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HomeMy WebLinkAboutSW8021219_COMPLIANCE_20031017STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE �LD3lDl�i YYYYMMDD �1 Impressive Concrete, Inc. 1916 Wood Duck Lane Surfside Beach, SC 29575 843-828,4459 Fax: 843-828-4793 October 13, 2003 .4 Mr. Rick Shiver Water Quality Regional Supervisor NC Division of Wafter Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Subject: SW8 010515 — Waves Beachwear \SW8 021219 — Shipwreck P6int Golf; Dear Mr. Shiver: This letter is in reply to your Notice of Violation to Henry Shitrit, President of H&D Properties, regarding the Waves Beachwear Stormwater Permit No. SW8 010515 and Request for Designers Certification for the Shipwreck Point Golf Stormwater Permit No. SW8 021219. As the general contractor for the Shipwreck Point Golf project, Mr. Shitrit asked us to coordinate the resolution of these matters. We have been in contact with Mr. Keith Bulla, the engineer on these projects, and the individual who is responsible for submitting the Designer's Certification on each. He has reviewed your letters and the plans and he has made recommendations to us on how to correct problems before he can submit the Designer's Certifications. Therefore, our Plan of Action is as follows: Waves Beachwear: 1. A plumber will be hired to tie in the building to the sanitary sewer. 2. The retention pond will be drained and reshaped to the plan and sod placed on the sides to a depth low enough to stabilize the sides. 3. New wetland plants will be planted on the plant shelf. 4. The swale on the west property line will be filled and graded in accordance with the plan to allow proper drainage to the pond. 5. The flume inlet to the pond will be stabilized with rip rap. 6. The sediment trap berm in the pond will be placed in the correct location. 7. The orifice opening for the pond outlet will be relocated to the outlet side of the fl- inch pipe. oq, amms 1,11. p v („j f j)" q LPG Imms T.it. fp:- !*c Oj P& Uri 09"UM SUq P& ;PSI ja P!-' lu LPS10yal' iDG1,S "SM SPAYWO DMUM Cs4TCW,,'O' iebya uP�wqe ff) l7pcpPpIr )i 4 -CII, Olj tj" �jj' PAC P900 QQ' Q.M"j; PYL KIM 809 100 SOMR fy. -,pg Emvsq no ju wayNey Piz waoinpicu C.". r)ybusve j,jvE) EIVIL Yf F 20piqU 'Y. G +-j • Page 2 October 14, 2003 Shipwreck Point Golf: t. The pond side slopes will be reshaped and stabilized with sod to a depth low enough to stabilize the sides. 2. New wetland plants will be planted on the plant shelf. 3. The flume inlet to the pond will be stabilized with rip rap. 4. The emergency overflow weir does not allow stormwater to flow out and a swale on the discharge side of the emergency overflow will be constructed to the pipe outlet ditch. 5. The orifice opening for the pond outlet will be relocated to the outlet side of the 6- inch pipe. 6. The pond outlet structure is cracked and will be patched with grout. We are currently in process of making final arrangements with the plumber and the sitework contractor the complete the above. As soon as these items are completed, Keith Bulla will submit the necessary Designer's Certifications. We are currently planning on have all competed by November 17, 2003 if at all possible. The Town of Surf City is also requiring that we obtain a permanent Certificate of Occupancy by that date. If you have any questions regarding the above, please contact my office at the number above. Sincerely, Tom V .Baker President TWBIIb cc: Henry Shitrit, H&D Properties Keith Bulla, PE Charles Riggs, Surveyor Steve Padgett, Surf City Inspector Kenneth Merritt, Merritt Construction Linda Lewis, Environmental Engineer, DWQ WET DETENTION POND ANALYSIS FILE NAME: PROJECT #: SW8 021219 PROJECT NAME: Shipwreck Point Golf G:\DATA\WPDATA\WQS\POND\021219.WK1 REVIEWER: L. Lewis DATE: 09-Apr-03 Receiving Stream: UT Becky's Creek Class: SA Drainage Basin: Cape Fear Index No. CPF24 18-87-8 Site -Area 2.15 acres Drainage Area 9350 00 : square feet Area in Acres 2.15 IMPERVIOUS AREAS Rational C Building 1500.00 square feet 1.00 Parking 18205.00 square feet 1.00 Sidewalks 1515.00 square feet 1.00 Golf Course 28798.00 square feet 1.00 square feet square feet TOTAL square feet Rational Cc= 0.67 SURFACE AREA CALCULATION % IMPERVIOUS 53.50% Des. Depth 5.5 TSS: 90 SA/DA Ratio 3.38% Req. SA 3160 sf Prov. SA ;:<.;:4058fl sf VOLUME CALCULATION * place a "1" in the box if Rational is used Rational ?* 1 Des. Storm inches Rv= 0.531 Bottom 21.1 msl Perm. Pool ........ 26 64 msl Design Pool 27.75 msl Storage met @elev 27.73 msl Req. Volume ... cf Vol. Prov. at DP :....:: 367: cf ORIFICE CALCULATION Avg. Head = Flow Q2, cfs Flow Q5, cfs No. of Orifices Diameter, inches Drawdown = Perm. Pool Volume= 10115 Req, Forebay Volume= 2023 Provided Volume= 1822.00 Percent= Elevation Area Inc. Vol. Acc. Vol. 27.60 4995.00 4545.00 4545.00 28.60 5967.00 5481.00 10026.00 Q2 Area = 1.23 Q5 Area = 0.49 Orifice Area 1.23 Q= 0.030 ,::.......:.... in x Surface Area @DP = Falling Head Drawdown = COMMENTS Surface Area and Orifice are within Design Guidelines. Volume is deficient. sq. inches sq. inches sq. inches cfs _,j in 5276.17391 sq. ft. 2.8 days 10 Keith P. Bulla, P.E. 3202 Binford Court Wilmington, N.C. 28405 Telephone: (910) 791-4724 April 8, 2003 Linda Lewis Environmental Engineer North Carolina Department of Environment and Natural Resources Division of Water Quality 127 Cardinal Drive Extension Wilmington, North Carolina 28405-3845 Re: Storm Water Management Permit Application Shipwreck Point Golf, Pender County Storm Water Project Number SW8 021219 Dear Ms. Lewis: On behalf of Mr. Henry Shitrit, President, H&D Properties, LLC, 14418 Ocean Highway, Pawleys Island, South Carolina, I have enclosed two copies each of the revised storm water storage calculations and the detail drawing with the revised outlet structure spill way elevation in accordance with your telephone message of April 4, 2003. If you have any questions in regard to the revised storm water management plan, please advise. Sincerely, OL Q 2iL Keith P. Bulla, P.E. Project Engineer Enclosures cc: Mr. Henry SWtrit (w/o encs) -TG%,ti.Icc�c,�~Icr41ru�s�_:ya_w�c<c. J- AF7 � cahPay! •� �OJ IX� I i �.ISIcT� i - - j si -9t 53WO7 r3_ —I- --L-- j —�— I _..-- _I �� - - u- c� I �1� c- �! c t�' ca I f _,; ;. i � 10 1_ � _. _ _I v !�T_I Cl _r U . _i /1/to- ,l4- j I I IIf� i i I I I I j [t — I I I I� J I l �._7 'g_gv�e.- C71'�,►-.�_C�ur_�V I I _�� c_�� ,_��I� i i I I I' jam wo , 6j,,,� I�_�! ]'i II - I —_--�—s ! II - _lIa .I,�• � l !S ! L13 //8��I 1 1; ' I_I wi �.I _.S-----'�Lr-I—� �-�J�.i--� I ��i/ti+=.�✓ I�y'. . �, � _�' I'/'Gf�v�,A' ��� �v i,-- I —I C-3 _ Fill -;�' -I II- _.____l -._ T STORM WATER CALCULATIONS For Shipwreck Point Golf Town of Surf City Pender County, North Carolina �`�'1��1151tC17Jfilf! 3 21 03 December 20, 2002 (Revised March 9,2003) Prepared By: Keith P. Bulla, P.E. 3202 Binford Court Wilmington, N.C. 28405 (910)791-4724 Prepared For: H&D Properties 14418 Ocean Highway Pawleys Island, S.C. 29585 RECEIVED MPR 2 7 2003 DWQ PAOJ# 5Wd()ZIZ1'3_� I I I I �h-l�P,.� r��G�c_�—� . ✓tiT'I Ii/_/�/?���G - `iC I Lie _._._1__.._._�1—� � �� f ��s�.sr����,�n�,s�, ,,lam ;.��f ►c Jrol2'!a i ---� e-�rl+��n C !�G—; �_vv�L�--SiG� b _ _Wli Llei G+•►�Gvy.I PC�Gr �r � .�=---- 1 .�— n ved Jc{,,si I5_�3 `8ZTZ �Ir o�c. -'—=- LJI 7za, F_. ! —;----- ! �- .!— I - ! --- -I- .; _C�.�_s��cc/`�Z_��t7� Vnlf•a.,n�.a.� I 4�,/-c��, �c��l� ��J�y si_�'�_-e_e,.�= !_�__5r�! �r:,: � S�-.�-'—;-- r,..i _i •�,,`; `1 - - I -- -I --- —� — P ' i�'{-�rN��✓\�c. 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BULLA, P.E. 3202 BINFORD COURT WILMINGTON, NORTH CAROLINA 28405 (910) 791-4724 r�4 4 STORM WATER MANAGEMENT NARRATIVE SHIPWRECK POINT GOLF TOWN OF SURF CITY PENDER COUNTY, NORTH CAROLINA December 20, 2002 (Revised March 9.2003) Project Description: This project, Shipwreck Point Golf, is a miniature golf course with parking and a concession building. The project site is a total of 2.15 acres. The property is located on the west -side of NC Highway 50/210, approximately 2000 linear feet south of the intersection of N.C. Highway 50 and 210, Town of Surf City, Pender County. The storm water controls for the project include vegetated buffers, vegetated swales and wet detention basin. There is no off -site storm water contributing to this site. The project wet detention basin will discharge to a ditch located in a dedicated street right of way. The project is located in a watershed that drains to Beckys Creek, classified as SA waters. The site is more than 1/2-mile from SA waters. The project provides easements for the storm water conveyances. H&D Properties, LLC, 14418 Ocean Highway, Pawleys Island, South Carolina, is responsible for the construction, operation and maintenance of the storm water system. This property has been cleared and is currently vacant. There is no existing impervious surface area. The proposed impervious surface area is 1.15 acres. The percentage of impervious surface area for the site is approximately 53.5%, requiring the site to be developed as a high -density site in accordance with NC Storm Water Regulations. According to the Soil Survey of Pender County, the site soils consist of the Onslow series described as moderately well drained. The seasonal high water table is estimated to be located at 4 to 5-feet below the ground surface. The site is serviced with water and sanitary sewer from the Town of Surf City. Storm Water Management: During construction, silt fences are to be constructed around the site to manage runoff. The proposed wet detention basin will be constructed first and utilized during construction as a sediment basin. The basin will be cleaned and restored to design dimensions upon completion of construction. For long-term management of storm water runoff for the project, the wet detention basin will be used to capture the first one -inch of storm water runoff from each rainfall event. The wet detention basin calculations are enclosed. The wet detention basin has one curb inlet located on the west -end of the proposed parking lot and a 15-inch overflow pipe from the site water feature. The runoff from the golf course flows into either the water feature or the parking lot. Each golf hole is equipped with a drain at the course ball hole that drains directly to the water feature. The water features at the site are connected with a 12-inch PVC pipe. The water feature drains to an 18-inch overflow structure that drains through a 15-inch pipe to the detention basin. A low section of the water feature acts as a spillway that drains to the parking lot. The storm water will flow into the basin forebay, design volume approximately 20% of the total basin design volume. From the forebay, the storm water will flow over a spillway along the width of the basin into the main basin pool. The basin has a permanent storage depth of 5.5-feet. The top of the permanent pool is provided with a planting shelf with a slope of 6:1. The 1-inch of rainfall is contained in 1.1-foot above the permanent pool. A basin freeboard of .9-foot and an emergency spillway are to be provided. The basin side slope will be 3:1 above the permanent pool. The basin storage volume above permanent pool will be discharged through a 1-inch diameter orifice located in the basin outlet structure. The 1-inch diameter outlet will discharge the 1-inch of rainfall over a two-day period. The outlet structure is equipped with a 6-inch drain located at the bottom of the structure for draining the basin. From the outlet structure, the basin can be pumped out for any required cleaning or maintenance. 12 50 3 ht 7. ua 11534 534 30 I N 46F N :zz;:3v yy Eli: 44 lq, ®r w4! , mji Q LL AN via" J, JiN "I Lrl 10-1,111i I.-- -P M OEM &A NC QUADRANGLE LOCATION I . E . 2 L PAR HOLLY RIDGE, Nc: 1997 NDAA W21 NE -SERIES VR2 Zo v �j ..... ..... . . . . . . . . . RECEIVED DEC 2 0 2002 DWQ PRad# S64jF0Z1zi i SEEDING SPECIFICATIONS For Shipwreck Point Golf NC 50/210, Surf City Pender County, North Carolina Prepared For: H&D Properties, LLC 14418 Ocean Highway Pawleys Island, South Carolina 29585 December 20, 2002 Prepared By: Keith P. Bulia, P.E. 3202 Binford Court Wilmington, North Carolina 28405 (910) 791-4724 ,�,,tNsae►aaesa�h a -��?11 ?24 �Gl � ,T W11 SEEDING SCHEDULE SHIPWRECK POINT GOLF SURF CITY PENDER COUNTY, NORTH CAROLINA December 20, 2002 PLANTING SPECIFICATIONS Seeding, mulching, and conditioning of the soils on the subject site is to be performed to North Carolina Department of Transportation requirements, Section 880, Standard Specifications for Roads & Structures, with the following provisions: 1.1 Seeding, mulching, and conditioning shall be done on all earth areas disturbed or filled by channel dredging, construction or as designated by the Engineer. 1.2 Seeding, mulching, and conditioning shall be accomplished as soon as possible after land disturbance to stabilize the soils and prevent erosion. The soils shall be stabilized permanently between the months of April and June. Prior to permanent seeding, the soils shall be seeded, mulched, and conditioned for a temporary grass cover as herein specified. 1.3 In order to prevent excessive soil erosion and siltation, a grass cover shall be established as soon as possible following dredging and construction operations. The Contractor shall complete grading to the proper final grade and then perform seeding, mulching, and conditioning as the final grading progresses or within 30 days thereof, unless there is a specific permissible length of delay due to circumstances beyond the control of the Contractor. 1.4 Superficial scratching of the slope surface will not be sufficient seedbed preparation. On 2:1 or 12:1 slopes, a seedbed preparation will be required approaching the degree of preparation required on flatter areas as far as depth is concerned although the same degree of smoothness of seedbed will not be required. 1.5 The kind of seed, the rate of application of seed, limestone, and fertilizer is as follows (Contractor will be responsible for performing tests of on -site soils): Temporary Seeding - Fall Seeding Mixture Species: Rye (grain) Rate (lb/acre): 120 Seeding Dates: August 15 - December 30 Soil Amendments: Follow recommendations of soil tests from the Agriculture Extension Service for fertilizer and lime application rates. Mulch: Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. Maintenance: Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre of nitrogen in March. If it is necessary to extend temporary cover beyond June 15, overseed with 50 lb/acre Kobe. Temporary Seeding - Late Winter and Early Spring Seeding Mixture Species: Rye (grain) Rate (lb/acre): 120 Annual Iespedeza Rate (lb/acre): 50 (Kobe) Omit annual Iespedeza when duration of temporary cover is not to extend beyond June. Seeding Dates: December 1 - April 15 Soil Amendments: Follow recommendations of soil tests from the Agriculture Extension Service for fertilizer and Iime application rates. Mulch: Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. Maintenance: Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage. Temp2in Seeding - Summer Seeding Mixture Species: German millet Rate (lb/acre): 40 Seeding Dates: April 15 - August 15 Soil Amendments: Follow recommendations of soil tests from the Agriculture Extension Service for fertilizer and lime application rates. Mulch: Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. Maintenance: Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage. Permanent Seeding Seeding Mixture Species: Pensacola Bahiagrass Rate (lb/acre): 50 Sericea Iespedeza 30 Centipedegrass 5 German millet 10 Seeding Dates: April 1 -July 15 Soil Amendments: Apply lime and fertilizer according to soil tests from the Agriculture Extension Service Mulch: Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor by tacking with asphalt, roving or netting or by crimping with a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool, Maintenance: Refertilize the following April with 50 lb/acre nitrogen. Repeat as growth requires. May be mowed only once a year. Where a neat appearance is desired, omit sericea and mow as often as needed. Limestone shall contain not less than 85 percent of calcium and magnesium carbonates and shall conform to the following minimum standards: one hundred percent (100%) must pass through U.S. Standard 10 mesh screen and forty percent (40%) must pass through U.S. Standard 100 mesh screen. 1.6 Equipment to be used for the application, covering, and compaction of limestone, fertilizer, and seed shall be approved for that use. Application of seed and fertilizer in water suspension or by air blast methods will not be permitted on slopes flatter than 2:1. Should a hydraulic seeder be used for application of seed and fertilizer, the seed shall not remain in water containing fertilizer for more than 30 minutes prior to application. 1.7 Mulching - Mulch shall be spread uniformly over the area by hand or by means of appropriate mechanical spreaders or blowers to obtain an application satisfactory to the Engineer. It is the intent of this specification that satisfactory applications shall allow some sunlight to penetrate and air to circulate, but also partially shade the ground, reduce erosion, and conserve soil moisture. Care shall be exercised to prevent displacement of soil or seed or other damage to the seeded area during mulching. 1.8 The Contractor shall be required to take sufficient precautions to prevent mulch entering catch basins or pipe lines through displacement by wind, water or other causes. The Contractor shall apply a sufficient amount of asphalt to insure that the mulch is properly held in place. 1.9 In the application of fertilizer in seeding operations, or in the application of asphalt materials during mulching operations, adequate precautions shall be taken to prevent damage to concrete or metal structures. Such structures shall be adequately covered or application methods changed so as to avoid damage. Where any damage occurs as a result of the Contractor's failure to take adequate precautions, the Contractor will be required to repair such damage including any cleaning that may be necessary before final acceptance of the work. 1.10 Once an area has been seeded and mulched, the Contractor is required to take adequate precautions to insure that all future construction operations do not damage these areas. No payment will be made for repairs of any kind that are due to negligence of the Contractor. 1.11 Fertilizer shall be the standard commercial product of analysis. All fertilizer shall be delivered in bags bearing the manufacturer's name, the chemical analysis of the project, and its weight. If not used immediately after delivery, fertilizer shall be stored in a manner that will not allow it to harden or destroy its effectiveness. 1.12 Seed shall be certified seed or equivalent based on North Carolina Seed Improvement Association requirements for certification. If the seed is not grown in the state where it is to be used, it shall meet the certification requirements of the Seed Improvement Association for the state in which it is grown. All seed shall be furnished in sealed standard containers. Seed which has become wet, moldy, or otherwise damage prior to seeding, will not be acceptable. 1.13 Mulch shall be any of the materials noted below: A) Grain straw or dry hay: Mulch materials which contain an excessive quantity of mature seed of noxious weed or other species which would hinder the establishment of desirable vegetation will not be acceptable. Any mulch material which is in an advanced stage of decomposition as to smother or retard growth of grass will not be acceptable. B) Asphaltic adhesive: Asphaltic material to anchor straw mulch shall be thin enough to be blown from spray equipment. It shall be SS-1 emulsion or RS liquid asphalt 1 or 2. 1.14 Seed: Furnish duplicate signed copies of a statement from vendor certifying that each container of seed is fully labeled in accordance with the Seed Improvement Association requirements for certification, This cerofcation shall appear on, or with, all copies of invoices for the seed. Each lot of seed will be subject to sampling and testing at the discretion of the Engineer. Sampling and testing will be in accordance with the latest regulation under the Federal Seed Act. 1.15 Fertilizer and Lime: Fumish duplicate copies of invoices for all fertilizer and lime i. used on the project. Invoices for fertilizer shall show the analysis and the quantity furnished. Invoices for lime shall show the percentage of magnesium oxide and quantity furnished. Upon completion of the project, a final check of the total quantities of fertilizer and lime used will be made against the total area seeded and if the rates of application have not been met, additional quantities of these materials shall be applied to make up the application specified. 1.16 Prior to or during grading and tillage operations, the ground surface shall be cleared of stumps, stones, roots, cable, wire, grade stakes, and other materials that might hinder proper grading, tillage, seeding, or subsequent maintenance operations. 1.17 Grades on the area to be treated shall be maintained in a true and even condition. Maintenance shall include any necessary repairs to previously graded areas. 1.18 All graded areas shall be thoroughly tilled to a depth of at least four inches by plowing, disking, harrowing, or other approved methods until the condition of the soil is acceptable. On sites where soil conditions are such that high clay content and excessive compaction cause difficulty in getting clods and lumps effectively pulverized, the Contractor shall use rotary tillage machinery, until the mixing of the soil is acceptable and no clods or clumps remain larger than 1-1/2 inches in diameter. A firm and compact seedbed is required, and after being graded, the seedbed shall be lightly compacted with a land roller such as a cultipacker, before and after seeding. All tillage operations shall be as near on the contour as is practical, but in not instance up and down the slope. 1.19 Limestone may be applied to the area prior to the preparation of the seedbed, but in all cases, it shall be applied before seeding and thoroughly incorporated into the entire depth of the prepared seedbed. The incorporation of the lime may form a part of the tillage operation specified above. 1.20 The fertilizer shall be incorporated into the upper three or four inches of the prepared seedbed. This can be done just prior to the last tillage operation or just prior to seeding, but in no case, will it be applied more than three days before seeding or before the lime is applied. Distribution by means of an approved seed drill equipped to sow seed and distribute fertilizer at the same time will be acceptable. When hydroseeding equipment is used for planting operations, fertilizer shall be applied simultaneously with seed using the above rate of application. 1.21 When conditions are such, by reason of draught, high winds, excessive moisture, or other environmental factors are such that satisfactory results are not likely to be obtained, the work shall be stopped and resumed only when conditions are favorable. If inspection during seeding operations, or after there is a show of green, indicates that strips wider than the space between rows planted have been left, or other areas skipped, additional seed shall be sown on these areas. m 1.22 Straw or hay mulch shall be anchored in place by uniformly spraying the straw with the hereinbefore specified asphalt material at the rate of 0.10 gallon per square yard. 1.23 The area shall be protected against foot and vehicular traffic by erecting adequate barricades immediately after seeding is completed, and by placing warning signs of an approved type. 1.24 The Contractor shall be responsible for the proper care of the seeded area during the period when vegetation is being established. In the vent of an erosive rain before an adequate stand of vegetation is established, damaged areas shall be repaired, limed, fertilized, seeded, and mulched wholly at the Contractor's expense. 1.25 The Contractor will restore all areas upon completion of project including the removal of sedimentation and erosion control devices and restoration of the wet detention basin. Restoration of the basin will include restoring the basins to the design depth and re -seeding and mulching where the basins are disturbed. State .of. North' Carolina 'D&aartment of ,,Carolina and Natural Resources... F t" y Wilmington -Regional Office - Division of Land Resources ,Land Quality Section Michael F. Easley 'Governor William G. Ross Jr., Secretary N� C ER s - NORTH C'"Ou"A DEPAFTMENT OF �P ENVIR0NHEWT o NATVRP RE5CuAC" - July 7, 2003 �\ NOTICE OF VIOLATIONS OF THE SEDIMENTATION POLLUTION CONTROL ACT CERTIFIED MAIL P 7003 0500 0000 8804 2238 ' RETURN RECEIPT REQUESTED . -- H&D Properties, LLC Mr. Henry Shitrit, President 14418 Ocean Highway Pawleys Island SC 29585 Project Name: Shipwreck Point Golf Project No: PE-03219 Pender County Dear W'I.Shitrit: ; On July 2, 2003, personnel of this office inspected a project located NC Highway 50/210 in Pender County, North Carolina. This inspection was performed to determine compliance with the North Carolina Sedimentation Pollution Control Act of 1973. The inspection revealed a land -disturbing activity of approximately 2.27 acres being conducted. It is our understanding that you and/or your firm are responsible for this land -disturbing activity. The purpose of this letter is to inform you that this activity was found to be in violation of the Act, NCGS 1 13A-50 to 66, and Title 15A, North Carolina Administrative Code, Chapter 4. If you feel that you are not responsible for the following violations, please notify this office immediately. The violations that were found are:, 1. Failure to conduct a land -disturbing activity in.accordance with the provisions of an approved erosion and sedimentation control pla•n.G.S. 113A-61.1. .Erosion control measures `have not been installed as per plan: construction equipment has not been limited to gravel construction entrances; silt fencing has not been installed as per plan; the sediment basin is not functioning to collect runoff and store sediment. - '.� _ �` •._ The erosion and sedimentation control plan approved by this officeon April 9, 2003 must be immediately implemented on,the site -sufficient to"restrain off -site sedimentation, or if that plan' can no.longeraddress the field conditions, submit to this office a revised ;plan that addresses current erosion and sediment control needs:" - , <•,:. , . r ,. - .r-• .. t Coo. n.y ,t r Rn. •':•`•�. �_ .}'.. Y ,S 127 Cardinal Drive Extension, Wilmington, N.C., 28405-3845'Teleph64 910.395-3900 Fai 910.350-2004 }� An Equal Opportunity Affirmative Action Employer It 5Mr"`,Henry Shitr`it :Julyy7,`2003 _ Page Two' ' �.• p , ' yr�A r� Y `-5 �- + -.�• tir t, " f ' �f Frr+- •�-- Yr�-- 2. Failure on a tract of more than one acre,•when more than .one acre is uncovered,+to, install sedimentation and erosion control devices sufficient to retain the sediment . generated by the• land -disturbing activity within the boundaries of the tract "during construction upon and'development of the tract. G.S• •1 13A-57(3). "I Material is being tracked "off site by construction equipment. Measures to retain sediment on site have not been installed.. 3. Failure to maintain satisfactorily all temporary and permanent erosion and sedimentation - control measures and facilities during the development of a site. 15 NCAC 48.0013.'`. Silt fencing was installed at one point; however, it was not installed as per plan and it has not been maintained. To correct these violations, you must: 1. Install all measures as per -plan: :silt fencing gravel construction entrances at all accesslegresses,`and the sediment basin. - ' 2. Install any additional measures necessary to retain sediment on site. Limit construction ' ,traffic to stabilized gravel construction entrances: , 3. ' ;" Maintain ali temporary erosion control measures until site work iias been completed and permanent ground is established. Please note that merely planting grass seed does not satisfy the requirements of "vegetative cover" or of "ground cover sufficient to restrain erosion." These requirements are not satisfied until a standing cover of grass or other ground cover is established which is, in fact, sufficient to restrain accelerated or man-made erosion. The initial one day civil penalty could be an.assessment of up to $5,000.00. A time period for compliance is not required for -this initial 6ne-day'civil,penalty'pursuant to NCGS,1 13A-61.1 (c) and NCGS 113A-64(a)(1 )• An initial one day civil per'alty,is being considered for this project.. If the violations'described in•this Notice are not corrected w_ ithin 10 days following your.receipt of this Notice; the Division of Land Resources may take additional appropriate legal action against you ' pursuant to NCGS 1 13A-64 fTh -at action could be the assessment of additional civil penalties and may, - - C;f-«.-"., -- f: .. .:. � - .' •. • . - �- result in, the initiation of othe�r'.remed es.as prescribed by;the*Act.c.,lf'additional civil penalties�.ice'are\ -- assessed for the violations7�he amount may be upfto $5,000.00 per day for each day of the':6olation pursuant to NCGS 033A-64(a)(1)•If all violations are corrected within,the time period specified for. compliance additional civil penalties or legal remedies will not be pursued , s', Y �yir �.. -ra s+�", r,.�•hp �,��u•-y1y "sb.7�.•aC'i_!' :,i' Y 4♦ F A `!'ir-_,iyt ';t-IM 5-. �' x'y ,` ,jLfi�f� , : r'. .. •" ,.t -' { •!',y'h.+r t.� - • ..,... r d iY ",. dr'- r x � ;. Y '} { w � ii""^' i_ _ _ 31 . e R t: .4 r Mr.' Henry*Shitrit July 7,-'2003 Page Three Any new land -disturbing activity associated with this project should not begin until the area presently disturbed is brought into compliance with the Act. When corrective actions are complete, you should notify this office so that the work can be inspected. You should not assume that the site is in compliance'with the Act until we have so notified you. In addition, once compliance has been achieved, all installed measures must be satisfactorily maintained until development is complete and the site is fully stabilized to, avoid further violations of the Act. We solicit your cooperation, and would like to avoid taking further enforcement action. At the same time, it ,is your responsibility to understand and comply with the requirements of the Act. Copies of the relevant statute and administrative rules may be examined at this office or will be sent to you upon request. Should you have questions concerning this Notice or the requirements of the Act, please contact either Carol Miller or me at your earliest convenience. Please do not hesitate to contact me regarding any questions you might have about this matter. Sincerely, Daniel Same ,E., M.E. Regional Engineer DESllbfr cc: Sedimentation Specialist WiRO•LOS ,:BW,O'Supervisor.WiRO Enclosure: Inspection Report ��{ Ali - � r ,•,� e�t,i � P � 4t_i� — _ V _ . II 77 y n.l'� • � _� I Scr ❑ a:zNo'appioved pEan; G.5 �113AG57(4) andilSA NCAC 04B:0107(c) L`i,❑ g" Inadequate buffer zone;°G.S.I ]3A= :'�Faildfe`to follow'a pProved` laff.S'I'13A�61 r]' s;;^ H ,t t ;'` ❑ h:t:Graded :r 4� f YA P ,ry •y 1? * ,» c ^ Failure• to submit redised plan; �G.S.�1 E 3 -54 1() and k 4: lj' #;otrl SA NCAC 6�38:0124,(d) :';•;- -: ,-.,5 ti r, .,4 rs: }' , y r i . S apt i fr. }n 1, i�li tl+ �:.aa atf-. �1 15A NCAC 04B.Oi 18t/a�F J'`"{s • 3 R; " ' tr F off L'� tr, 1 .Y'I-❑ 0,Un proiected ex osed s1gpgs G S 'I 13A=57 21 Y'l:r4B01.',r•`:,�,Xrli.'1iL�. '.''e ikr,_Ci.;:G�3r''-r,rt;rr,4 ;,Fr: ac •Y:,-••pr_d P.. :;. ,..'�••,.� J i'a.y tJ '_i`;-•";':, d:^}1,':s,, � � 0 d ;;Failure torp gylcie adequati groundcover;,G.S i1,13A;57(3) and N t t.} Failure to, maintain -erosion control measures t..t t' t15A NCAC 04B:0 107(b) or.l 5A`IVCAC'04B:0124{e) ;'t �y Insuffieient measures to retain sediment�on site G:S:+I 13A=57 3 t = ❑ k:t'Othei• describt � ,Sf. : ,44;:•Fs ti F� f' �, �L, viit r, '':�% ,: �r:Vi�.*�1..,'nxr....{i.',r� ., �R ti',1.,•( )�4<k-(ti:�,?It (_'r 3 {f ) ryy ?.1:.. ❑ f:',.Failure to take aH reasonable measures 15A�NGAC-fir b �abl s!r� <.{ re"r...�.. .; •�, Z..�.Ff}. f ti, -•y re7 ;l % - % _j. '149 F.1y 1r - y,+ ,.. 7i,, •Ai, Rr v,s [ 4`.,e rG-it .'•r. _ :- r „'{ r{. s'3. ,': r'{i:.f ,ts 1 .F 3,,,- f iFj 4 r. - 1 Pote'rial NPDEe�tV ola�tyan Yes❑aE]{jDescrtbe ,-• _, +,, ,. �• k. �:r a' S r `3 4 Y 7 Has sedlmentatlon damage occurred'slnce;last mspect{on',k ,� Yes 3'lf yes, where?,(check all that apply):;• ��No •❑ J �+; ,y �Y>,�i t�.! t i+ :nt:^w.•,j;:[.'r +.kr.'rg.tl:•::iS?•3-•',.: i. r 4's:• r,:at'... � t ? �;t,;��Take/natural wafercourse�on�the tracts❑ �'' �p� p xLake/natural watercourse offthe tract{'❑�Other'property ❑ t;y ""�"r �'. �'� R,. RR'" . v v4 s•a.�i{•!.ir''nY .7 -.4✓4 $r i.:Y'' - �s r .: .Tlr •44 J l`• •;4.���'. r. Description + % trt [ Ce ct r NC + 7 �i „ 5 ., 81 4V Y ti 1. ,%11!iT tu;`,* 3 k i`en Degie_eofdama-i Slighf�!O Moderate' ❑ evere �''�:- `"�F` i' mow`?( rr';r F 5 -;,'tx r Yr8 Coniact`rnade with {1V1e.+�rf r Y b� ,..'�eiis2"'5:;$ s�1" r) G td fS }'at t Ii „c z w r�- ,y l ; /s J �y - t� { 3; „�i't 4 b N- c• �• .t- a Title , .._„ : CJ r i i i Inspection Report given'❑ of"sent 77-7' :�•3'r,;to Person Financially Resporislble- y: r; Date'grven/sent n4a•,"i'r"`F �.- .!S` t1-},S7 �'r v+"f't r i. i' '•J ''t+• r' �.:, i r wr.., r y: i' i ] 9r Corrective actions ncc ed i!C8�2 iy� d b :t „. ,. ,»�tr�6 v 4 t.rS :, o48 .:V � f 4 c..r-,K •.::t'tF'',��� � -;'1 '•uY•,-��Fl.`b -3 't:45'bi�!' tif.;�:� ..-:`j}r;, "+1.: i ..45 J - yi 'n.. .. s-- t � '<'�, s,r, _ .,r ;•tt'�+.:7 jt3.E ;v. ';:,_�'- .3t.�••e- 1 - d '�,y ,, d �t ;. .'� r(F[;;r!•i�i.ri:Xi'r... i••r`i('�'^v i '+ *r' `t:. :r✓ tn.,! 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