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HomeMy WebLinkAboutNCC215137_NOT Closeout Documents (4)_20230913 FLM ENGINEERING December 21, 2022 Jessica Batten, El Development Engineer/Stormwater Manager Johnston County Department of Public Utilities Post Office Box 2263 Smithfield, NC 27577 Reference: Parrot Bay Pools (20-116-P) Partial Stormwater Control Measure Certification Dear Ms. Batten: In accordance with the approval letter dated August 30, 2021, FLM Engineering, Inc. reviewed as-built survey of the stormwater control measure (SCM) at Parrot Bay Pools and conducted an inspection of the SCM on December 13, 2022. We understand that due to the time of year and concerns with survivability, the wetland plantings have not been installed and will be bonded with the county until installation can take place in the spring. Given that, and based on the attached as-built survey and our site inspection, we certify that the SCM at Parrot Bay Pools has been constructed in general accordance with the approved plans, except for the aforementioned wetland plantings. LIMITATIONS This work was performed in a manner consistent with the level of care and skill ordinarily exercised by other members of FLM Engineering's (FLM) profession practicing in the same locality, and under similar conditions, as of the date any services were provided. FLM's opinions and recommendations were necessarily based on a limited number of data and observations. It is possible that actual conditions could vary beyond the data evaluated. Therefore, FLM makes no guarantee or warranty, express or implied, regarding any services, communications, reports, opinions, or instruments of service provided. CLOSING Please let us know if you have any questions or need any additional information. Sincerely, c= ,s„, CAAO, Jon D. Frazier, PE, LEED AP = QQ S AO Principal = 03 _ 919.610.1051 jfrazier@flmengineering.com AN D. Attachments: As-built Survey ©2022 FLM Engineering, Inc. Page 1 of 1 December 21, 2022 PO Box 91727, Raleigh, NC 27675 p 1919.610.1051 DocuSign Envelope ID:86BB44B0-FF9C-4590-84CC-BFD2A2EEF3F9 ' I PROPERTY N/F 1 ii Ali. I-II-`� 7i I CORNER FALLSI TIMOTHY J. BARBOUR WITHIN CREEK -F' / & CYNTHIAL. S I D.B. 634, PAGEE 161 161 EIP ID#07F0903A CONTROL CORNER L-2 L- ' L-• EPK (11E) , N 89'36'00" E — 347.64' N(y:61os46ss' NIP c- - E((x)):2,,39s44.01' .IP 0.19' , INV:179.01 tcd ' 31715: 795. __ :_ . _ 1`p�`'�'` ' 1a'FES '� �' ---' NV:181.49' 3 ��,. -�— �,. ,SPILLWAY]?'}—�� ---- ` :, ',-I•RA'+„1 RISER W Fl LD ES. ES RECO jA /�br�Es-6� -��y]�3atA�Li 1NIDTf1lItittl OE�ASTcMEl1L 1li -:__ ` •t, 4` `\ 'Zm TOP:185.45' --E0g2.5 ,1-ACCESS-AND-MAINTENANCE'____ __ ' , �, 4'ORIFlCE:183.10' INV: ii ili INV:179.74' 1. �` - - >8,'>,-! -i- =�1)�03 S.F./0.409 AC. 1 pRIFlCE--- ,( � , a', r 1"ORIFlCE:182.15' )_ - , , OUT:181.73' N cy 1:-" �•-� _ _ ,.HJV:182.0_5'_, �Y,`` I,' 1, , I ' 1 Itio N a) r%`-- ,,`" ,�- I EDGE OF AVEM '190' ` ,s,�1 'II'I i�' 1', ',�''� OEIB _ /"__- __. =j/% FES-9 I `s:' •`..r,i':l',' 1, , 1 ' TOTAL AREA •% wv:,sl.as' i BACK#euae:r% I I •�;: 1, , , 1,542 sq.ft. ECM,i I ��`;; 1i I', ', uEIP SITE 0.035 AC. �I' ;`V` dill I EXISTING �,,`,�`' '1' , ', ', , I 'I Ili-..- ASPHALT ii. , ,* ,,,^; ' , , , ' ha PARKING Z la ` ��, ,";•:� ,, , , , le I i ( CB „ ' liall TOP:190.25' I GRAVEL, " ' i` ' ' OUT:184.20' I w '' ' , , N lb,, % YI-8 w , `�'`,, `1, , , , —II NI OUT:184.164 ' , ` ' � „ ' 1111,4 ', ''o , oN G WOO DALL DARK'c iirA •' NW \ CV 04 3- cd 0 Wc•• •-- 40 11 , ,,' I 0 pie z I (. OD „ IM , � sm OSP ,,� � VCNITY VAP EXISTING BUILDING C) LEGEND' Z NIP„ m D EIP - EXISTING IRON PIPE EIB - EXISTING IRON BAR 0 P I rah A BEIP - BENT IRON BAR BEIB - BENT IRON BAR IPE co 41. CM - CONCRETE MONUMENT M I W ■ 0 EPK - EXISTING PK NAIL ■ SPK - SET PK NAIL qk I D NIP - NEW IRON PIPE SET c I R/W - RIGHT OF WAY — CAN - CABLE TV BOX CIS P EXISTING 8, ASPHALT al TEL - ELECTRIC BOX I TEL - TELEPHONE PEDESTAL 3 2. PARKING m PP - POWER POLE TOTAL AREA LPOH - OVERHEADLINE LP - LIGHTTPOLE WM - WATER METER CC I 295,761 sq.ft. WV - WATER VALVE U 6.790 AC. CO - SEWER CLEAN-OUT --I EXISTING GRAVEL PARKING 13 CC - CONCRETE I r INV:189.79' C CB - CATCH BASIN a al MH - MANHOLE r FH - FIRE HYDRANT O INV:189.67' 0SCM - STORMWATER CONTROL CO TEL I MEASURE ."a 05. Z EIP'" O F.wM 259.07' 0/ II —____ N 83 52'17" W EIP, X NOTES: W 1,0 e1 1. THIS PLAT SUBJECT TO ALL 0 I d� EASEMENTS, AGREEMENTS AND RIGHTS OF WAY OF RECORD Ce I ELL . PRIOR TO THE DATE OF THIS PLAT. / 2. NO UNDERGROUND UTILITIES D.B.E155 Nfi 6 PAGEW738 I �, HAVE BEEN MARKED OR LOCATED ID#07F09004Dsr o FOR THIS PLAT. 61 Jo 3. ALL BEARINGS AND DISTANCES ARE ,1W r ,� HORIZONTAL GROUND MEASUREMENTS I I W 4. ALL ELEVATIONS ARE BASED ON I M pi N A VD 88 3) 5. ALL CONTOURS ARE AT 1' INTERVALS o HIGHLIGHTED EVERY 5'. P L-1 PP NIP S 83'48'14" E :IP EIP' 165.86' �, LINE TYPE LEGEND 1. J CO I oi PROPERTY LINE - LINE SURVEYED — RIGHT-OF-WAY ADJOINING LINE - LINE NOT SURVEYED — — OVERHEAD LINE I rn - BUILDING SETBACK z EASEMENT I �^ — BUFFER FLOOD HAZARD SOILS I W I a EIP M r (o 0 z EIB 263.90' I N I _- 3 °DI N 8343'58" w El:'� ai h 43 I II 10 N I iF,'P a W ------------ N fi TAYLOR B.FREEMAN O `, Q '� I D.B. 5357, PAGE 636 00 c� �,..• .,s ` ��'`0/','�i W ID/07F090048 N 5• ti `�•,O`� ,`ES S,O `///j.� CO `� - W ,QUO �•9"-- -9 I M,I = SEAL <" I Z = L-3794 ``L ' ,,,`V DocuSgn�Ub [ , ,`, — EIB:) 'L L1/2022 [Z4tio/i.,,e1 a. �/ Q. 83D193173200411_. / v I SCM as-Built Only MI J co SCM AS-BUILT FOR cr zr PARROT BAY POOLS KINLAWS WRECKER SERVICE, INC. 0 D.B. 4980, PAGE 160 -0, W Q 194 FEDERAL ROAD EXTENSION ID#07F09004A N 4. ai N c OWNER: CAICOS PROPERTIES, LLC w REF: D.B. 5624, PAGE 278 Iil al N t co o g BANNER/ELEVATION TOWNSHIP kl o x JOHNSTON COUNTY, NORTH CAROLINA N o z w z I' 60 30 0 60 120 ` U ///lr\ s� DOT � ()R/W I DISC SCALE 1"=60' 0 S — ,'' DECEMBER 8, 2022 w INTERSECTION TIE WOODALL DAIRY ROAD 60� PUBLIC �' EIB" , �_7 co ZONED PAN ROVERLAY 31870 - IHI) BLI C R/W N. # C.S.R. ) �� #1381 J I,EIP PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 125 , WAKE FOREST N.C., 27588, (919) 556-3148 5.