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S-1609 Application
2008004208 Received: 1/17/2008 2:10:55 PM Recorded: 01/17/2008 02:12:38 PM Filed & Recorded in Official Records of PAT O'BRIEN, PULASKI COUNTY CIRCUIT/COUNTY CLERK Fees $20.00 BILL OF ASSURANCE TO: THE PUBLIC ) KNOW ALL MEN BY THESE PRESENT That whereas James Theron Morgan is the owner of : Part of the NW / SW /, Section 4, T-2-N, R-14-W, Pulaski County, Arkansas, more particularly described as follows: Commence at the Southwcst corner of said NW '/< SW 'I., thence N 01'07'37" E, along the West lint of said NW !Z SW'/4, 400 feet to the point of beginning; thence continue N 0['07'3T' E, along said West line and in the centerline of Barnett Road, 250.95 feet; thence continue, along said centerline of Barrett Road, the following bearings and distances: N 06'57'29" E, 48.79 feet; N l6' l4'5l" E, 37.11 feet; N 30'27'30" E, 36.74 feet; N 46106'38" E, 40.14 feet; N 60'47'32" E, 57.77 feet; N 65152'44" E, 90.72 feet; N 66'59'37" E, 207.76 feet; N 65156'35- E, 102.58 feet; thence S 01°07'37" W, 552.59 feet; thence S 86'21'49" W 477.0 feet to the point of beginning, containing 5.0 acres, more or less. Subject to the right of way of Barrett Road. That I, James Theron Morgan is hereinafter termed grantor, have caused the said tract of land to by surveyed by Brooks Surveying Inc., Professional Registered Land Surveyor and a plat thereof made which is identified by the title of Lot 2A and 28, James Morgan Single Family Lot Split Addition, Pulaski County, Arkansas.. By the signature of the said surveyor and the said grantors and bears a Certificate of Approval executed by the Little Rock Planning Commission and 1s on record in the Office of Circuit Clerk and ex•officio Recorder of Pulaski County, Arkansas in Plat Book Page and the grantors do hereby make this Bill of Assurance. # aO D Re 6 V.21 Q That, I, James Theron Morgan, does hereby dedicate the following property to the City of Little Rock for right of way of Barrett Road as put forth by the Master Plan. Property described as: Part of the N W '/. SW v., Section 4, T- 2-N, R-14-W, Pulaski County, Arkansas, more particularly described as follows: Commence at the Southwest comer of said N W ''A SW `/, thence N 01 °07'37" E, along the West line of said NW '/4 SW'/<, 400 feet to the point of beginning; thence continue N 01 °07'37" E, along said West line and in the centerline of Barnett Road, 250.95 feet; thence continue, along said centerline of Barrett Road, the following hearings and distances: N 06'57'29" E, 48.79 feet; N 16' 14'51" E, 37.11 feet; N 30127'30" E, 36.74 feet; N 46°06'38" E, 40.14 feet; N 60'47'32" E, 57.77 feet; N 65°52'44" E, 90.72 feet; N 66059'37" E, 207.76 feet; N 65°56'35" E, 102.58 feet; thence S 01'07'37" W, 33.15 feet; thence S 65'56'35" W, 89.75 feet; thence S 66'59'37" W, 207.74 feet; thence S 65°52'44" W, 8 9. 1 feet; thence S 60'47'32" W, 52.57 feet; S 46'06'38" W, 32.15 feet; S 30027130" W, 28.88 feet; thence 16°14'51" W, 30.93 feet; thence S 6'57'29" W, 44.82 feet; thence S 01'7'37" W, 246.93 feet; thence S 86°21'49" W, 30.1 feet to the point of beginning. The grantors do hereby certify that they platted said real estate in accordance with said Plat. The lands embraced in said plat shall be forever known as designated an said plat and every deed of conveyance for said property shall use this designation. The purpose of plat is split a 5 acre tract and right of way dedication. All buildings shall be constructed at 30 feet from the Western property as shown on the recorded Plat. All City of Little Rock Rules and Regulations must still be followed as far as set backs are concerned. The filing of this Bill of Assurance and plat for record in the Office of the Circuit Clerk and ex -off icio Recorder of Pulaski County shall be valid and complete delivery and dedication of the streets and easements shown on the said plat. my hand this 1 5t %- day of -5�1 n u 2qlze�d b tfi"' s RAFRAAtS «o*M.._ MY COMMISSION # 12363818 EXPIRES: January 28, nle h, Pulaski County IRe WmA only for inclusion of minimum slandards €squired by the C4 of little r? xk subdivision reNlag=- Bm of Assurance provisions estaNish6d by the developer may excoed minimum regulations of tho lle Rock subdvision and zoning atdinances --J 1� 1la- Catv`` f -1a OW PfanrlifV CdrftffMioh ClibPDF - www.fastioxom 2008004208 2 of 2 ACKNOWLEDGEMENT STATE OF Ark nsasj COUNTY OF f BE IT REMEMBERED that on this day came before me a Notary Public within and for the County and State aforesaid, the above signed, the above signed that I, James Theron Morgan, have signed the foregoing Bill of Assurance. MY COMMISSION EXPIRES: J-- ��' • of g 1 NOTA PUBLIC XAY MARLS MY COMMISSION # 12=18 EXPIRES: January 28, 2018 PukAlCounty ClibPDF - www.fastio.com ARKANSAS DEPARTMENT OF HEALTH CUSTOMER NAME : MEINTS DAVID A CUSTOMER ID. NO. : 2602139378 TRANSACTION DATE : 12/26/07 RECEIPT NUMBER : 601720071226ST076989 PAID BY OWNER'S NAME SITE -LOCATION SUBDIVISION LOT NUMBER LEGAL DESCRIPTION: D. R. NUMBER SERVICE RENDERED SANITARIAN MEINTS DAVID A KEITH KENT BARRETT ROAD LITTLE ROCK, AR N/A N/A TNSHIP 2N RANGE 14W SCTION 4 0198 SEPTIC TANK PERMIT HOLT MIKE AMOUNT RECEIVED $ 120.00 THANK YOU FOR YOUR PAYMENT Pulaski County Health Unit 3915 West 8th Street Little Rock AR 72203 Arkansas Department of Health and Human Services Receipt Number Division of Health, Environmental Health Protection &017076YV 4815 West Markham, Little Rock, Arkansas 72205-3867 f Fee Schedule for Structures � Individual Onsite System Permit Application I Structures 1500 sq feet or less $ 3d.00 Permit Type ® New Installation ` Structures more than 1500 sq ft and up to 2000 sq ft $ 45.00 Structures more than 2000 sq ft and up to 3000 sq ft $ �9 � Structure more than 3000 sq ft and up to 4000 sq ft 1 2 ❑ Alteration/Repair Structures more than 4000 sq ft 150.00 Alteration and Repair $ 50.00 Part 1 Treatment Type (check one) Disposal Method (check one) ® STD = Standard Septic Tank ❑ ATU = Aerobic Treatment Plant ® STD = Standard Absorption Field ❑ LPD = Low Pressure Distribution ❑ ISF= Intermittent Sand Filter ❑ RSF = Recirculating Sand Fitter ❑ SUR = Surface Discharge ❑ HLD = Holding Tank ❑ PMF = Proprietary Media Filter ❑ RGF = Recirculating Gravel Filter ❑ CPF = Capping Fill L7 SRL = Serial Distribution ❑ OTH = Other (Describe) ❑ HLD = Holding Tank ❑ OTH = Other ❑ DRP = Drip Irrigation 1. Owner's/Applicant's Name 2_ Phone Number KENT KEITH C/O MEINCO, INC 501-351-0808 3. Mailing Address 4. County 3000 SPARKS ROAD, ALEXANDER, ARKANSAS 72002 PULASKI 5. Address of Proposed System (If a 911 address is not available, attach detailed directions or map.) BARRETT ROAD 6. Subdivision Name 7. Approval Date 8. Date Recorded 9. Lot N/A N/A N/A Number N/A 10. Lot Dimensions 111. Total Area (Acres) 12. No. of Bedrooms or No. of Persons (Commercial) 13. Est. Daily Flow (GPD) 238' X 552' 12.5 ACRES 4 BEDROOM 450 GPD 14. Brief Legal Descripti1111on of Property (Attach a separate sheet of paper if necessary.) NW 114, SW 1/4, SECTION 4, TOWNSHIP 2 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS 15. Water Supply (Specify supplier if Public Water.) 16. GPS Coordinates MAUMELLE WATER 34.83894N 92.51254W I I.a uezermin a. Bedrock r n rnma b. WT nsea c. MSWT io ic:eic u�ti d. LSWT uc ui ru � ��a a-� e. Ad. MSWT f Ad'. LSWT H.C_/De th h. Loading Rate GPD 48"+1 18" 1 37" N/A 34" N/A MOD/48" 0.75 18. Soil D termina 'on Seconda Area Indicate the de th to items a-f if observed in the soil de-si ate inches . a. Bedrock b. BSWT c. MSWT d. LSWT Ad'. MSWT f. Ad'. LSWT . H.ClDe th h. LoadingRate GPDI 48"+ 18" 37" 1 N/A 1 34" N/A MOD/48" 10.75 19. Percolation Test minCn — non -soil certified DRs 20. System Size Rate for Hole 1 N/A a. Size of Septic Tank 1250 Rate for Hole 2 N/A I b. Size of Dose Tank 250 Rate for Hole 3 N/A Fc—.Absorption Area 600 Alt Area Perc N/A I d. Number of Field Lines 4 Average Perc. (1-3) N/A I e. Length of Field Lines 80 Comments I DEFINE WATER RUN OFF FROM CULVERT UNDER ROAD AWAY FROM f. Trench Depth 118 inches 9. Trench Spacing 18 feet h. Media I EZ-FLOW 1202 SEPTIC TANK. 21. 1 certify that I have conducted the above tests and that the above listed information is in accordance with the latest requirements of the Arkansas Division of Health Rules and Regulations Pertaining to Onsite Wastewater Systems, Designated Representatives and Installers. U=,4 DESIGNATED REPRESENTATIVE 0198 _ Signature Title D.R. Number DAVID A. MEINTS Typed Name 12/12/07 Date 821-3837 804-0837 Phone Number 22. Approval of Health Authority: The information above has been reviewed and found to meet the requirements of the Division of Health for onsite wastewater systems. ❑ The Division has visited the site, examined the soils and made an interpretation of the soil properties. A PERMIT FOR CONSTRUCTION is hereby issued. Environmental Health Specialist uau� Date '5 EHP-19 (R 3/07) SLOPE 3% PRIMARY SITE (4) LINES AT 80' 18" TRENCHES, LOW SIDE DEFINE RUN-OFF AWAY FROM FIELD, HOUSE, AND TANK LOCATION 55' MANIFOLD MEASUREMENT \(tffOLD MIN 11 6 e� MIN - MIN _8 MIN 8 tAN ALTERNATE SITE (4) LINES AT 80' 18" TRENCHES, LOW SIDE PROPOSED WATER LINE 4_I NAH DRIVEWAY 130' MANIFOLD MEASUREMENT STUB OUT 4 BEDROOM HOME 1 50' 1-1 /2" DOSE LINE SCHEDULE 40, GLUED JOINTS NOTJ RISERS F'' \-I 500 GALLON COMBO TANK 1 250/250 LEAN OUT (2) CIRCUITS. ! 5 AMP —OURED AT O' NEAP 5TUB OUT FOR PUMP AND HIGH WATER AL! R, !vi Thl5 IS A REOUI=IVIDIT. NOTIFY YOUR ELECTRICIAPI OR BUILDB, M)UN AT O AIANROOJ E41 ONg AT OS' AO REFERENCE IB'TRENCFR5, IO1Y 510E OM MElSI1RFl.>ENf IYE N } µTllyMTt91E q)uN[yRT ElQ iNTiVM-'T6.IbW9R 'ROFOSED WATER.ONE SIOPE Tb\ O 100' I-II25CNEUOlE 40 a � • fn41'4oIA IC1K¢ 5ry our �p fv a-1.OV c0 g0 TAE15 I Zyryl r0 rnrt 250' Ev,JM =iELG, nJV5E. Avr• LANE, !:N.ATI•JN ]]• NWNIFOOJ .NT PRIMARv SITE O �IRYP (9)ONESAT BO Iyj AHEIEpi I A• TRENCIY^, IOW 50E SIAPE ALTERNATE SITE (a) ONg AT— `II B• TREN —. Ori Sx Nr �ru + IXDgJ� �R't TIR)vL y 477' I50'-I/2• DOSE ONE KT M" 40. G M JOINTS O i iao � CWW TANK 125D'2`A u0U 552' m F— 1 N U Y 4-- CL co O O_ O N O 0 O to o U O Z M a C O OJ U 01 0 3 o O M m(CO 16 U C C U O C t t 0J —_ m U C U C i2 N tail O 0 m m in F, ri In 01 t in in in - - - - - - w O I.n 00 - - - - - - � in in Ln - - - - - - W r� 00 i0 00 c-i Ln n 00 00 00 ;t ;t in Zn in - - - - - - 41 O� O ' 0) r-I N M 'IT to W I� 00 0) 4' 0J C 0J 0J O 0J 01 0J O N 01 GJ O 7 C C C C C C C C C C A O cO c J J J J J J _1 n J J aU+ U O Z u pl� m cL6 'a a, s c O aJ O C a) Y UI 41 41 41 C 41 f0 0 f0 E Q aJ s E 0 O h a) 0 (U O ns 4- 0 C O 0 0. cu Ln r-I 0 N 7 U U NC E m f0 C co Q 7 Q 0 7 O 4-1 Qi N m al c aJ aJ a) C v 3 O n. Y m Y 4- 0 L 41 4-+ U Q ►� C (D E 0 a E a n� V: 0 m E 4- O L U Q v 0 0 1 > c 1cu/1 H 3 c 7 E tii a� O 'c = a c 4- 0 '0 O 0 +, (U 4- t1D O �O "O > O O f0 N Q' mU - O 4 + 0 �+ 4- Ln a1 O E O f6 a) 4.- 4 N C � m 0 O a1 V1 C O O E s 41 L ° OD a, � O Y u L _ f0 E o 'v� O >, E ++ tw O ECL 4) "a OD m (U a O to 0 -a _ 0 O A E L E 4� .O 41 a L E m 4-00 0 O , m 3 L a) a) c E O41 Q L o ° 3 .0 O 41 i m C m -J M a) Vf � O F- Q m u Z Z Z / 0 � 2 a CL k 0 2 2 2 CL 2 � 2 MA k bo CL c CLa . % ' e k= e 9 _ ° } ° £ E E U $ — 75 )CL Ln :3 2 k ƒ � / � [ / 2 o c # - \ E o 2 7_CO 2 0 m 2 c 7» U~ CU w u u c41 2§ k ƒ § \ k , k k 2/ 2 2 E a ® o m- o 0-t m 0aj — r c g 7 m�' q� c Q c § ®- ° 2 © 2 E 2 m m o E o o\" E g 2 g § 2 41 E Eƒ . � e Ln § § m k M° - 2 u m« cu 41 2 o 2 § � 2 . — // k/ k o 0 7 a f o x ƒ c _ � 2 2 q M � ¢ � �: # ai C 2 u 2 2 / " / 7 � o c a 2 — u u u m— 5® a§§§ aj B o tn c w e w c w E ' o L w■ ■ ■ 2 J z 0 2 m k « 0 CL �- � % tn 020 �Iml ICI Ip Ln z �oi!S tD a W) U3 N m uj d 0 N Z L Ln i n N O fn � Ln 0- 0 0 Y a M ,n d L ~ O Cl) to (7 01 in rn LO ei O N a cC G 0 N O Ln N m m rl O ei m m o U o Ln Ln O N m (7 m U) O U m i Ln rn `n m m m o " 4 � `7 m C7 O m m m -i-I Ln ct o � w Ix W w - Z Z w N w w w Z x vU Z O a' 0 0 Z N m m m ?� h Z O Z Z si a a ¢ x � o Z W J W W W LL Q x 2 O J O In W �. w W LL N W a W W LLJQ w LL IL W W N _ ccx O Z � 0 0 0 ~ LL w O 0 H O m O + O o H W w J N W Q F- Q LL LL IX W O n a a O O O m Q O >U U Q O w x H H N H O O F = m 0 in Z W 0 0 o J o G W >_ cc x o W U_ Z 3 Q O z 0 0 3 H z O � ~ Y H i11 O a � w x m U_ Q Z 0Lf d H O n n i C G > w :D O U m U Z � In m n O a z W N 0 K CW G � O I O O In O In O VI O Ln Ct M M N N ei ei 117= lZ> t-arm Bureau 501 375 8821 P.03 Sot BROOKS SURVEYRNG, KC. > :S (scan) dunir948m, ir sRl w375) zaQ0 RW s'rRCCriM r notby Q rob UUS"399j HEtdLEY.ARTAM F.I.�M)a W33M 848, rjpwle 9 of of O P e S - '-scocl< r' • � oc- 1.C-GCNta &141 aP 8841M I t? t•E3.-' �S�rJr�r UGAL DESCREMOV Pan oftht: NW % S W X, Section 4, T-2-N. R-14.W. Palaaid Cowity. Arkansas, mom particularly descnbcd as fo2oWt: Commence at the Southwesi wrnar of said NW % SW 'I., thence N 01°07'37' E. along the Wcsc line of said NW Y. SW V, 400 feet to the pout of beg4ming; theme cantiwxe N D1107'37" E, taong said West lint arrd iti the renWlinc of 13anett Road, 2S0.95 feet; thence raotiauc, along said Crntetlitlt of Haste'! Road, 15t follow4ig btaringa and distsoccs: N 06'S7'29" E, 4R.79 feet N i 6't4'5i" F~ 37.11 feet: I4 30'27'30" E, 36-74 fw; N 46"06'38- E, 40.14 t'et si N 60"47'32" E, 57.77 feet; N w { 6 S° A4" E, 9032 fee(; N 66°59'3 i ' E, 207.76 feet; N W56'35" E, 10 2. 59 fee: thcncr S 01° TY7 W. !j 53259 feet thence S 86 23'49" W 477.0 feet to the point of beginning, containing 5.0 acres, mom or lcwc 10 n Subjcct to the ri&t of way of Eacta tt Roa& WEST 131&BGt bass 'of be3/'rA9s N SDate $� SSCOAC: taveY iovember28, 2007" x 100' 3: PrOPe+tYAddm= Barrett Road For Use & OMMM Of Rodney Aardeanne � P N h 377 Th4 is to car*that Owebwie descrgmd.larsd pas beast zunN cct The =nws me.," kad as ztmmand we as eo WW*ce with Ong tnontxnerRs in the v't Wigy. This cart?Gcst .. t is for and limited to the pa6im Shown hereon. Z00'd 99eq PAR V1G .tr .n.rr r�.vnc TOTAL P.03 I agd r� s 9_==:,s mega $taie'oFArkansHs' Goo [e=" 2dd7fEu�opa.Technvl g 5;. r GIs +..r Arkansas Department of Health and Human Services Division of Health, Environmental Health Protection 4815 West Markham, Little Rock, Arkansas 72205-3867 Individual Onsite System Permit Application Permit Type ® New Installation Part 1 Treatment Type (check o ® STD = Standard Septic Tank ❑ ISF= Intermittent Sand Filter ❑ PMF = Proprietary Media Filter ❑ OTH = Other (Describe) ❑ Alteration/Repair Receipt Number Fee Schedule for Structures J Structures 1500 sq feet or less $ 30.00 Structures more than 1500 sq ft and up to 2000 sq ft $ 45.00 Structures more than 2000 sq ft and up to 3000 sq ft $ 9 Structure more than 3000 sq ft and up to 4000 sq ft Structures more than 4000 sq ft $150.00 Alteration and Repair $ 50.00 e) Disposal Method (check one) ❑ ATU = Aerobic Treatment Plant ® STD = Standard Absorption Field ❑ LPD = Low Pressure Distribution ❑ RSF = Recirculating Sand Filter ❑ SUR = Surface Discharge ❑ HLD = Holding Tank ❑ RGF = Recirculating Gravel Filter ❑ CPF = Capping Fill ❑ SRL = Serial Distribution ❑ HLD = Holding Tank ❑ OTH = Other ❑ DRP = Drip Irrigation 1. Owner's/Applicant's Name 2. Phone Number KENT KEITH C/O MEINCO, INC 501-351-0808 3. Mailing Address f 4. County 3000 SPARKS ROAD, ALEXANDER, ARKANSAS 72002 f PULASKI 5. Address of Proposed System (If a 911 address is not available, attach detailed directions or map.) BARRETT ROAD 6. Subdivision Name 7. Approval Date 8_ Date Recorded N/A N/A N/A 10. Lot Dimensions 11. Total Area (Acres) 12. No. of Bedrooms or No. of Persons (Commercial) 238' X 552' 2.5 ACRES 4 BEDROOM 14. Brief Legal Description of Property (Attach a separate sheet of paper if necessary.) NW 114, SW 1/4, SECTION 4, TOWNSHIP 2 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS 15. Water Supply (Specify supplier if Public Water.) MAUMELLE WATER 16_ GPS Coordinates 34.83894N 92.51254W 9. Lot Number N/A 13. Est. Daily Flow (GPD) 450 GPD 48"+ 1 18" 1 37" N/A 1 34" 1 N/A I MOD/48" 0.75 18. Soil Determination Seconda Area Indicate the de th to items a-f if observed in the it desi note inches . a. Bedrock b. BSWT c. MSWT d_ LSWT e. Ad'_ MSWT f. Ad'. LSWT H.C.IDe th h. Loadin Rafe GPDI 48"+ 1 18" 37" N/A 34 N/A MOD/48" 0.75 19. Percolation Test min/in — non -soil certified DRs 20. System Size Rate for Hole 1 N/A a. Size of Septic Tank 1250 gal f. Trench Depth 18 inches Rate for Hole 2 NIA b. Size of Dose Tank 250 al g. Trench Spacing 8 feet Rate for Hole 3 N/A sorption Area 600 ft h. Media EZ-FLOW 1202 Alt Area Perc N/A d. Number of Field Lines 4 Average Perc. (1-3) N/A e. Length of Field Lines 80 ft. Comments DEFINE WATER RUN OFF FROM CULVERT UNDER ROAD AWAY FROM FIELD AND SEPTIC TANK 21. 1 certify that I have conducted the above tests and that the above listed information is in accordance with the latest requirements of the Arkansas Division of Health Rules and Regulations Pertaining to Onsite Wastewater Systems, Designated Representatives and Installers. Signature DAVID A. MEINTS Typed Name DESIGNATED REPRESENTATIVE 12/12/07 Title Date 0198 D.R. Number 821-3837 804-0837 Phone Number 22. Approval of Health Authority: The information above has been reviewed and found to meet the requirements of the Division of Health for onsite wastewater systems. ❑ The Division has visited the site, examined the soils and made an interpretation of the soil properties. A PERMIT FOR CONSTRUCTION is hereby issued_ Environmental Health Specialist Date ( EHP-19 (R 3/07) DEFINE RUN-OFF AWAY FROM FIELD, HOUSE, AND TANK LOCATION 55' MANIFOLD PRIMARY SITE Ire (4) LINES AT 80' 5' 18" TRENCHES, LOW SIDE NDTE 1 MANIFOLD SLOPE s 3% Min lutlN - 6' SOL MI 8' 7 - M!N .ter AyH Iy4H - 8' B' FAN 6 �u11N ALTERNATE SITE (4) LINES AT 80' 18" TRENCHES, LOW SIDE PROPOSED WATER LINE Nore c.! N0RTE Ar DRIVEWAY 130' MANIFOLD MEASUREMENT NOTE' A-i STUB OUT 4 BEDROOM HOME 1501 1-1 /2" DOSE LINE 50ifDULE 40, GLUED JOINTS LI 500 GALLON COMBO TANK 1 250/250 LEAN OUT (2) CIRCUIT5. 15 AIeiF N—FAKER5 REQUIRED AT OR! EAR 5TU6 OUT FOR FU%i I? AND HIGH WATER ALARI✓I THI5 15 A REQUIREMENT, NOTIFY YOUR ELECTRICIAN OR BUILDER. e 'km a la - AP P R � °EPA 1..,�.z_� .�. -. WUMIIRYSRE O (4)11NE5 AT B � NFOD ENENI & TC5, W 50E 4-0 EFA � NJurfFNAi['J1L `1 MO uNp u �o I � rl�.clm, urrstc 5100E T%\ FRun�seo waTER uNE lar I-Nr scneJaE4o r S]I]G40N L,'J.�O IARc 12�.A �1 �_J 91tT .,.H i ocna�caa r4 .x ON 250' = NnFF nvm� nac u.nrloa 55'VAv.F y\t FF FWMARYSITE OIMIP \ (4) UNES AT w I J7 FnunFOl I B• TRENCr1E5. LLYY/SIPS SIDPE '+1:1+1'>KF11�VhL 477' (4)1(A) UN ATE 511E ATBO I NTRENCrffS, IOW SIDE W� 1 ISO 1-1/2. 005E NNE 5V*D" 40. G M JOINT5 Oi 4 -- GA110N CW W TANK 125a2 N out 552' v aJ U ~ N Y � m O a O i Q - 0 tio o U _C:) O Z ri J en o_ C O — � 'O a� u N o 3 0 _o > — cc U °U' E E 0J C t - U u a)(O Q- 0J C C O 0 m m N I, r-I in Zn t in in in - - - - - - w O in 0o t in in in - - - - - - lD 1l 00 l0 o0 ci in oO o0 00 ;t t in in in - - - - - - 41 O� p` — `��_- ri CAM ct Ln lD 1, 00 Q1 N Z- C a)Gl N C! 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EZ.(Uw)ammghvanJ:(Rf.M375) 2M0ARCHStWzfiTP?AE HENSLEXAR 72069F t�►,or�tsa)ae6a�a 84J& ,PW rs 4E 21 N3 QatectSurveY November 28, 2007' e Scale. 1" x 100 zN P")peftyAddre= Barrett Road PorUSC&BenefacF Rodney Dardeanne a to NG5'52'44'C 90J7` ���.q�rrE 57,7'7f Ft4;•Ot',o'3d't �O.W' N san'�•-c 36�a' NWI-1'51"E 37.10_' NOGIS IT2 Ie 46.73' -A77.0' - No$ 501 375 8821 P.03 Is Q % l %o to 3 a-1 LP rrnoCty Q Cde T42013es) o 1.C-crEN0 P61nf ar ae4iv%I"9 !•ES.• � +sPrh��r T.EGAL DESCREMON Pare ofthe NW I SW V., Section 4, T-2-N, R-14-W, PaUsI i County, Arkaaw, mare particularly dwcrfbcd b5follows. Comm;occ at the Southwest cornerofmid NW % SW V.., d==N O1°07'37-' E, aloag the Wit line ofsaid NW '/, SWJA, 400 foet to the poiar of bcgiaaitg; thence conanue N 01°07'37" E, Rdong said West line and in L6e; centedhic of Snereu Road. 250,95 fee% thence cootiauc, aloag said ccaledinc of Barrett Road the following beatings and dibunces: N 06°5729" E, 48.79 feet N 16' 14.51" I~ 37.11 fect; N 30'27.30" E, 36.74 f=1\ 46'0638- E, 40.14 fec0 N W47'32" E, 57.77 feet; N 65'52'44" E, 90.72 feet; N 66°59'3T' E, 207.76 feet; N 65'56'35" E, 102.5S feet; thcncc S 01107'37" W. SS2.59 feet; thence S 8692 1'49" W 477.0 feet w the point of begbminng, conmining 5.0 acres, more or lets. Subject to the right of way of BarmitRoatl WEST r318$G' bass 'nf eearings This Is to oarvy owt theabove dcsuibed land rµ S been rvnwyvdj the wMem are .nw kedan zhoMat and anti in &= rdance with exisbnq m6n1.Kt)m s in tl'it' vsdr:dy. Tha cerfficatiott is for and limited to the parbesshwmn hereon. zoo SRP.G RRR TnQ -nur •n.rr ro.vnc v . .- TOTAL P.03 y �fi ,� .•k•� .. ' r � ��.r - - � � � _� .. . 'ter-:ni.'iP.i'��uy,- � r `'�:i r— • •� �-t:'�='R' is �"'. '— : ��.. ` .,:��V �. � — MUr r� f �r � � 1 - _ - •Y .ate _•x~ ;4 � 1, ��.� 1f► ' ':l' ��Q�[��r•, ' LIDA... lmageSlalct;ofA[ i ARKANSAS DEPARTMENT OF HEALTH CUSTOMER NAME : MEINTS DAVID A CUSTOMER ID. NO. : 2602139378 TRANSACTION DATE : 12/26/07 RECEIPT NUMBER : 601720071226ST076991 PAID BY OWNER'S NAME SITE -LOCATION SUBDIVISION , LOT NUMBER LEGAL DESCRIPTION: D. R. NUMBER SERVICE RENDERED SANITARIAN , MEINTS DAVID A DARDENNE RODNEY BARRETT ROAD LITTLE ROCK, AR N/A N/A TNSHIP 2N RANGE 14W SCTION 4 0198 SEPTIC TANK PERMIT HOLT MIKE AMOUNT RECEIVED $ 120.00 THANK YOU FOR YOUR PAYMENT Pulaski County Health Unit 3915 West 8th Street Little Rock AR 72203 Arkansas Department of Health and Human Services Division of Health, Environmental Health Protection 4815 West Markham, Little Rock, Arkansas 72205-3867 Individual Onsite System Permit Application Permit Type ® New Installation ❑ Ateration/Repair Part 1 Treatment Type check one ® STD = Standard Septic Tank ❑ ATU = Aerobic Treatment Plant ❑ ISF= Intermittent Sand Filter ❑ RSF = Recirculating Sand Filter ❑ PMF = Proprietary Media Filter ❑ RGF = Recirculating Gravel Filter ❑ OTH = Other (Describe) ❑ HLD = Holding Tank Receipt Number 0-D/?D7(09F/ btructures 1500 sq feet or less $ 30.00 Structures more than 1500 sq ft and up to 2000 sq ft $ 45.00 Structures more than 2000 sq ft and up to 3000 sq ft $ Structure more than 3000 sq ft and up to 4000 sq It 120.0 Structures more than 4000 sq ft 0.00 Alteration and Repair $ 50 00 Disposal Method (check one)__ ® STD = Standard Absorption Field ❑ LPD = Low Pressure Distribution ❑ SUR = Surface Discharge ❑ HLD = Holding Tank ❑ CPF = Capping Fill ❑ SRL = Serial Distribution ❑ OTH = Other ❑ DRP = Drip Irrigation 1. Owners/Applicant's Name 2- Phone Number RODNEY DARDENNE, C/O MEINCO, INC 501-766-3276 3. Mailing Address 4. County 3000 SPARKS ROAD, ALEXANDER, ARKANSAS 72002 PULASKI 5. Address of Proposed System (If a 911 address is not available, attach detailed directions or map.) BARRETT ROAD 6. Subdivision Name 7. Approval Date 8. Date Reco, N/A N/A N/A 10. Lot Dimensions 11_ Total Area (Acres) 12. No. of Bedrooms or No, of Persons (Commercial) 238' X 552' 2.5 ACRES 4 BEDROOM 14. Brief Legal Description of Property (Attach a separate sheet of paper if necessary.) NW 1/4, SW 1/4, SECTION 4, TOWNSHIP 2 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS 15. Water Supply (Specify supplier if Public Water.) 16. GPS Coordinates MAUMELLE WATER 34.83863 N 92.51334 W 481.+ [ 1 g., I M. 4811+ 1 16" 1 27" 1 to. r-ercoiat+on i est minlin — non -soil certifre Rate for Hole 1 N/A Rate for Hole 2 N/A Rate for Hole 3 N/A Alt Area Perc N/A Avera a Perc. Comments 1-3 N/A PRESERVE PRIMARY SITE, A N/A 29" N/A MOD/48" 0.67 Indicate the depth to ' ems a-f if in d. LSWT e. Ad'. MSWT Trm'r� . h h- Lc N/A 2w 0.49 I DRs 20. System Size a. Size of Septic Tank 1250 al f. Trench Depth b. Size of Dose Tank 250 al . Trench S acin c. Absorption Area 671 h. Media EZ-FLOW 1, d. Number of Field Lines 4 e. Length of Field Lines 85 ft. -TERNATE SITE WILL BE VERY EXPENSIVE_ 9. Lot Number N/A 13. Est. Daily Flow (GPD) 450 GPD d 21. 1 certify that I have conducted the above tests and that the above listed information is in accordance with the latest requirements of the `Arkansas Division of Health Rules and Regulations Pertaining to Onsite Wastewater Systems, Designated Representatives and Installers. _ DESIGNATED REPRESENTATIVE 0198 Signature Title - — D.R. Number DAVID A. MEINTS 12/12/07 821-3837 804-0837 Typed Name Date Phone Number 22. Approval of Health Authority onsite wastewater systems. i ne rnrormation above has been reviewed and found to meet the requirements of the Division of Health fo ElThe Division has visited the site, examined the soils and made an interpretation of the soil properties. A PERMIT FOR CONSTRUCTION is hereby issued_ Environmental Health Specialist 121, r Date �� EHP-19 (R 3/07) 80' MANFIOLD REFERENCE MEASUREMENT ALTERNATE 51TE (5) LINES AT 90' 18" TRENCHES, LOW 51DE j GROJil5. I AMF D'.EAKER5 Fnl!I2Frt Ar n4 ;IF IiP 471 IR nl IT PRIMARY 51TE (4) LI N E5 AT 85' 18" TRENCHES, LOW 51DE PROPC PRIMARYSIIE O BO MPNRON) (4) NNE$ AT by REFERENCE IB'TRENCH�S, IOW�SjIDE 14T[11NAR'J1[ W LLNGS AT 4] 10' TklAIClFS, IOW 5Rx PROPJSED WAiEK NNE SLOPE Tb\ tar I-ur scnRJo(E 4o I :JDGAYON C9uL0 TANK (� 4 uepacnur.�l,e �J �Twan 17X[�0 �� 250' 0wk v SLOPE 477' PRIMARY5I O 14) NNFS AT W IC Tsm*DL.4 qm DEFINE RLIN�J`F PIVAY FROM FiFLD, rOLOE, AYl• ThY( LOCATIOY 55'uANA" \\m\\\ 'O 1_f~ ALTERNATE SITE 141 NN6 AT M 1 S' TRENCH6, ID1N SIDE MWNAr ISO I -I/r DOSE NNE �P*O ( 40, G ED JOINTS a 4 500 GAILON COMBO TANK 125q k W[ 552' a! fa c M C m O N 4) O C C u O N V C a! OC aU v F +1 N U Y 4- l0 O Q 0 a) Q � L �a o U _� O O Z C O — a C W U a o 3 o o c o u > °u' E E v O C L m U -C U N h C C Q O m m N vi r�, o o on in zn - - - - - - f n Ln Ln _ - - - _ - O Ln O' M in Ln O Ln Bo Bo 0o M Cn ;T in zn - - - - - - ` M Op M� a) a) N a a) a) a) a) a) N N 3 3 C C C C C C C C C C Ln O c� C J J J J J J J J J J Cl) N 3 O 4- N f0 s L Q O 3 O .a 3 N E 3 E X cf0 G a) ..0 U m 4- m aA to .3 a L 41 C � O C N O N 41 O O — L 3 O � m }, 3 N -a a aj � U O — Z u cc N s c O 41 47 O 41 v C1 m m C cu m O m Q G1 L C O C N Q O m L v 0 C O 0 ob C .3 L a1 t c O a� 0 C v N N ++ C N m O .Q N ..0 t tw O O t i N m O N m to U •L U v a� to v O C O 0 Q E Ln ri 0 e-i IN ++ .3 U U NC E m m C m Q. E 0- 0 7 N L aj U N m Q� C v N C N N 3 O a N r-1 4- O L Q N 7 O O X m m C O N N m N m N C O U m U C N N a1 r N O 4+ 4- X m 9 R•: 4- E m E O O. E a no i-. O 4- E 4- O (V L U Q C g O ai a) 4. j+ c •N E N H yaj c E N 3 OJ O �_ _ - n N O O m N 4- O to N N m O O 4- "O �' O O N C � a C U O -a E m O1 C y 4 4 �41 a O Y u O C 00 'O 4- O m Ln 0 0 O E L L O tw � O -lem no c N _� U � U O E _ •C_ N O 4- -a N LO C E O E � CL cuO O cu— O G1 O to ate, O � G1 C •i 4+ c s S a1 -0 E 4- 41 L E m" p 41 m L v N C E cn 0 — _ L �+ -0 -0 N ° o ° U 3 : 7 i m C m M N Lin o ei ei ri Q m U d G1 G1 0 0 0 Z Z z 0 V) 0 a, L O 4- U Q C a1 O +1 4p Ln 0 C 00 Q C LA 4-; N tko a) ++ C O _ Q m p O O H L- a > E E v � 3 a) 0 Q -- a `� (U o ai y x C m E fO a .0LA L p C p in � E m L o +' N C O 00 0 :3 - — m 7 "O ri Er3 r N 0 C () aJ La a) C U w +-� L- U L O U C QJ = +� N m N tvn L y Ln a)1. +, 3 0 O m +1 o o E 3 a) E O O E H O 0-4 � m N 'N o O m . C to 7 �O :C O -0 p 3 C u O O N E � o _ mcu a' � � E 3 E m .L +J m Ln Im o E o o m aCi -� 3 a�i U ++ h aJ LL i L E E on a� C a) C tv LU ;' E L Q+ _ -am a, O'n U s Ov Q +_1 vOi O O ,C CUO L aj C t � y � a) 7 4-o 0 75 0 � C m O O U X t "a iJ of C CO �p �.. - +- o tA N v +� CO C A 3 Q -0 m s — a) > Op V�1 of 'O '0 aj a O a.m., I..+= +., E E E E LAEno E 0 0 0t t C C ai a U U U O Q) a) a1 O C C C C O O O C Q Q Q a' v N p cn cr (Ua 0 a a a H H H p w vi v •L P-1 e-I in 6 W LL 4 � 0 0 0 2 Z Z O Nf ' I I ' 0 LA 4- 0 a� L 3 u U .Q N Y Z a f- a a 0 0 N 0 N N O m 2 O U N ti a Z Ln 0 Q Z O G LL a: w W w w m m � 0 m m O W Q W W In Ln En 0 0 0 ❑ O O z ❑ Z j J 7 i O N m O e-i n ❑ N Q d Ur 2 O u Ln Q Z 0 cc G Q a H C) 0 2 W 0- CC Q O u m u 6 cQ C O CL LL d (7 W a O N V cW C K CW L d � 0 1 I Ln o m O in o m O m I m N N r4 1-1 DEC-03-2007 10:15 Farm Bureau BROOKS SURVEYWG-, INC.. Z:.to.(btart)aurvphirr4Jr- (:d.W375) zmARafine rkm H84SMY.AR 72M Prtort M)SU a e 84.1 ,SPQ►s r th0 a� 501 375 8821 P.O3 S a % -1 tin & 3 Z'1 4 r t,c::+y G colts TUM30) t,CaE.M0 bE3.-' �Siscfrar AL DMCRiFrn Part ofthe NW !4 S W Y,, Seclian 4. T-2-N. R-14-W. Puiasid Comity. Arkansas, more perdCuiarly des nb d as follows: Co=cace at the Southwest camerof acid NW % SW ti, th*MC N O1°07'37" E, along the West line of said NW 'l S Wid, 400 feet to the point of bc&niiW *enct continue N O] °07'37" E; along said West line and in the centerlinc of Bama Road, 250.95 fee% thence continue, along said to ntedine of Barrett Road, the followinfi bearings and disv=ces: N 06°57'29" E. 48.79 Peer N 16' 14.51 " 1~ 37.11 feet: N 30'27'30" E, 36.74 i= N 46-06'38" 1:, 40.14 feet; N 60°47'32" E. 57.77 feer, N 6PS2'44" E, 90.72 feet N 669593T' E, 207.76 feet; N 65°56'35" E, 102.5S feet thcnec S 01°07'37' W. 552.59 feet; thence S 86021'49" W 477.0 feet to the point of beg.inru ag, containing 5.0 atars, more or lc t& Subject to the right of way of Barrett Road. w,CST ISI&S [ t93573 77 bea-",-4S N 3 QateatSurveY- November 28, 3007" 1" 100' x P►openYAddn)= Barrett Road For Use & Berrefa cf Rodney Dardeanne P N This [s to cWWy that Meabove desm3bad.land has been surveys& The oor mm are wmrtmd m zhawn and are an acaordwKe-wilt[ exiOng mproxTwRs in ire vicinity. Ths emtifmalion is for and {ittsiled to the parties Shown hereon. Z001d 9PPq ARM Inc -_-_ -- __-. TOTAL P.O3 .�` L. `i�:Yr r.; _' ,K.� ". •� �E�it6�,� r� ,- �3�c .t.•':jr'". .. •r. rYl•_. ".k, '•F •"•: aS ��. ,�= - yiyij y., 34:8-38'9,4'; `92:51�2 [' r �� •f " ., �". _ram -'�' •i' ?���F -, :r�,� ' . a a, .-.w -�y " �. fl::f..Gooer, Inage Ssute,•'aSAFk , 4' _ •? 2007 Euri,Fo T6c .4• ''!2C�U.'•1-rEe Al � . Arkansas Department of Health and Human Services Division of Health, Environmental Health Protection 4815 West Markham, Little Rock, Arkansas 72205-3867 Individual Onsite System Permit Application Permit Type ® New Installation Part 1 Treatment Type (check o ® STD = Standard Septic Tank ❑ ISF= Intermittent Sand Filter ❑ PMF = Proprietary Media Filter ❑ OTH = Other (Describe) ❑ Alteration/Repair ❑ ATU = Aerobic Treatment Plant ❑ RSF = Recirculating Sand Filter ❑ RGF = Recirculating Gravel Filter ❑ HLD = Holding Tank Receipt Number & o ! 7 D'7_6 9 9 / _ Fee Schedule for Structures �! Structures 1500 sq feet or less $ 30.00 Structures more than 1500 sq ft and up to 2000 sq ft $ 45.00 Structures more than 2000 sq ft and up to 3000 sq ft $ 90.00 Structure more than 3000 sq ft and up to 4000 sq ft $120.00 Structures more than 4000 sq ft $150.00 Alteration and Repair $ 50.00 Disposal Method (check one) ® STD = Standard Absorption Field ❑ SUR = Surface Discharge ❑ CPF = Capping Fill ❑ OTH = Other ❑ LPD = Low Pressure Distribution ❑ HLD = Holding Tank ❑ SRL = Serial Distribution ❑ DRP = Drip Irrigation 1. Owner's/Applicant's Name 2. Phone Number RODNEY DARDENNE, C/O MEINCO, INC 1 501-766-3276 3. Mailing Address 4. County 3000 SPARKS ROAD, ALEXANDER, ARKANSAS 72002 1 PULASKI 5. Address of Proposed System (If a 911 address is not available, attach detailed directions or map. BARRETT ROAD 6. Subdivision Name 7. Approval Date 8. Date Recorded N/A N/A N/A 10. Lot Dimensions 11. Total Area (Acres) 12. No. of Bedrooms or No. of Persons (Commercial) 238' X 552' 1 2.5 ACRES 4 BEDROOM 14. Brief Legal Description of Property (Attach a separate sheet of paper it necessary.) NW 1/4, SW 1/4, SECTION 4, TOWNSHIP 2 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS 9. Lot Number N/A 13. Est. Daily Flow (GPD) 450 GPD 15. Water Supply (Specify supplier if Public Water.) 16. GPS Coordinates MAUMELLE WATER 34.83863 N 92.51334 W 17. Soil Determination Pdma Area Indicate the depth to it - if observed in the soil desi n inches . a. Bedrock b. BSWT c. MSWT d. LSWT e. Ad'. MSWT f. Ad'. LSWT H_CJ h. Loadin Rate GPD 48"+ 191, 34" N/A 29" 1 N/A MOD/48" 0.67 18. Soil Determination fSecondary AmM Inrtirtnta tha rianfh to *same n_f if nha--ri .n il,n ;1 a. Bedrock b_ BSWT a MSWT d. r7 Ad: MSWT ~ f. Ads. LSWT ff a th yy h. Loading Rate GPD 48"+ 16" 1 27" 1 N/A 23" 1 N/A MOD/48" 0.49 9 19_ Percolation "test minfin - non -soil certified DRs 20. System Size Rate for Hole 1 N/A a. Size of Septic Tank 1250 gal f. Trench Depth 1 18 inches Rate for Role 2 N/A b. Size of Dose Tank 250 gal g. Trench Spacing 8 feet Rate for Hole 3 N/A c. Absorption Area 671 fe h. Media EZ-FLOW 1202 Alt Area Perc N/A d. Number of Field Lines 4 Average Pere. 1-3) N/A re -. Length of Field Lines 85 ft. Comments I PRESERVE PRIMARY SITE, ALTERNATE SITE WILL BE VERY EXPENSIVE 21. 1 certify that I have conducted the above tests and that the above listed information is in accordance with the latest requirements of the Arkansas Division of Health Rules and Regulations Pertaining to Onsite Wastewater Systems, Designated Representatives and Installers. DESIGNATED REPRESENTATIVE 0198 Signatu Title D.R. Number DAVID A. MEINTS Typed Name 12/12/07 Date 821-3837 804-0837 Phone Number 22. Approval of Health Authority: The information above has been reviewed and found to meet the requirements of the Division of Health for onsite wastewater systems. ❑ The Division has visited the site, examined the soils and made an interpretation of the soil properties. A PERMIT FOR CONSTRUCTION is hereby issued. Environmental Health Specialist EHP-19 (R 3107) Date 80' MANFIOLD REFERENCE MEASUREMENT ALTERNATE SITE (5) LINE5 AT 90' 18" TRENCHES, LOW 51DE (2) CIPCUIT5- ! 5 AIAF DPEA!:EPS PEQU(F.ED AT OP, i'E.AP STUD OUT FCF. PUMIP AIiD HIC�i l%v, .TEP ALAPh 'Mf5I5 A !IOTIfi PRIMARY 51TE ail" (4) LI N E5 AT 85' 15" TRENCHES, LOW 51DE no xy,z�:.��"�'r�,,,,a�! �l-+�,�-r-•,n.^arwsc�f-a•rr�r�-.: PROPC PRIAMRYSRF O BO MANFlOID N) NNES ATBS' w IB'TRENLHES, 101V SIDE REFERENT pyL MEASUREMFM fE{� ALTERNATE SITE (5) LINES AT I B' TRENCHESM.. lO WSJM Resl fSG01^Y{OY COMW TANK 250' NORm '^� PGJPJSED IVATCR DNF SIOPE Y%\ O Im I-If2'S� 101E 90 �+. 1 SIOPE DEFINE RUN�Jff AVfAY Fk'_lM FIELD. rA^L5E, ANC• TANA IOCATICN 35'A\Vt'fCL➢ 94) LINES 11SITE O TJulln]Ip ;4)AT BO B' TRENRIES, LOW SIDE ALTERNATE SITE (4) DNFS AT/b I B• TRENCHES, IOW Sloe WnTERO 1 7 477' D. Lk I. 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V&(slain)Cwmrgwtn,Jr. O;tL ftt375) 2vMarROHsrWZETlI �r� tsatlaaa:s3a P,41 c6pwle ii 501 375 8821 ' P.03 SQL 1 %*6 3 ;L-1 LP r o0yQ cola SLSM30) t_GC-Ma A&& - ; Pdln f of ae44 in 0'4q r•�..- �sP�J�r r �EAL n£SCRIEMPZN Pact of the NW X SW Y., Section 4• T-2-NI, R-14-W. Pulasia County, Arkansas• mum particularly docdbcd as follows: Commence at the Southwest corner of said NW A SW ;, thence N 01'07'37-• E, along the West line of stud NW I/. S Wu, 400 feet to the point of hcb inniw thence condnue N 01007'37" E; along said West line and in the centerline ofBatrett Road. 250.95 feet; Thence continue, along said centerline ofBattett Road, the following bearings and distances: N 06'57'29" E, 48.79 fee[; N ]6' 14.51" t 37.11 feet; N 30'27'30" E, 36.74 ft= N 46'06'38" E, 40.14 feet, N 60°4732" E, 57.77 feet; N 65'52'44" {s, 90.72 feet; N 669593T• E, 207J6 feet; N 65'56'35" E, 102.SS feet; thence S 0l'07'37" W, 5S2.59 feet; thence S 86021'49" W 477-0 feet m lire point of beginning, cnamining 5.0 acm% mote or Ics& Subject to the right of way of Barrett Road. wFST ISl&SO b257s 'af bear,'nys Wi Date� ��t�eY- Iovember 28, 2007" 100' x Property At Barrett Road z N For Use 8 Berl d CE. Rodney Dard eanne w to This is to candy t vt theabom de=ibw.land has been sntvwyod The corners are med od an shown and are in aomrdanw with ex*tirg monurnertts in tie tncButy. Th6 car f=lion is for and limited to the parties shoNn hereon. Z00-d sprq RRR TnC -1,tt •nurto. ur.c -- --- __ TOTAL P.03 ail A It .. - '. 7,' .., •�� •jam `��` •�' �.��� - 4.1 image St®!e vT fhr. Google•. . 230' Furepo Tec n g a CIVIL ENGINEERING DIVISION FINAL PLAT FILING APPROVALS NAME---JAMES MORGAN LOT SPLIT LOTS 2A & 2B INSPECTOR REPORT I have made a final inspection of the improvements and find that: All improvements shown on construction drawings for the development are constructed and in conformance with City requirements/standards. Certain Improvements remain uncompleted and a punch list has been prepared and sent. Engineering Specialist Date: ADDRESSING SPECIALIST'S REPORT I have reviewed the plat and find that the street names and street configuration are acceptable. Addressing Specialist Date: TRAFFIC ENGINEER REPORT I have reviewed the plat and find that: All streetlight installation, stripping, signage and other traffic improvements have been constructed and are in conformance with City requirements/standards. Work orders have been prepared for signage and street lights. Indicate the number of street signs ordered for this plat for billing to developer Certain improvements remain uncompleted and a punch list has been prepared and sent. Traffic Engineer CIVIL ENGINEER REPORT I have reviewed the file for this matter and find that: Date: The maintenance bond has been submitted and it is the proper type and amount. Financial assurance for the uncompleted improvements listed above has been received. All other requirements for final plat approval have been satisfied. Civil Engineer I/II SURVEYOR'S REPORT I have reviewed the plat and find that: All requireme al pl;a�vall have been satisfied. Surveyor j MANAGER APPROVAL All Civil Engineering requirements for filing this final plat have been satisfied. IY _ _ Date: I Ig, d g February 2007 Date: I J►��o8 Date: City of Little Rock Planning and Development Filing Fees Date: , ,OZQ Annexation $ Board of Adjustment $ Cond. Use Perrnit/`I'.U.P. $ Final Plat $ Planned Unit Dev. $ Preliminary Plat $ Special Use Permit $ Rezoning $ Site Plans $ Street Name Change $ Street Name Signs Number at ea. $ Public Hearing Signs Number at ea. $ Total $WL.