON (NCDOT) REQUIREMENTS, WHERE APPLICABLE. 8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTED OR UNUSED MATERIALS UNLESS OTHERWISE DIRECTED BY OWNER. 9. LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (70) FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE: (A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR (B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNOISTURBED EARTH, AND WITH THE ELEVATION OF T14F BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER. 70, CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN 1S AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN f18) INCH SEPARATION -- IN WHICH CASE, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS ANO WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (70) FEET ON EACH SIDE OF THE CROSSING. 11, CROSSING A WATER MAIN UNUER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH .IOINTS ECUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POMT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL 8E CENTERED AT THE POINT OF CROSSING. 12. SEWER AND STORMWATTER PIPES TO HAVE A MINIMUM OF 24" SEPARATION FROM BOTTOM OF STORMWATER PIPE AND TOP OF SEWFR PIPE. REM90I4 mNO7EC 1) 11EFLEC7ED DQS' M STRUCTURES WTHIN 500 FT OF DISPOSAL AREA, BEFORE YOU DIG I CALL 1-800-632-4949 N.C. ONE -CALL CENTER IT'S THE LAW I pY4 h 0.33'716 = r\;"SINE'•?�. FINAL DRAWING NOT RELEASED FOR CONSTRUCTION , zi W REVIEWED B1': .;.vu sHEEr NuusEIR C1.1 OF 7 SHEETS DITCH DAMES 1AURRY SLAKE 6B 703 PG 265 S/ PIN 4235-50-9702-0000 547'16' ,S'E UiX& LIN OL CORNER ` I \` 4 RBS (I DITCH { SCALE 1 = 20' 27 LOT 4 OF THE MEFFORD SU9DIVIS1W 1.55 ACRES SCALE Of NAP MAY VARY WE TO MElHC05 4F REPRODUCTION. I� 1 � U 1 ELIZABETH B. FUSSELL I ELIZABETH B. FUSSELL DB 590. PG 18 DB 670. PG 33 PIN 4236-50-1773-0000 I 1 PIN 4236-50-4524-0000 I t � bin it I 0 _ - N35'02'30"W _ 150.23 (TEE LINE ONLY) ANDREASCHRIS F6 al I D8 26$1, PG 339 PIN 4236-50-5444-0000 I E10STING 12' RCA INV. IN-25.08jPP INV. OUT-24.79 _ DE v, 6 EIP OE OE -• EI ~_ —,�.^ —mow.--= �_� — -�—r APPROX, a� ERRS ERRS µ4039'01w r N3a'az'as"w cP — _ �DNTRo 9 BELT ROAD (NCSR 1534) — — — V. 26.50p TO pUg{jC R.O.Wr - J (TEMPORARY BENCHM�Egj— — — _ — — — — — J - VICINITY MAP NOT 719 SCALE 2LNERLS! NOTES 1. BOUNDARY, TOPOGRAPHIC AND WETLAND SURVEY INFORMATION PROVIDED BY SOUTHKINO SURVEYING & MAPPING INC., 14888 HWY. 17P, HAMPSTEAD, NC 28443. DATED NOVEMBER 26, 2008 BY LINWOOD J. JONES. INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY. NOT FOR RECORDATION. A001PONAL SOIL SURVEY INFORMA770N PROVIDED BY APPLIED RESOURCE MANAGEMENT, P.C., 257 TRANSFER STATION ROAD HAMPSTEAD, NC 28443. 2. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE APPLICABLE SAFETY STANDARDS AND REOUIREMENTS. 3. THE CONTRACTOR SHALL COOROINATE CONSTRUCTION INSPECTIONS WIT THE ENGINEER & PENDER COUNTY. 4. THE CONTRACTOR SHALL COORDINATE RELOCAPONIREMOVAL OF arXISPNG UTILITIES WITH THE UTILITY OWNER 5. THE CONTRACTOR SHALL REPAIR ALL EXIS77NG CONOITIONS DAMAGED BY CONSTRUCTION TO DR16INAL CONDITION OR BETTER, 6. THE CONTRACTOR SHALL PROVIDE ENGINEER WITH ALL INFORMATION REQUIRED FOR RECORD DRAWINGS, 7, ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPFCIFICADONS FOR THE PROJECT, NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES (NCDENR) AND NORTH CAROLINA DEPARTMENT OF TRANSOORTA77ON (NCDOT) REQUIREMENTS, WHERE APPLICABLE. 8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTED OR UNUSED MATERIALS UNLESS OTHERWISE DIRECTED BY OWNER. 9. LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (70) FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE: (A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR (B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNOISTURBED EARTH, AND WITH THE ELEVATION OF T14F BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER. 70, CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN 1S AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN f18) INCH SEPARATION -- IN WHICH CASE, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS ANO WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (70) FEET ON EACH SIDE OF THE CROSSING. 11, CROSSING A WATER MAIN UNUER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH .IOINTS ECUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POMT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL 8E CENTERED AT THE POINT OF CROSSING. 12. SEWER AND STORMWATTER PIPES TO HAVE A MINIMUM OF 24" SEPARATION FROM BOTTOM OF STORMWATER PIPE AND TOP OF SEWFR PIPE. REM90I4 mNO7EC 1) 11EFLEC7ED DQS' M STRUCTURES WTHIN 500 FT OF DISPOSAL AREA, BEFORE YOU DIG I CALL 1-800-632-4949 N.C. ONE -CALL CENTER IT'S THE LAW I pY4 h 0.33'716 = r\;"SINE'•?�. FINAL DRAWING NOT RELEASED FOR CONSTRUCTION , zi W REVIEWED B1': .;.vu sHEEr NuusEIR C1.1 OF 7 SHEETS