Loading...
HomeMy WebLinkAboutSW8950707_HISTORICAL FILE_19950825STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 ClSo__�07 DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS © HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 101c1So5s 25 YYYYMMDD State of North Carolina Department of Environment, Health, and Natural Resources Wilmington Regional Office James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager July 31, 1995 Mr. Dominick S. Butch, R.L.S. Quadrant Surveying, Inc., P.A. 106 S. Marine Boulevard, Suite I Jacksonville, North Carolina 28540 Subject: ADDITIONAL INFORMATION Stormwater Project No. SW8 950707 Sugar Spring Subdivision Onslow County Dear Mr. Butch: The Wilmington Regional Office received a Stormwater Submittal for the Sugar Spring Subdivision on July 14, 1995. A preliminary review of that information has detetTnined that the submittal for the subject project is not complete. The following information is needed to continue the stormwater review: I/l. Please provide calculations of the built -upon area, ie., how you arrived at the 27% built - upon restriction. Include each road broken down into individual lengths. 2. The deed restriction cannot be recorded as 27%. You must provide and record a list of each lot's allowable impervious area expressed as a finite square footage. t/3. There are three areas on the map without lot numbers, or identifying notes. Please add lot numbers and identify the 5.36 acre reserved tract. 4. If the reserved area is not included in the restrictions, then its area cannot be included in the site area used to determine allowable built -upon area, ,and it must stand alone when developed. ✓ 5. Two sets of plans are required for any initial submittals and all subsequent requested revisions to plans. 127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone 910-395-3900 • Fax 910-350-2004 An Equal Opportunity Affumetive Action Employer Mr. Butch July 31, 1995 Stormwater Project No. SW8 950707 6. Please provide a road cross section including road and right-of-way widths, ditch section (3:1 max side slopes are required) and any sidewalks proposed. In addition, please add a cul-de-sac detail to include the radius of the pavement and right-of-way. Z7. Add a statement to the deed restriction portion of the submittal form that "no one may fill in or pipe any swale or ditch on the project except the minimum necessary for a driveway crossing. 8. Are you an owner or partner in Sugar Springs Development? If not, an owner/partner must F- either sign the form or provide a signed and notarized document authorizing you to sign on his/her behalf. Z9. Please initial and date any revisions.made the original submittal form, which is enclosed for your convenience in making the requested revisions. Please note that this request for additional information is in response to a preliminary review. The requested information should be received by this Office prior to August 31, 1995, or the submittal will be returned as incomplete. If you have any questions concerning this matter please feel free to call me at (910) 395-3900. Sincerely, Ms. Linda Lewis Environmental Engineer DA/arl: S:\WQS\STORMWAT\ADDINFO\950707.JUL cc: Linda Lewis Central Files to Im EPK Ill be, U! 1�4 I sl I . / 265.04'1 75 7 N 26'36.37 �5. V — I - - --------- GRADE SWALE s 33'0�, al 50 74 48 N 15'00 00 E 25.00' TCH ON IL 42. s 30.0 (71 DITCH 44 O 0.20% TIE TO 5 NATURAL kol, v — — — — — — — q TIE '0 2 NATURAL 32 1 Z�s 13*0 5'32 40s 77.76' 46.0' x 4 3 38, .36 —N 87'52'34" E 71.59' 7� J�.,26� I cp 33 186-05' E 40 I 1 _�42 Ls30'23'13' 86.79' y. 44 77'00'4 102.49 §" E UADRANT SURVEYING, INC.; PA JUL 14 1995 Suite T River Cain Plaza Land Surveying 1WS-Marine Blvd. Subdivision Planning Jacksonville, NC 28540 Subdivision Design 910-346-2067 TO: Date: July _13z_1995_________________ Department of Environment, Health & Natural Resources Linda Lewis ------------------------------------------------------- Attn: -------------------------------- Land Quality Section ------------------------------------------------------- Ref: Sugar_Spring-Subds-i i.Qa----- 127 Cardinal Drive Extension D�slow Coun�y,_jy,- L_____----- ---- ---------- ------ ----------- ------------------------ Wilmington,._N_ C. __28405 _3845 ITEMS TRANSMITTED 1 Site Plan -------------------------------------------------------------------------------------------------- __ 1_ Density_Option_Submittal Form -------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------- THESE ARE TRANSMITTED AS CHECKED BELOW: ® FOR APPROVAL ❑ AS REQUESTED ❑ FOR REVIEW AND COMMENT ❑ FOR YOUR USE ❑ FOR BIDS DUE -- ---------------------------------------- REMARKS ---, 19 i 9_ Sash as w_ n n n e_w1 ayra rrc� _ ------ -- Dominick S. Butch COPIES TO:----------------------------t1GL� kf iSa 9 JUL 1 4 1"5 ------------------------------------ D.EM PROD' 15Lu 13 9soZ-7 _ Iff enclosures are not as noted, kindly notify ups at once) I Ron"Hardee &°Company Y� 4915 Arendell St., Suite 301 • Morehead City, North Carolina 28557 • (919) 247-4207 J 1.41-1 Ni%4I G Q. /7fio ✓C 0; 7�e 1,4 < JUL 0 7 �gg� '�1'`Ri TER ,JUL 0 7 1995 D.E►1 PROJ S0q,S 0-10-1 QUADR`,M •` ANT SURVEYING, INC., P.A. Land Surveying Subdivislon Planning Subdivislon Design TO: Department -of Environment, -Health & Natural Resources ------------------ Land Quality Section --------------------------------------------- 127 Cardinal Drive Extension ------------------------------------------------------- Wilmington, N.C. 28405-3845 Suite Z Rlwr Cart Plaza 106 S. Marine Blvd. ,i Jacksonville, NC 28540 910-346-2067 Date: -August 9,_1995--------------- Attn:.-LiDd- IAe-ViS------------------ Ref:... Sugar Spring_Sylbdiv_ision___ ---Onslow County,_ N _C_-------_ ITEMS TRANSMITTED 2 sets of plan number 2 & 10 for low density_submittal------------------ 1 Revised Density Option Submittal with_supporta ng_________________ calculations and -covenant --information -- THESE ARE TRANSMITTED AS CHECKED BELOW; FOR APPROVAL ❑ FOR REVIEW AND COMMENT ❑ FOR BIDS DUE--------------------- K$ AS REQUESTED ❑ FOR YOUR USE 19------ REMARKS This should clear up -all -of your comments.-_ In _regards to _Item_8._I am____________________ an owner and president of the corporation owning-the_proverty_.__-___---_ ___-___-__ ---------------------------------------------- --------------- -- ------- Call if you need something. - ------------------------------------------------ Thank you. -------------------------------------------------------------------------------------------------- ------------------------------------------- - ----_ - -- ------------------------- g_.`✓_ --------+ -N--------- -Dominick S. Sutch R.I��"j URNA [�"�'"l� COPIES TO: ---------------------------------- �tlj pp IEiJ iY��jB, ----------------------------------- IOC V 111` ------------------------------------ �un�( AUG 1.41995 U ----------------------------- J D' E M PRO # 5 u L95070'7 (H enclosures are not as noted, kindly notify us at once) AUGUST 9, 1995 STO.RM....._WATE R,,,_SU.BMI_TTALCA,L,CUL.A.TIO.NS., SUGAR SPRING SUBDIVISION ONSLOW COUNTY, N.C. STORM WATER PROJECT NO. SW8 950707 TOTAL SITE ACREAGE 57.86 ACRES X 43560 = 2,520,381 S.F. I.M, P E„R. V, I.O_U S,.,._S U. R F_A.0 E_ 1. SWEETWATER DRIVE 2013 LF ST. X 20 = 40,260 S.F. 1 CUL-DE-SAC = 3,848 S.F. 1 TAPER = 250 S.F. 2 RADII X 194 = 3.8..8._.._._.....__S.....F... 44,746 S.F. 2. FOUNTAIN DRIVE 826 LF ST. X 18 = 14,868 S.F. 1 CUL-DE-SAC = 3,848 S.F. 2 RADII X 194 = 388 S.F. 19,104 S.F. 3. WATERFALL DRIVE 673 LF ST. X 18 = 12,114 S.F. 2 CUL-DE-SAC X 3848 7._,.6.9.6.................._._S.._F_... 19,810 S.F. 4. SUGAR COURT 195 LFT ST X 18 = 3,510 S.F. 1 CUL-DE-SAC = 3,848 S.F. 2 RADII X 194 = 388 S.F. = 7,746 S.F. TOTAL IMPERVIOUS SURFACE = 91,406 S.F. TOTAL ALLOWABLE IMPERVIOUS SURFACE 30% X 2,520,381 S.F. = 756,144 S.F. FIXED IMPERVIOUS (ROADS) = 91..,40.6.,,._.__............... S.._F,,,., TOTAL ALLOWABLE IMPERVIOUS = 664,738 S.F. ....6.6.411.3.8. = 26.37% 2,520,381 MAXIMUM ALLOWABLE IMPERVIOUS SURFACE = 26.37% OF AREA OF EACH LOT I AUG 1 4 1995 o 0EIV] RROJ sw 9 450 -�0-7 e ey erwpp. oe 60 e e SEAL e L-2713 a weoU�/kc S.G��l�' ; .