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HomeMy WebLinkAboutSW8040938_HISTORICAL FILE_20041215STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW S��/{JqJ?� DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 1'l'c'irdJA I►,I r] r] State Stormwater Management Systems Permit No. SW8 040938 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY STATE STORMWATER MANAGEMENT PERMIT HIGH DENSITY DEVELOPMENT 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 Larry Watson, Coastal Land Ventures, Inc. Bell Cove Village Carteret County FOR THE construction, operation and maintenance of five underground infiltration trenches in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and specifications and other supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this permit. This permit shall be effective from the date of issuance until December 15, 2014, and shall be subject to the following specified conditions and limitations: I. DESIGN STANDARDS This permit is effective only with respect to the nature and volume of stormwater described in the application and other supporting data. 2. This stormwater system has been approved for the management of stormwater runoff as described in Section 1.6 on page 3 of this permit. The stormwater controls, infiltration trenches 1-5, have been designed to handle the runoff from 13,614, 27,707, 23,933, 18,587and 8,708 square feet of impervious area, respectively. This stormwater infiltration trench system must be operated with a 50' vegetated filter. 3. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans. 4. All stormwater collection and treatment systems must be located in either dedicated common areas or recorded easements. The final plats for the project will be recorded showing all such required easements, in accordance with the approved plans. 5. The runoff from all built -upon area within the permitted drainage area of this project must be directed into the permitted stormwater control system. Page 2 of 7 State Stormwater Management Systems Permit No. SW8 040938 N. The following design criteria have been provided in the five infiltration trenches and must be maintained at design condition: 1 2 3 4 5 a. Drainage Area, acres: 0.61 0.82 0.65 0.50 0.24 Onsite, ft2: 26,532 35,520 28,530 21,656 10,254 Offsite, ft2: None None None None None b. Total Impervious Surfaces, ft2: 13,614 27,707 23,933 18,587 8,708 C. Design Storm, inches: 2 2 2 2 2 d. Trench Dimensions, LxWxH, ft: 83X15X3.5 113x21x3.5 97x21x3.5 108x15x3.5 51x15x3.5 e. Perforated Pipe Diameter, in: 36 36 36 36 36 f. Perforated Pipe Length, ft: 83 113 97 108 51 g Bottom Elevation, FMSL: 15.03 15.03 15.0 15.03 15.0 h. Bypass Weir Elevation, FMSL: 18.53 18.53 18.5 18.53 18.5 i. Permitted Storage Volume, ft3: 2,282.5 4,463.5 3,831.5 2,970.0 1,402.5 j. Type of Soil: Sand Sand Sand Sand Sand k. Expected infiltration Rate, inlhr: 6.0 6.0 6.0 6.0 6.0 1 Seasonal High Water Table, FMSL: 13.0 13.0 13.0 13.0 13.0 M. Time to Draw Down, hours: 3.67 3.76 3.76 3.67 3.67 n. Receiving Stream/River Basin Bogue SoundfWhite Oak o. Stream Index Number: 20-36-(8.5) p. Classification of Water Body: "SA;HQW" II. SCHEDULE OF COMPLIANCE 1. The stormwater management system shall be constructed in its entirety, vegetated and operational for its intended use prior to the construction of any built -upon surface. 2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired immediately. 3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited to: Page 3 of 7 State Stormwater Management Systems Permit No. SW8 040938 a. Semiannual scheduled inspections (every 6 months). b. Sediment removal. C. Mowing and revegetation of slopes and the vegetated filter. d. Immediate repair of eroded areas. e. Maintenance of all slopes in accordance with approved plans and specifications. f. Debris removal and unclogging of bypass structure, filter media, flow spreader, catch basins, piping and vegetated filter. g. A clear access path to the bypass structure must be available at all times. 4. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ. The records will indicate the date, activity, name of person performing the work and what actions were taken. 5. The facilities shall be constructed as shown on the approved plans. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 6. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this permitted facility, a certification must be received from an appropriate designer for the system installed certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting documentation. Any deviations from the approved plans and specifications must be noted on the Certification. A modification may be required for those deviations. 7. If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility. 8. Access to the stormwater facilities shall be maintained via appropriate easements at all times. 9. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and calculations prior to construction, for any modification to the approved plans, including, but not limited to, those listed below: a. Any revision to any item shown on the approved plans, including the stormwater management measures, built -upon area, details, etc. b. Project name change. C. Transfer of ownership. d. Redesign or addition to the approved amount of built -upon area or to the drainage area. e. Further subdivision, acquisition, lease or sale of all or part of the project area. The project area is defined as all property owned by the permittee, for which Sedimentation and Erosion Control Plan approval or a CAMA Major permit was sought. f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan. 10. The permittee shall submit final site layout and grading plans for any permitted future areas shown on the approved plans, prior to construction. 11. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten years from the date of the completion of construction. Page 4 of 7 State Stormwater Management Systems Permit No. SW8 040938 12. The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies of revised plans and certification in writing to the Director that the changes have been made. III. GENERAL CONDITIONS This permit is not transferable except after notice to and approval by the Director. In the event of a change of ownership, or a name change, the permittee must submit a formal permit transfer request to the Division of Water Quality, accompanied by a completed name/ownership change form, 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. The permittee is responsible for compliance with all permit conditions until such time as the Division approves the transfer request. 2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. 3. 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) having jurisdiction. 4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement stormwater management systems. 5. The permittee grants DENR Staff permission to enter the property during normal business hours for the purpose of inspecting all components of the permitted stormwater management facility. 6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification, revocation and reissuance or termination does not stay any permit condition. 7. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual. 8. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit. 9. The permittee shall notify the Division any name, ownership or mailing address changes within 30 days. Permit issued this the 15th day of December, 2004. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Alan W. Klimek, P.., Director�� Division of Water Quality By Authority of the Environmental Management Commission Page 5 of 7 3817-3 Freedom Way Hubert, N.C. 28539 Tel: (910) 325-0006 Fax: (910) 325-0060 To: Rhonda Hall Division of Water Quality 127 Cardinal Drive Ext. Wilmington, NC 28405 !am Bell Cove From: David K. Newsom Date: December 13, 2004 ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle I Attached: One (1) original and One (1) copy of page 4 of 4 of Stormwater Permit Application (initialed and signed) ..'r Two (2) copies of page 1 of 4 of revised Supplement for Trench #3 p,EC VED DEC 1 3 2004 BY: ' .. i � � i � ! � ,' .. � K � t Entity Names Page 1 of 1 North Carolina Marne F Marshall DEPARTMENT OF'T1dE Secretary SECRETARY of STATE Corporations •Corporations Home 'Important Notice •Corporate Forms/Fees *Corporations FAQ 'Tobacco Manufacturers •Dissolution Reports *Non -Profit Reports 'Verify Certification @Online Annual Reports Links "Secretary Of State Home 'Register for E-Procurement 'Dept. of Revenue Legislation '1999 Senate Bills '2001 Bill Summaries *Annual Reports 1997 •Corporations 1997 •Other Legislation Search :By Corporate Name 'For New Corporation 'By Registered Agent Online Orders 'Start An Order 'New Payment Procedures Contact Us 'Corporations Division *Secretary of State's web site PO Box 29622 Raleigh, NC 27626-0622 (919)807-2000 Date: 12/13/2004 Click here to: View Document Filings 1 Print a pre -populated Annual Report Form 1 File an Annual Report 1 Corporation Names Name Name Type NC Coastal Land Ventures, Inc. Legal Business Corporation Information SOSID: 0317964 Status: Current -Active Date Formed: 1/1/1993 Citizenship: Domestic State of Inc.. NC Duration: Perpetual Registered Agent Agent Name: Registered Office Address Registered Mailing Address: Principal Office Address: Principal Mailing Address: Dail, Curtis 1976 Benson Rd Garner INC 27529-5131 1976 Benson Rd Garner NC 27529-5131 125 Timber Drive Garner NC 27529 1976 Benson Rd Garner NC 27529-5131 http://www.secretary.state.nc.tis/Corporations/soskb/Corp.asp?4891446 12/13/2004 Design Calculations Infiltration System for Bell Cove Village September 27, 2004 1. Project Description The project consists of construction of retail/office spaces and associated sitework on a 2.93 acre tract located on N.C. Highway 58 in Emerald Isle at its intersection with Coast Guard Road., NC. 2. Design Requirements Project will be designed in accordance with NC Administrative Code Section 15A NCAC 2H.1000 — Stormwater Management (hereinafter "Regulations". Due to density, the project is considered "high density development". in accordance with local requirements, an infiltration system designed to accommodate 2" of rainfall will be required. Fur(hcnnore, runoff in excess of the design volume must flow overland through a vegetative filter. 3. Impervious Surface Areas & Dcsiun Volume In accordance with Section .1008(c)(1). the required design volume is computed as follows: Using Schuler "Simple Method": Rv = 0.05 + 0.009(1) where 1 = Percent Impervious Design Volume = Design Rainfall (2.0") x Rv x Drainage Area Area 1 Area 2 Area 3 Area 4 Area 5 Existing -0- 1,,024 822 -0- -0- Buildings 4,001 4,632 2,457 7,747 2,500 Streets -0- -0- -0- -0- -0- Parking 7,144 17,277 17,335 8,930 - 5,513 Sidewalk 2.469 4,774 3,319 1,91O 695 Other -0- -0- -U- -0- Reserve -0- -0- -(}- -0- -0- TOTAL 13,614 sf 27,707 sf 23,933 sf 18,587 sf 8,708 sf Drain Area - 26,532 sf 35,520 sf 28,530 sf 21,656 sf 10,254 sf % Impervious 51.31% 78.00% 83.89% 85.83% 84,92`%, Rv .5 L 18 .7520 .8050 .8225 .8143 Req'd Volume 2,263 cf 4,452 cf 3,828 cf 2,969 cf 1,392 cf f 4. System Configuration and Infiltration Time Cross Sectional Areas and volumes of infiltration trenches is calculated as follows: Trench Area (cross sectional) = Trench Height x Trench Width Pipe Area (cross sectional) = Pipe Area x Number of Pipes Voids Area (cross sectional) = (Trench Area - Pipe Area) x .35 (void ratio) Unit Volume = Pipe Area + Voids Area Length Required = Req'd Volume / Unit Volume System Volume = Length Provided x Unit Volume Actual storage volume is required to infiltrate completely within 5 days. The Land & Soils Evaluation (copy attached) indicates that existing soil conductivity is as high as 12 in/hr. Assuming conservatively that existing soils have a minimum hydraulic conductivity of 6.0 in/hr, infiltration rate is computed as follows: Infiltration Rate = Hydraulic Conductivity x Basin Bottom Surface Area where: Bottom Surface Area = Trench Width x Length Provided Draw Down Time is then calculated: l Draw Down Time = Actual Volume / Infiltration Rate System 1 System 2 System 3 System 4 System 5 Trench Height (11) 3.5 3.5 3.5 3.5 3.5 Trench .Width (ft) 15 21 21 15 15 Trench Area(so 52.5 73.5 73.5 52.5 52.5 Pipe Area (so 14.1 21.2 21.2 14.1 14.1 `Voids Area (so 13.4 18.3 18.3 13.4 13.4 Unit Volume (cf/ft) 27.5 39.5 39.5 27.5 27.5 Length Required (li) 82.2 112.7 96.9 107.9 50.6 Length Provided (ft) 83 113 97 108 51 System Volume (cf) 2282.5 4463.5 3831.5 2970.0 1402.5 Bottom Area (sf) 1245 2373 2037 1620 765 Infiltration Rate (cf/hr) 622.5 1196.5 1018.5 810.0 382.5 Draw Down Time (hr) 3.67 3.76 3.76 3.67 3.67 1 _Crystal Coast Engineering, PA 3817-3 Freedom Way Hubert, N.C. 28539 Tel: (910) 325-0006 Fax: (910) 325-OQ60 $ Email: croalcoasteng@bizec,rr.com November 30, 2004 RECEIVED Ms. Linda Lewis DEC 0 A 2004 ,'�O N.C. Division of Water QualityL 127 Cardinal Drive Extension BY: Wilmington, N.C. 28405 Re: Bell Cove Village Emerald Isle, N.C. Dear Ms. Lewis, As you know, Mr. Vincent Lewis conducted his on -site soils evaluation on 11/1/04. His findings are summarized as follows: Soil Bore Ground Depth SHWT No. Elev. to SHWT Elev. 1 17.4 44"+ < 13.73 2 17.1 50" 12.93 3 12.8 38" 9.63 No Soil Bore 4 5 16.8 25" 14.72* 6 18.9 72" 12.90 Average 12.30 Elevation of standing water in adjacent wetland area —12.00 'Not on system. Beside abandoned sediment trap. Exclude from average. Based upon the above, we conservatively estimate the SHWT at elevation 13.0 for this site. We have had to revise our plans significantly as a result of Mr. Lewis's findings (raised Finish Grade by approximately 5). Two copies of revised drawings are attached. Also attached are revised Infiltration Basin Supplements reflecting the new SHWT Elevation. Should you have any u Xvid K. Newsom, PE CRYSTAL COAST ENGINEERING in this regard, please feel free to contact me. o� 'ARS STATE OF NORTH CAROLINA ANNUAL R Pp� INCt.UDE 10� cap 5 OFYSTATE.0 N.G. S CR coRPYo-,0317R64 FILING No- A 0 0 I ,. ST+1ff y s ��S..i�Y��"�rtirT•, y'yr.•,�, RUFUS L. EDM ISTEN A NUALT.AREPOORTSTATE R xSH 3""015626-0525 REPORT DUE DATE- 0I-31-I493 NOTICE DATE- 01-31-1993 STATE OF-INC- NC DATE OF INC- 01-01-I KL 1. REGISTERED AUE14T 3 REGISTERED OFFICE MAILING ADDRESS ENTER AGENT HAKE A MAILItQ ADDRESS CHANGE HERE - COASTAL LAND VFNMRES, INC. C/O KENNETH M KIRKMAN PG ORANER 1347 MOREHEAD CITY NC 28657 STREET ADDRESS OFJREGISTERED OFFICE ENTER STREET ADDRESS CHANGE HERE Sidi d4fo "1. 1l�tl�►�f!Nl glfFl piMR �IfP�/N}u •.rti ,: .•.. i,r� EMERALD ISLE NC 29494 i COUNTY - CARTERET 3. iF REGISTERED AGENT CHANGED, SZONATURE OF NOS AGENT 6lONAILMF CQNE111UVES CW*EKT In APPOSNTMEkt 4. ENTER PRINCIPAL OFFICE ADDRESS HERE - COASTAL LAND VENTURES, INC. ADDR- 8201 Emerald Drive CITY- Emerald Isle ST-IBC ZIP-285R4 S. EATER FEDERAL EMPLOYER ID NUMBER HERE - Nl7f'B- Applied £ox 6. ENTER NAME, TITLE AND BUSINESS ADDRESS OF PRINCIPAL OFFICERS HERE - NAME- Curtis M. Dail ADDR- 1976 Benson Road TITLE- President CxTY- Garner sr -NC zip-27529 NAME- Larry T, Watson ADDR-9201 Emerald Drive TITLE- Vice President CITY- Emerald Isle ST-NC zip-28594 NAME- Curtis M, Dall ADDR- 1976 Benson Road TITLE- Treasurer CITY- Garner ST-NC zip-27529 NAME- Larry T. Watson Am- 8201 Emerald Drive TITLE- Secretary CITY- Emerald Isle ST-NC Zip-28594 7. ENTER NAME AND BUSINESS ADDRESS OF DIRECTORS HERE - ATTACH 2ND PAGE If NECESSARY NAMI!- Curtis M. Dail ADDR- 1976 Benson Road CITY- Garner ST-NC zip- 27529 NAME- Larry T. Watson ADDR- 8201 Emerald Drive CITY- Emerald Isle • ST-NC zip-28594 NAME- AODR- CITY- ST- ZIP- S. BRIEFLY DESCRIBE THE NATURE OF THE 9USZNESS- To acquire and develop real, estate. COASTAL LAND VENTURES, INC. 9. �„tx_ 43 {L �ir� - SIGNED- �... C: tr*RK muss oz DtON DPPtCCR DF zpn omwom ` UNC_ Larry T T. Watson ,try- -,Vice President fYf! DR PANT NMIi; AND 1110- h1.q_ior.m should h® rgturrrod by the DUE DATE shown above with a chock for *10.60 tot Y.rG_ ANNUAL REPURT SECTION, POST OFFICE 29525, RALEYCH NC 27626-0526. CARS Stormwater Treatment Narrative Bell Cove Village Coastal Land Ventures proposes to construct a retail/commercial development on a 2.93 acre tract located at the intersection of NC 59 and Coast Guard Road (southwest quadrant) in Emerald Isle, Carteret County. The majority of the site is currently undeveloped and forested with the exception of an existing roadway which transects the site. The majority of the existing roadway will be removed in conjunction with development of the site. The project site is located approximately 0.25 mile from Bogue Sound (SA:ORW) in the White Oak Basin, however, the site does not drain directly to these waters. The project area drains to a series of low-lying wetlands to the west of the site. These wetlands have no defined outlet. Water accumulating in these lowlands appears to naturally infiltrate into the soil structure. The project is to be designed and constructed in accordance with NC Division of Environmental Management Stormwater Management Rules (15A NCAC 2H.1000). Section .1005(2)(b). The proposed project is "High Density" (i.e., percent impervious > 25% Division of Water Quality requires that the first 1.5" of rainfall be treated in an infiltration system. Local requirements, however, require that the first 2" be collected and treated. Existing site topography is moderately sloping ridge/dry slough (5 — 60%) generally toward a wetland area at the westerly boundary of the tract. Soils are Fripp/Corolla/Pactolus (see attached soils evaluation) which have hydraulic conductivities ranging from 6— 12 in/hr. Proposed grading activities will be limited to leveling the existing ridge/slough to approximately elevation 14.7. The leveled area will be drained to one of five (5) proposed infiltration systems. Any excess stormwater which does not infiltrate will exit the site via an series of bypass pipes to a vegetated filter located at the rear of the site adjacent to the existing wetland area. 3817-3 Freedom Way Hubert, N.G. 28539 Tel: (910) 325-0006 Fax: (910) 325-0050 To: Linda Lewis N.C. Division of Water Quality 127 Cardinal Drive Ext. Wilmington, NC 28405 Re: Bell Cove Village From: David K. Newsom, PE Date: September 29, 2004 ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Attached: Two (2) sets of Plans One (1) original and One (1) Copy Stormwater Permit Application One (1) copy each of 5 Supplements One (1) copy Design Calculations One (1) copy Stormwater Treatment Narrative One (1) copy Soils Report One (1) check in the amount of $420 RECEIVED SEP 3 0 204 Comments: BY:,SG0 �04 6g3g Submitted for review and approval. '' '. _ _ < , - �,- .. l� � . 'Wd.t tg", .lYoetit Waw&n- .28W 2 l 990-452-0007 9L461t.T 1#0I l g-Ta". DATE: .July 19, 2004 9d,V51 Y4 3805 9V,dk d— Wd.zny&,a ✓4`B 2a403 SUBJECT: Land and soils evaluation of the northern portion of Bell Cove Village Tract (-3 acres) for suitability with collection on -site waste treatment systems. Tract located at the NW intersection of Emerald Drive (NC Hwy 58) and Coast Guard Road, Emerald Isle Beach, White Oak Township, Carteret County, North Carolina. TO: Mr. Larry,.Watson, owner Coastal Land Ventures, Inc. 8201 Emerald Drive Emerald Isle, NC 28594 (252) 354-3830; 393-6883 cc: Bill Fenner, BioClere A preliminary land & soils evaluation was completed of the northern portion of Bell Cove Village Tract (-3 acres total) for suitability with collection on -site waste treatment systems. The current rules and regulations of NCGS 130-A and NCDENR-DEH (NCAC 15A-1SA, 1900) were used as guidelines to determine site suitability for on -site subsurface waste treatment systems. The tract was evaluated through transecting the tract, soil probes, qualitative evaluation of the soil types, and soils mapping. The enclosed preliminary land & soils map shows the various classifications and their locations. The following is a brief description of each land & soil classification and their potential for usage: The "Green" Areas (see map) are uplands suitable for on -site waste treatment usage with conventional or low pressure pipe systems. The topography is ridge - dry slough which slopes +5- 60%. These soil areas have an estimated seasonal high static water table +48 to +120" from the soil surface during the wet season, based upon soil wetness indicators. Permeability is <5-10 minlin to +48" depths, based upon soil texture and structure. Soil types found are Fripp. Except for topography which needs to be landscaped and leveled, these soil types have few limitations for development with on -site subsurface waste treatment systems. The "Yellov/' Areas (see map) are uplands suitable to provisionally suitable for on -site waste treatment usage with shallow conventional or shallow low pressure pipe systems. The topography is sideslope - dry slough which slopes +3-60%. These soil areas have an estimated seasonal high static water table +24 to 48" from the soil surface during the wet season, based upon soil wetness indicators. Permeability is <5-10 minlin to +48" depths, based upon soil texture and structure. Soil types found are Fripp, Corolla, and Pactolus. Except for topography which needs landscaped and leveled, these soil types have few limitations for development with shallow placed on -site subsurface waste treatment systems. Page 1 of The "Pink" Areas (see map) are uplands unsuitable for on -site waste treatment usage due to seasonal high water table <24", steep slopes, and/or poor landscape positions. Soil types found are Pactolus-wet phase, Corolla -wet phase, and Leon. The "Solid Gray" Areas (see map) are proposed building location areas. The "Gray Overlay" Areas (see map) -are areas proposed to be paved for parking and access. Portions of the tract have historic cut and/or filled areas, which are designated on the enclosed map with "mining symbols". The usable soil areas evaluated within this tract have few limitations for on -site waste treatment with small (<3000 gal/day) or large (>3000 gal/day) collection systems. The principle limitation is topography which slopes f5-60% in a series of ridges to dry sloughs. The topography will need to be carefully cleared of all vegetation and then leveled through landscaping the proposed waste treatment areas. Proposed waste treatment areas are shown on the enclosed map as an initial conceptual design with general system specifications. There are other systems and design configurations that may be considered. These systems are <3000 gallday and should be reviewed and permitted at the local county health department level. Waste treatment systems that exceed 3000gal/day are typically required to be designed by a licensed NC engineer and reviewed at the State level. This report and maps should be used for planning purposes only, as specific on -site evaluations, delineations, approvals, and permits are required by each respective regulatory agency before development activities are initiated. The Carteret County Health Dept and NCDENR-DEH are the regulatory agencies for subsurface waste treatment systems and have final permitting authority. Any development activities within 404 Wetland or Water of the U.S. areas will require wetland delineation approval and permitting from USACOE and NCDENR-DWQ. Larry P. Baldwin, CPSS/SC ARCPACS #2183; NCLSS #1040 Page 2 of 2 z LAND & SOILS SUITABILITY MAP and PROPOSED WASTE TREATMENT SYSTEMS TO SERVE LOTS #1 & #2 OF THE BELL COVE VILLAGE TRACT (Block 42-N) Emerald Isle Beach West Area - White Oak Township - Carteret County - North Carolina R3..b of _c teleil nep.r LPP lap W LO LTAR is .51 #3 A of9o"asit kneel LPP M still 1.0 LTAR 15.51 R3 Pump Sank +15000/— #3 Septic Tank-2 +750 go- 03 8lodere Filter System 93 Septtc Tarn-1 +2M 9W_ (all tanks NCDEH approved) #1 Pump Tank -2250 gal - R1 Saptic Tank-2 +900 gal _ #1 aiociere Filter System -� #1 Septic Tank-1 +3375 gal R1 Grease Trap +2250 gal (ON tanks NCOeH traft rated approved) #2 Septic Tarn +1200 gal -`1 02 Pump Tank +750 pal - (all tanks NCOEH tfalric rated approved) `■a 02-A OR1ce Initial System Type -A Puraflo ■ 1 500 um. 10 LTAR, 8' x 82 5' R2-a Office Repair System Type -A Puraflo 500 s(M. 1 P LTAR, 8' x 82 5- [OPTION "A" With Pretreatment of Wastes] A Rose's Path SCALE: 1 Inch = 100 Feet (all soil lines paced & approx) JANUARY - 2003 Revised JUNE - 2004 X. #1-A kastsur Ina1a14PP 1,11 ';lap sgll i TAR 4V 45' a dT'T' Ii1l fir r �.r9#liftlllF:4^.':�:4.1O2tr•- ••_. Land Management Group, Inc. E1 _ x ` -b (A'10. j� Suitable soils for on -site waste treatment with conventional or low pressure pipe systems. Contour smoothing and leveling site improvements --I may be required. Est seasonal high static water table + 120% Est permeability <5-10 min/in to +48" de s. Fripp soil types. `( �" C Suitable to provisionally suitable soils for on -site waste tre t wit�1 shallow conventional or !ow prg5stx2 �ipe systems. Contour smoothing and leveling site improvements may be required. Est seasonal high static water table +24-48" Est permeability <6-10 minfin to +48" depths Fripp, Corolla, and Pactolus soil types. t- 1 Unsuitable sods for collection on -site waste treatment due to shallow seasonal high water table.. steep slopes, and/or poor landscape position. Pactolus, Corolla, and Leon soil types Proposed Paved Areas (wrth "gray" overlay masking) UProposed Building Locations Cut and/or Fill Areas that have been historically disturbed.