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HomeMy WebLinkAboutS-1787-B Application11111111111111111111111111111111111111 2017032849 subd.doc PRESENTED: 05-24-2017 10:52:46 AM RECO14DED: 05-24-2017 10:54:13 AM 03101/10 In Official Reoords of Larry Crane CirouttlCounty Clerk PULASKI CO, AR FEE $20.00 MARLAR ENGINEERING CO., INC. ) Namc } ) To: The Public ) BILL OF ASSURANCE ) WHEREAS,, CHARLES AND JEANNE QUICK REVOCABLE TRUST is the sole owners of the following described property QUICK'S LAKE PLACE Addition to Pulaski County Arkansas, and desire to replat said lots:,. NOW, THEREFORE, WITNESSETH: That we, the said CHARLES AND JEANNE QUICK REVOCABLE TRUST hereinafter termed grantor(s), have caused said tract of land to be surveyedy MARLAR ENGINEERING CO., INC. _ Registered Professional Engineer, and a plat thereof made which is identified by the title QUICK'S LAKE PLACE and the date MAY 3, 2017 and by the signature of the said engineer and the said grantor(s), and bears a Certificate of Approval, executed by the Little Rock Planning Commission, and is on record in the Office of the Circuit Clerk and ex-officio Recorder of Pulaski County, Arkansas, in Plat Book,,--------. Page. . .� and the grantor(s) do hereby make this Bill of Assurance. 011 L y���enuipn�u++�++ The grantor(s) do hereby certify that they have replatted said real estate in accordance with said t'�'C����',, plat. The lands embraced in said plat shall be forever known as designed p every p gned on said tat; and eve deed of O -�•� 0 conveyance for said property shall use this designation. �w w >n - The filing of this Bill of Assurance and plat for record in the Office of the Circuit Clerk and ex- officio Recorder of Pulaski County shall be a valid and complete delivery and dedication of the streets and easements shown on the said plat. All buildings constructed on said lots shall be constructed no nearer to the street than the building line shown on the plat, and all buildings shall be constructed in conformance with the Pulaski County Subdivision and Development Code. This Bill of Assurance shall run for a period of ten (10) years and thereafter shall automatically renew itself every ten (10) years unless amended or terminated by a majority of the property owners of the lots in the subdivision. WITNESS, our hands this 3RD subd.doe 03/01/10 ACKNOWLEDGMENT STATE OF ARKANSAS) COUNTY OF PULASKI) BE IT REMEMBERED that on this day came before me a Notary Public within and for the County and State aforesaid, the undersigned and JEANNE QUICK of Assurance. aTAMELISSA STACKS ARKA:tiSAS No. 12402793 UBLN PULASKI C4iJiVTY Commission Expires t-22-ZU25 My Commission Expires: — aoas— Rev],tw 07!ly fOr ircz1 c! .^i;timum vt-'� raquirV! � the Oily of Little Rack suwi;.tvl.ian t4qU!a!! a0M Eil!1 cl ►=.:,s:+rµ�:� pra:Esicns es�:=;-.;had �e �;t� L`xlelopa "ay @:[v'.?vul rnlnimum regul4ary Gi Um ' Rcck stibdivisian and zoning c) G't i llces. Litti3 R 1S Piannlrsrt Car-missicn CHARLES and stated that they had executed the foregoing Bill ■ WEW64M ' • Arkansas Department of Health �� Environmental Health Protection Individual Onsite Wastewater System Permit Application Permit Type ❑✓ New Installation ❑ Alteration / Repair DR Environmental ID # 7 1 6 1 0 1 1 1 0 1 5 1 5 1 5 1 4 1 7 Part 1 Aonlication Treatment Tvne fnherrk Anal Receipt Number try /u;2 Fee Schedule for Structures Structures 1500 sq ft or less $ 30.00 ❑ Structures more than 1 500sq ft and up to 2000 sq ft $ 45.00 ❑ Structures more than 2000 sq ft and up to 3000 sq ft $ 90.00 0 Structures more than 3000 sq ft and up to 4000 sq ft $120.00 ❑ Structures more than 4000 sq ft $150.00 ❑ Alteration and Repair $ 30.00 ❑ nicnnc�l hAafhnrl 1r hnrLe Anal ❑p STD = Standard Septic Tank ❑ ATU = Aerobic Treatment Plant 0 STD = Standard Absorption Field ❑ LPD = Low Pressure Distribution ❑ ISF = Intermittent Sand Filter ElRSF = Re -circulating Sand Filter ❑ SUR = Surface Discharge ❑ HLD = Holding Tank ❑ PMF = Proprietary Media Filter ❑ RGF = Re -circulating Gravel Filter ❑ CPF = Capping Fill © SRL = Serial Distribution ❑ OTH = Other (Describe) ❑ HLO = Holding Tank ❑ OTH = Other ❑ DRP = Drip Irrigation 1. Owner's/Applicant's Name 2. Phone Number Alan Schrader c/o Schrader Homes (501) 847-1940 3. Mailing Address 4. County P.O. Box 824, Brvant, Arkansas 72089 Pulaski 5. Address of Proposed System (If a 911 address is not available, attach detailed directions or map) Tract B, Stewart Road, Little Rock, AR 72223 6, Subdivision Name 7. Approval Date 8, Date Recorded 9. Lot Number n/a n/a n/a n/a 10. Lot Dimensions 11. Total Area (Acres) 12. # Bedrooms # People 13. Daily Flow (GPD) 336' x 602' x 161' x 515' 2A7 4 450 14. Brief Legal Description of Property (Attach a separate sheet of paper, if necessary) SE 1/4, SW 114, Section 2, Township 1 North, Range 14 West, Pulaski County 15. Water Supply (Specify supplier, if Public Water) 16. GPS Coordinates Central Arkansas Water 34.74573,-92.47414 34.74673,-92.47414 17. Loading Rates d/ft' 18. System Specifications Prima Area 0.75 a. Size of Septic Tank 1250 al f. Trench Depth 18 inches Secondary Area 0•75 b. Size of Dose Tank n/a al .Trench 5 acin 8 feet Percolation Test min/in c. Absorption Area 600 ftz h. Trench Media List Below) i.Trench Width Primary Area Av n/a d. Number of Field Lines 4 Ez Flow 1201 Geo 18 In Secondary Area n/a e. Len th of Field Lines 75 ft EQ 24 Chamber 18 in TO THE OWNER The permit for construction may be deemed invalid by the local Environmental Health Specialist before the start of construction, if the site and/or soil conditions have changed after approval of this permit, or if the information within this permit is inaccurate or has been found to be misrepresented. Approval for operation does not constitute a guarantee that the system will function properly. The approval states that the system was designed and installed according to the Arkansas Department of Health, Rules and Regulations Pertaining to Onsite Wastewater Systems, unless there are exceptions or deviations noted in the comments. A Permit for Construction is valid for one (1) year from the date of approval. The authorized agent must revalidate a permit more than one (1) year old prior to the start of any construction. 19, Ulillzalion Verification I hereby attest that item 12, the number of bedrooms (number of persons for commercial) and square footage of the structure that will utilize the designed individual onsite wastewater system in this permit application, Is accurate. I have reviewed the permit application and understand the layout, installation, maintenance, operation and expense(s) that may be associated with this system. Owner/Applicant Signature SCE 0 el -ma's' T� Date 20. 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 Department of Health Rules and Regulations Pertalning to Onsite Wastewater Systems. •---• !'�� t� --(_ ___ __ .::: �� Designated Representative Soil Certified ® Yes ❑ No Designated Representative Signature Tide David A. Meints 03/09/2017 501-821-38371501-804-0837 Print Name Date Phone Number 21_ Approval of Health Authority The information and specifications in the application has been reviewed and found to meet the requirements of the Arkansas Department of Health Rules and Regulations Pertaining To Onsite Wastewater Systems. A PERMIT FOR CONSTRUCTION is hereby issued. 576 3_ AZ/-/7 Environmental S eciAlisl5i nature EHS Number Date EHP-19 (R 8/13) Page 1 :•, I i l l Individual Onsite Wastewater System Permit Application Continue Part 1 Receipt Number 22. Soil Criteria (Primary Area) Indicate the depth to items a-f, if observed in the soil (designate in inches) a. Bedrock b. BSWT I c. MSWT d. LSWT e. Adj. MSWT f. Adj. LSWT g. H.C./Depth h. Loading Rate (gpd/ftz) >481, 30" 34" Not Obsv 33" n/a Mod/48" 0.75 23, Soil Criteria (Secondary Area) Indicate the depth to items a-f, if observed in the soil (designate inches) a. Bedrock b. BSWT c. MSWT d. LSWT e. Adj. MSWT f. Adj. LSWT g. H.C./Deplh h. Loading Rate (gpd/ft ) >48" 30" Not Obsv Not Obsv 30" n/a Mod/48" 0.75 24. Seasonal Water Table (SWT) Classes Detail Primary Area List Redoximorphic Features and/or Clay Content Restrictions Brief in Depletions noted on 20% or less of ped surface or interior. Depletion chroma >= chroma 3. Moderate in Depletions noted on less than 50% of ped surface or interior. Depletion — chroma 2. Long in Not Observed Secondary Area List Redoximorphic Features and/or Clay Content Restrictions Brief in Depletions noted on 20% or less of ped surface or interior. Depletion chroma >= chroma 3. Moderate In Not Observed Long in Not Observed Comments Install in dry conditions. If system is not installed within a year of the date approved, a revalidation fee will be required. Part 2 installation Inspection Septic tank manufacturer Pump information Septic lank material Trench media and width Dose tank manufacturer Depth of interceptor drain Dose tank material Depth of settled fill Name of Installer License Number Installation Inspected by ❑ Environmental Health Specialist ❑ Designated Representative (check one or installer signs System Installation Verification below) Signature EHS / License Number pate System Installation Verification I have installed this system as designed and in compliance with all Rules and Regulations Pertaining to Onsite Wastewater Systems. Installer Signature License N jrnber _ Date _ earls rermit for a eration The information contained in Part 1 and 2 of this form has been reviewed and Health. THE PERMIT FOR OPERATION of this system is hereby issued. Environmental Health Specialist EHS Number Date conducted by ❑ Environmental Health Specialist ^ ' o (check one) Number Date EHP-19 (R 8/13) Page 2 of 2 19 10, NORTH DPn DnQr-M IAIATC:P 1 IAIC ilo 6021 P Q 0.5 OMOR 146' 161, 602' R, e c e i v o d 602' 146' 161' �6'01 ASTEWATER SYSTEMS References are found in the Arkansas State Board of Health Rules and Regulations Pertaining to Onsite Wastewater Systems Effective 1211/2014. LEGEND TO AutoCAD DRAWING A Sewer stub out location. Maximum depth of flow line from existing grade is 24Show this drawing to your plumber. (Reference 11,8) B 2-way.clean out location. Sewer popper required. Install clean out and sewer popper at or above grade. (Reference 11.10) Fall to inlet of septic tank can be no less than 1/8" per foot, and no more than %" per foot. (Reference 11.9) C Septic tank location. Risers to grade over inlet and outlet, minimum 18" diameter. (Reference 11.6.8) Effluent filter required. Orenco FTS-044-36 or equivalent. (Reference 11.6.6) Bed and backfill septic tank with 9/" or smaller gravel. (Reference 11.4) Septic tank must meet or exceed manufacturer requirements, 5000 psi, aged 28 days minimum. (Reference 11.6.1— 11.6.8.1) D Distribution box location. Tuff Tite 7-hole. Pipe seals and dial -a -flow levelers required. Bed and backfill distribution box with 3/" or smaller gravel. (Reference 9.10.4) E Primary disposal site location. Install field lines on contour. (Reference 9.10.1 — 9.10.3 and 9.10.6) F Secondary disposal site location. G Primary pit location. H Secondary pit location, I Soil pit location, if applicable. Not used due to shallow seasonal water tables or contour issues. J Proposed waterline. Water line must be installed 10' from any part of wastewater system. (Reference 6.2.8) K Benchmark location. L Primary disposal site -slope; 1.0% M Secondarv_disposal site sloe. 10%d PIPE SPECIFICAITONS House stub out to septic tank inlet: 4" schedule 40 pipe. Septic tank outlet to distribution box: 4" schedule 40 pipe. Distribution box outlets to field lines: 4" sdr-35 solid pipe. Trench Media: EZ Flow 1201 or EQ-24 Chambers EFFLUENT STRENGTH Biochemical oxygen demand < 300 mg/L Total suspended solids < 300 mg/L Fats, oil, and grease < 25 mg/L (Reference 9.41 and Appendix B, Footnotes) Any changes or substitutions to the notes and specifications in this permit must be approved by the Designated Representative. oov, inco WASTEWATER SYSTEMS GROUND AND INSTALLED ELEVATfONS Ifeet & inches Component Ground Flow Line Fa'''l Stub Out Up Slope " Inlet Up Slope " Outlet Up Slope " D-box 05-05" 06-01" Up Slope Line 1 06-01" 07-07" 18" Line 2 07-08" 09-02" 18" Line 3 09-04" 10-10" 18" Line 4 10-09" 12-03" 18" Benchmark 07-02" Tree (See Drawing). NOTES Install during dry conditions. Maximum Storage on Sloping Ground. Outlet flow line of D-box is at or above the ground elevation of the highest line of the absorption area. Any changes or substitutions to the notes and specifications in this permit must be approved by the Designated Representative. - l . . 11 r � f �Cyr � 037- 74 10,74.71 SOFT ' 2.47 ACRES cm r Cs f - i4' COMMUNiCATi JNS EASEMENT D y� PER Bk: i 99fi PAGE: 050709 c,? 49 Access & r ��—f�Utility Easement � I5'CNvV EASEMENT �. PER BK::2W5 PAGE: 039496 }1 ►^ U�. 0 4� , f� . • gip, {L i.o.�. TRACT A 146.24'.. 161,39' TRACT A * Optional System Utilization Verification Form Arkansas Department of Health Q Environmental Health Protection Individual Onsite Wastewater System Permit Application Permit "Type l0 New Installation ❑ Alteration I Repair DR Environmental ID '4�jlj� IJE2-- Homeowner '�Builder/Developer TO THE PROPERTY OWNER fteceipl Number .......... .... _ Fee Schedule for Structures N 5truelrrres 1500 sq fj or less 5 30.00 Structures more then 1500 sq It and up to 2000 sq It I S4500 Structures more than 2000 sq It and up to 3000 sq It S 90.00 - Strictures more than 3000 sq it and up to 4000 sq It $120.00 Structures mom than 4000 sq It Cl it MOM f Alteration and Repair ............ Onsite Wastewater System Utilization Verification Property location. Tract B Stewart Road, Litte Rock, AR 72223, 34.74573-92.47414 (Address of Proposed System, City, State, Zip) I hereby attest there are 4 bedrooms (- number of persons for commercial) and the square footage of the structure that will utilize the designed onsite wastewater system in this permit application is accurate. I have reviewed the permit application and understand the layout, installation, maintenance, operation and expense(s) that may be associated with this system. As Developer/Builder, I hereby attest that the above information is correct and prior to the sale of the property, I will convey, to the buyer, all information associated with this system. Owner/Applicant Signature Date 3/9/2017 This document must be submitted with the permit application, if the Owner/Applicant Signature Section (number 19 on the EHP-19) is not signed. EHP-19, OPT -A (R 8/13) 3/8/2017 bing (naps Bing Maps - Directions, trip planning, traffic cameras & more A Pulaski County, 3915 W 8th St, Little Rock, AR 72204 19 min, 13.6 mi 34.74573,-92.47414 Light traffic (19 min without traffic) Via 1-630 W, Colonel Glenn Rd Tract B, Stewart Road Little Rock, AR 72223 A Pulaski County 1. Depart Maryland Ave toward S Pine St 207 ft 2. Turn left onto S Pine St 0.1 mi -� <i 3. Turn left onto W 7th St 417 ft 4. Take ramp, left for 1-630 W _ 3.5 mi 5. At exit 8A, take ramp left and follow signs for 1-430 South 3.0 mi 0.3 mi 6, At exit 4, take ramp right and follow signs for Col. Glenn Rd. 7. Bear right onto Colonel Glenn Rd .T 5.5 mi Pass Valero in 0.4 mi 8. Turn right onto Burlingame Rd 0.3 mi I> 9. Turn right onto Stewart Rd / CR-32 0.7 mi 10. Arrive at Stewart Rd / CR-32 on the right. The fast intersection is Simpson Ln If you reach Leath Ln, you've gone too far.:.'. 34.74573,-92.47414 https://www.Ung.com/maps/ 1/2 3/8/2017 Bing Maps - Directions, trip planning, traffic cameras & more uoaloke, V.47414. 34,7457 Pulaski counW.­_ F5 t Ron Spnr'q: . Bzltfo!. A, 5 rnilai 10 km:. jcnj?,i 017 HERE. A Pulaski County, 3915 W 8th St, Little Rock,... 1` Lee Ave, ILL ern) ree's mr AA rl"ke A J CAPITOL W, .apn'l TIFF"', 1, 1 U6 zo e T HIL 15 PWL "ND V,!,:) 0 0 Q 01 VY C. H S YEPHENS NZEA rA 1 T( Z� 1A, T. 2C17 IUclogoft --orporr,;n $ 2J17 HE6'E bo bing 34.74S73, -92.47414 61 Lora NIn Twin 0 2-0!7 k1krasoft Corp ration 2017 HERS These directions are subject to the Microsoft,9 Service Agreement and are for informational purposes only. No guarantee is made regarding their completeness or accuracy. Construction projects, traffic, or other events may cause actual conditions to differ from these results. Map and, traffic data (,) 2017 HERE-. https:ltwww.bing.com/maps/ 2f2 02 'P, Arkansas Department of Health Environmental Health Protection Individual Onsite Wastewater System Permit Application Permit Type DR Environmental ID # (] New Installation ❑ Alteration / Repair NONE .E©©©ME■ Part 1 Application Treatment Tvoe (check one) Receipt Number ,:� Z A 17 / C�( JI Fee Schedule for Structures Structures 1500 sq It or less Structures more than 1500 sq ft and up to 2000 sq fi Structures more than 2000 sq ft and up to 3000 sq ft Structures more than 3000 sq ft and up to 4000 sq It Structures more than 4000 sq ft Alteration and Repair $ 30.00 $ 45.00 $ 90.00 $120.00 $160.00 $ 30.00 ❑ ❑ ✓❑ ❑ ❑ I ❑ Disoosal Method (check one] © STD = Standard Septic Tank 0 ATU = Aerobic Treatment Plant 21 STD = Standard Absorption Field ❑ LPD = Low Pressure Distribution ❑ ISF = Intermittent Sand Filter ❑ RSF = Re -circulating Sand Filter ❑ SUR = Surface Discharge ❑ HLD = Holding Tank ❑ PMF = Proprietary Media Filter ❑ RGF = Re -circulating Gravel Filter ❑ CPF = Capping Fill ❑ SRL = Serial Distribution ❑ OTH = Other (Describe) L7 HLD = Holding Tank ❑ OTH = Other ❑ DRIP = Drip Irrigation 1. Owner's/Applicant's Name 2. Phone Number Alan Schrader c/o Schrader Homes (501) 847--1940 3. Mailing Address 4. County P.O. Box 824. Brvant, Arkansas 72089 Pulaski 5, Address of Proposed System (If a 911 address is not available, attach detailed directions or map) Tract A, Stewart Road, Little Rock, AR 72223 6, Subdivision Name 7. Approval Date _ 8. Date Recorded 9. Lot Number n/a n/a n/a n/a 10. Lot Dimensions 11. Total Area (Acres) 12. # Bedrooms # People 13. Daily Flow (GPD) 382' x 515' x 146' x 351' 2.62 4 450 14. Brief Legal Description of Property (Attach a separate sheet of paper, if necessary) SE 1/4, SW 1/4, Section 2, Township 1 North, Range 14 West, Pulaski County 15. Water Supply (Specify supplier, if Pubtic Water) 16. GPS Coordinates Central Arkansas Water 34.74575,-92.47411 34,74373.-92,47414 17. Loading Rates d/ft 18. System Specifications Primary Area 0.75 a. Size of Se tic Tank 1250 al f. Trench Depth 18 inches Seconds Area 0.75 b. Size of Dose Tank n/a al 2.Trench Spacing 10 feet Percolation Test min/in c. Absorption Area 600 ftz h. Trench Media List Below !.Trench Width Primary Area Av n/a d_ Number of Field Lines 3 Ez Flow 1201 Geo 18 in Seconds Area n/a e. Len th of Field Lines 100 ft Eq 24 Chamber 18 ,n TO THE OWNER The permit for construction may be deemed invalid by the local Environmental Health Specialist before the start of construction, if the site and/or soil conditions have changed after approval of this permit, or if the Information within this permit is inaccurate or has been found to be misrepresented. Approval for operation does not constitute a guarantee that the system will function properly. The approval states that the system was designed and installed according to the Arkansas Department of Health, Rules and Regulations Pertaining to Onsite Wastewater Systems, unless there are exceptions or deviations noted in the comments. A Permit for Construction is valid for one (1) year from the date of approval. The authorized agent must revalidate a permit more than one (1) year old prior to the start of any construction. 19. Utilization Verification I hereby attest that item 12, the number of bedrooms (number of persons for commercial) and square footage of the structure that will utilize the designed individual onsite wastewater system in this permit application, is accurate. I have reviewed the permit application and understand the layout, installation, maintenance, operation and expense(s) that may be associated with this system. Owner/Applicant Signature `-ee— Date -- 20. 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 Department of Health Rules and Regulations Pertaining to Onsite Wastewater Systems. Designated Representative Soil Certified ® Yes ❑ No Designated Representative Signature Title f David A. Meints 03/09/2017 501-821-38371501-804-0837 Print Name Date Phone Number 21. Approval of Health Authority f- - The infornation and specifications In the application has been reviewed and found to meet the requirements of the Arkansas Department of Health Rules and Regulations Pertaining To Onsile Wastewater Systems. A PERMIT FOR CONSTRUCTION is hereby issued. ,5-70 3 -- Z y - / 7 Environmental Specialist Signature EHS Number Date EHP-19 (R 8/13) Page 1 Individual Onsite Wastewater System Permit Application Receipt Number Continue Pan 1 22. Soil Criteria (Primary Area) Indicate the depth to items a-f, if observed in the soil (designate In inches) a. Bedrock b. BSWT I c. MSWT d. LSWT e. Adj. MSWT f. Adj. LSWT g. H.C./Depth h. Loading Rate (gpd/flzj >48" 30" j 37" Not Obsv 35" n/a Mod/48" 0.75 23. Soil Criteria (Secondary Area) Indicate the depth to items a-f, if observed In the soil (designate Inches) a. Bedrock b. BSWT c. MSWT d. LSWT e. Adj. MSWT f. Adj. LSWT g. H.C./Depth K. Loading Rate (gpd/ft ) >48" 24" 33" Not Obsv 30" n/a Mod/48" 0.75 24. Seasonal Water Table (SWT) Classes Detail Primary Area List Redoximorphic Features andlor Clay Content Restrictions Brief in Depletions noted on 20% or less of ped surface or interior. Depletion chroma — chroma 3. Moderate in Depletions noted on less than 50% of ped surface or interior. Depletion <= chroma 2. Long in Not Observed Secondary Area List Redoximorphic Features andlor Clay Content Restrictions Brief in Depletions noted on 20% or less of ped surface or interior. Depletion chroma >= chroma 3. Moderate in Depletions noted on less than 50% of ped surface or interior. Depletion — chroma 2. Long in Not Observed Comments Install In dry conditions. If system is not installed within a year of the date approved, a revalidation fee will be required. Part 2 Installation Inspection Septic tank manufacturer Pump information Y Septic tank material Trench media and width Dose tank manufacturer Depth of interceptor drain Dose tank material Depth of settled fill Name of Installer License Number Installation Inspected by u Environmental Health Specialist n Designated Representative (check one or installer signs System Installation Verification below) Si nature EHS / License Number _ Drte _ System Installation Verification _ I have installed this system as designed and in compliance with all Rules and Regulations Pertaining to Onsile Wastewater Systems. Installer Si nature License Number date rar-E .3 rerrn11 Tor upera1svn _ The information contained in Part 9 and 2 of this fort has been reviewed and found to meet the requirements of the Health. THE PERMIT FOR OPERATION of this system is hereby Issued. Environmental Health Specialist (check one) EHS 1 License Number Date EH P-19 (R 8/13) Page 2 or 2 ,YA• "Mo J NORTH PROPOSED WATER LINE m 5' 10, 10, so, 4 BEDROOM A .' DRIVEI DRIVEWAY 24 , •. 40' PARKING Received Pulaski Central LHU SALINE 146' 602' 146' 161' �6m' ASTEWATER SYSTEMS References are found in the Arkansas State Board of Health Rules and Regulations Pertaining to Onsite Wastewater Systems Effective 1211/2014. LEGEND TO AutoCAD DRAWING A Sewer stub out location. Maximum depth of flow line from existing grade is 24". Show this drawing to your plumber. (Reference 11.8) B 2-way clean out location. Sewer popper required. Install clean out and sewer popper at or above grade. (Reference 11,10) Fall to inlet of septic tank can be no less than 1/8" per foot, and no more than '/" per foot. (Reference 11.9) C Sep tic_tank_location. Risers to grade over inlet and outlet, minimum 18" diameter. (Reference 11.6.8) Effluent filter required. Orenco FTS-044-36 or equivalent. (Reference 11.6.6) Bed and backfill septic tank with 9/" or smaller gravel. (Reference 11.4) Septic tank must meet or exceed manufacturer requirements, 5000 psi, aged 28 days minimum. (Reference 11.6.1— 11.6.8.1) D Distribution box location. Tuff Tite 7-hole. Pipe seals and dial -a -flow levelers required. Bed and backfill distribution box with W or smaller gravel. (Reference 9.10.4) E Primary disposal site location. Install field lines on contour. (Reference 9.10.1 — 9.10.3 and 9.10.6) F Secondary disposal site location. G Primary nit location. H Secondary nit location. I Soil pit location, if applicable. Not used due to shallow seasonal water tables or contour issues. J Pro -posed water line. Water line must be installed 10' from any part of wastewater system. (Reference 6.2.8) K Benchmark location. L Primary disoosal site slope. 18% M Secondary disoosal site slope. 18% PIPE SPECIFICAITONS House stub out to septic tank inlet: 4" schedule 40 pipe. Septic tank outlet to distribution box: 4" schedule 40 pipe. Distribution box outlets to field lines: 4" sdr-35 solid pipe. Trench Media;- EZ Flow 1201 or EQ-24 Chambers EFFLUENT STRENGTH Biochemical oxygen demand < 300 mg/L Total suspended solids < 300 mg/L Fats, oil, and grease < 25 mg/L (Reference 9.41 and Appendix 8, Footnotes) Any changes or substitutions to the notes and specifications in this permit must be approved by the Designated Representative. _o +�=.inco WASTEWATER SYSTEMS GROUND AND INSTALLED ELEVATIONS (feet & inches) Component Ground Flow Line Fall Stub Out Up Slope It " Inlet Up Slope It to Outlet Up Slope itit D-box 05-07" 06-03" Up Slope Line 1 07-02" 08-08" 18" Line 2 09-04" 10-10" 18" Line 3 11-01" 12-07" 18" Benchmark 06-08" Tree (See Drawing). NOTES Install during dry conditions. Maximum Storage on Sloping Ground. Outlet flow line of D-box is at or above the ground elevation of the highest line of the absorption area. Any changes or substitutions to the notes and specifications in this permit must be approved by the Designated Representative, f ' f � . f I .,� G �'r � � w �f 44$,3 10,7477 SO FT _947 ACRES / ! L10' COMMUNICATIONS EASEMENT � uj PER SK,1996 PAGE: 050709 4.0' Access & I -/---�Ut'slily Esssment 1 F CAW EASEMENT ti PAR 6K:2X5-PAGE: 03949.E S 11I/� '7 r 'rLF Jal r -32A PI w m m s A 146.24' 161.39' * Optional System Utilization Verification Form 0 4 Arkansas Department Df Reatth Environmental Health Protection Individual Onslte wastewater System Permit Application Permit Type Q New Installation ❑ Alteration / Repair DR Environmental ID 9 Homeowner J--�=Builder/Developer TO THE PROPERTY OWNER keeeipl Number _.- Fee Schedule for Structures 1 $trUCi6iPpS 5500sgIforless S 30.00 'Y ❑ ❑ Structures more than 1500 so fl and up to 2000 Sq ft S A5.00 Structures more than 2000 sq It and up to 3000 sq n S 90.00 Stnrrlures more than 3000 sq ft and up to 4000 sq ft k Si20.00 - ❑ i} S;fudwes more itian ao00 sq It S150.00 ❑ Alteration and Repa,r I iJ s3aon -- j— Onsite Wastewater System Utilization Verification Property location: Tract A Stewart Road, Litte Rock, AR 72223, 34.74575-92.47411 (Address of Proposed System, City, State, Zip) I hereby attest there are 4 bedrooms ( number of persons for commercial) and the square footage of the structure that will utilize the designed onsite wastewater system in this permit application is accurate. I have reviewed the permit application and understand the layout, installation, maintenance, operation and expense(s) that may be associated with this system. As Developer/Builder, I hereby attest that the above information is correct and prior to the sale of the property. I will convey, to the buyer, all information associated with this system. Owner/Applicant Signature Date 3/9/2017 This document must be submitted with the permit application, if the Owner/Applicant Signature Section (number 19 on the EHP-19) is not signed. EHP-19, OPT -A (R 8/13) Bing Maps ' Directions, trip planning, traffic cameras amore W*b/*gmaps A Pulaski County, 3915 VV8th St Little Rock, /\R 72204 �� 34.74575' -93.47411 31 min, 1].6 rni Light traffic (ZVmin without traffic) Via |'630VKColonel Glenn ad Tract A,Stewart Road ----------------------------' Little Rock, AR72228 J� .. -_-_.- --~--- Pulaski County ' — --- -- -------D - part Maryland Ave toward S Pine St 207 ft 2. Turn left onto S Pine St 0. 1 Mi 5. At exit 8A, take ramp left and follow signs for 1-430 South 3.0 mi P Irlight.-ArW fbilow signs for Col.. -Glenn Rd. 7. Bear right onto Colonel Glenn Rd 5.5 mi Turn right onto Burlingame Rd :0.3 mi 9. Turn right onto Stewart Rd CR-32 0.8 mi 10. Arrive at Stewart Rd CR-32 on the right The last intersection is Simpson Ln If you reach Leatha Ln, You've gone too,f�r ou 302017 Bing Maps - Directions, trip planning, traffic cameras & more A,1Dott:11 .. r'::::.c t0 _ ' 511ervrroC - J. .. 34,74575,`92,47411 rti:,rth t_{tt!OI RQO `°' xVrF1e 6mifce 10km . r.o ,.. @e;;�.G.•:�:�017 HERE A Pulaski County, 3915 W 8th St, Little Rock,... B 34,74575,-92.47411 Um .ivl: 1'd1lf3klynarT:>tv� Q. �r rya t:r.r:i,: el �+ n •�- LY C:aj:ib:!Ay: 4'ri: 1::.Ciif':T � • roar, ,(:1 ''• S-rA '7 Gh: .. .. 32 };.. 1.-,Y Fl i,,' f, A'I.YE T:i `W sill i_.tl; s; i.'!til 5! t v Ir,r:i�ti .' i:l[f.A l', ;LYf'f Twin 5 .'ngs IN 201t Sl Ve'2.1fr1 Si - ::VE hY Uii a:! 2. 7 Lli_rosoff Gore=aavi r. E:. 7 .HERE Ip liir'y g 201' lit'-fosoft Gorpomion V 2017 HERE These directions are subject to the MicrosoftV Service Agreement and are for informational purposes only. No guarantee is made regarding their completeness or accuracy, Construction projects, traffic, or other events may cause actual conditions to differ from these results. Map and traffic data 'T 2017 HERE'. https://www.Ung.com/maps/ 212