ORDER NO. 2;~36~ AF~RROVAL OF VARIANCE TO ON-SITE SEWAGE RULES AND REGULATIONS FOR LOTS 101 , 102, 10.s, AND 104 LOYAL VALLEY DRIVE On this the 10th day of June 1996, ~_-pon motion made by Judge Denson, seconded by Commissioner Nolekamp, the Court unanimously approved by a vote of 5-0-0, to grant a variance from the On-Site Sewage Rules and Regulations for lots 101, 102,10.?,, and 104 Loyal Valley contingent on the maintenance agreement pr^otecting the public and environment, COMMISSIONERS' COURT AGENDA k~QUEST PLEASE FURNISH ONE ORIGINAL AND FIVE COPIES OF THIS REQUEST AND DOCUMENTS TO BE REVIEWED BY THE COURT. MADE BY: ROBERT A. DENSON OFFICE: COUNTY JUDGE MEETING DATE: June I0. I996 TIME PREFERRED: SUBJECT: (PLEASE BE SPECIFIC) Consider and discuss variances from the on site sewer rules for 102, 104 and 106 Loyal Valley Drive. EXECUTIVE SESSION REQUESTED: (PLEASE STATE REASON) ESTIMATED LENGTH OF PRESENTATION: IF PERSONNELMATTER -NAME OF EMPLOYEE: NAME OF PERSON ADDRESSING THE COURT: County Jude/Charles Dig~es Time for submitting this request for Court to assure that the matter is posted in accordance with Title 5, Chapter 551 and 552, Government Code, is as follows: Meeting scheduled for Mondays: THIS REQUEST RECEIVED BY: THIS REQUEST RECEIVED ON: All Agenda Requests will be screened by the County Judge's Office to determine if adequate information has been prepared for the Court's formal consideration and action at time of Court Meetings. Your cooperation will be appreciated and contribute towards you request being addressed at the earliest opportunity. See Agenda Request Rules Adopted by Commissioners' Court. 5:00 P.M. previous Tuesday. G UADALU PE C4M PAN i ES ~~,-~~~,-~,-~~~~~~~~~ SURVEYING 8 SEP71C SYSTEMS • 217A WEST WATER STREET • KERRVILLE, TEXAS 78028 • Telephone (210)8951808 • Fax (210)896-3534 June 2, 1996 Mr. Mark Bowers, Acting Director K.C. Environmental Health Dept. 4000 San Antonio Hwy. Kerrville, Texas 78028 RE: Agenda items for the June loth Commissioners Court meeting. Dear Mark, The subject items deal wit a and also 217 Frederick Drive. here prope zes lie within one section or another of the Loyal Valley Subdivision. We have both studied these situations and realize that each has its own restraints which will call for order to allow the properties to stay functional. Residences at 102, 104 and 106 Loyal Valley have physical restraints i.e.., small lots, slow percolation and close proximity to an adjoining creek. The residence at 217 Frederick has a near failing system and the owner Terry Bartlett, a single mother of six children, has a financial restraint, and does not have the funds for a complete upgrade of the system. She can afford a repair of the existing system aided by the sweat equity of herself and friends. I request that you place us on the agenda so that we may go to Commssioners Court to present these situations to obtain direction from the Court. We will submit plans to you this week showing the elements of the designs we have discussed. We will make additional copies of these for each member of the Court. Yours ly, Charles Digger cc Butch Lackey Ray Lehman Jim Muck Terry Bartlett ~'' ~ ~\ z . ~~ -,5 .~8' 1'`~~0' S~~ .1r~~,YCCr1RGCl ~O ~x'~s7ino~~~avn`t~c~c~ ~o Come. U b " ~ 556 ~2 ait- EXis~in~ ~ro:\n~~c~~ ~ `J / 1' h l or ~ ~14~o r• ~ ~ G.'(~ T~ Sr,1td ~° ~~ Ncw 55v w,Eom~v. o ~~e O ~ 6y ExIS~~n 550 1 5' /o p.-ov.dt ~ter-o`.'c ., // / 1 ~~ / // o ~ 02.1 '7 om °' ~ /~ 'oJY ovc\ e ~~i~ c a ~ ~ ., o r To O 0 0 \ ~OVbe o2 B~ 4~' ~c`~7. Pip c, ~'/S~oSa~ .i~Ta q~•vir~t"ie~. ~' a 5 ~ add so ~ .~. a~ R~v~a~ /W ~T~e.~c~~n 5~ w.dc ~'o ~5•~8' ` 1..1 ~`c ~~ car ~ c K ~vo.d a\~~c ~ as~tWc~`te,Y K e~c ~ v ~~\\ e ,~ k. ~l 8 0 Z 8 p~~ ~~~~) 8g5 i~o 9 fax Baia) 8~ C 35 3 if ~0.~ e. AS ~v ~\~ G S _\Y1S'p e.G~GC~ U~CY ~.JC~ 1 e- m\~ sv~e~v\S~o~n e ~~ns~o,\\c,c~ ~,.~ s ~a~ ~. ~ Co~r~y ~e~~\a~~~ ors . Ca . A ~~cdblcl P~C~`cc0.1 mtC~~ Sw~~~ C~1\pt \'(10.T ~O`(~ 1nT o Cot~V e.'~1 T ~OY~0.\ ~~crc~.n~ -~or ~ I `7 ~~- ~ . ~ l~he \:~l ADIC ,stem ron,i,t, of i',ut treauncnt chamber, in a ,mgle truth. The center aeraUcm chamber n a rtrrular tank ~t uh ;I ,lotted. when bottom ~~ hich emitu~'~ tnir, the hc,Itotn of the outer clarifier chamber. Located ut the center of the aeratum rhanther i, an eight Inch diameter draft tube ,ti hick extend, to fiun inche, front ihr hottonl r,1 tJlr clanfier. Air i~ rcle.I,ed at the bottom of the draft tube thruu~~h a ~il,c hlatc dllfu,er. ;'~, the dlfiu>ed air riu~, in the draft Iuhc'. it rau,e, an ut~,~ and fkt~~ of brace„ fluid. Thn lid, to ,enle hart, to the bottom of the tan4. ~+here then are again dray+n hash ult through the draft tube. :\< r;rw,e~~a~~e enter, the air:rurtn chanth.r. rt di,hlac~, hu,logical ,olio, from the aeration runtltartment t., the clarifier. Quie,crnt conditions in the clarifier aliot+ the dt>>c,trd sol+il, tu,ettle to the hottorn of the rlarit+rr where the, are returned hacl~ to the aeration rt~mpartrnent. The clantied (treated) efllurnt flows ,lowly uP throu~~h the rlanl~icr and u~cr ;r ~~cir ~~hirh <\tcnd, around the ttrrihhcn of the tanl. The rfflucnt collect, in an outer trou~~h ~+here it di,char~~e, Ihrou,_h a four inch Itll,e. ~~ ,cum battle located imide the e,~erllo~~ ~~elr Itrc~ent, Iloaitng,ttlid, from irn,ing u~rr the ~~rn 1 _--.- - 3(?.. ~i r0" T~ 1 til - ~ ~ cD J Capal'Ih' 6()0 Gal. Holding 500 Gal. Treated Specifications Apx. 265 Ihs. Aeration Rates: at i prig - Compressor: 1!4 HP. 1725 rpm. 6U c~~cle. I l5V Rand Capacity - ? to 3.7 cfm- up to ~ psig Diffuser: Disc plate diaphragm type Organic Loading: > t~~ 1.5 Ihs. BOD/day 0 1 I.~~~st ~ ~I I \lil ai''''l CapaC lly KOO Gal. Holdrng 600 Gal, Treated Specifications Apx. i50 lbs. Aeration Rates: 2950 cf/Ib. BOD/day at 3 prig Compressor: I/4 HP. 1725 rpm, 60cycle, IISV Rated Capacity - 3 to -1 rtin - up to 8 psig Diffuser: Disc plate diaphragm type Organic Loading: i to 2 Ih.. [)OD/day Capacity I,O50 Gal. Holding 800 Gal. Treated Specifications Apx. 450 lbs. v r 30 - ~t ~_ tta• III/ i Capacity 2.000 Gal. Holding I ,500 Gal. Treated Specifications Apx. 9(x1 lbs. Aeration Rates: 29(x) cf/16. BOD/day at 3 psig Compressor: 1/4 HP, 1725 rpm, 60 cycle, l I SV RateteHatcr l~rcaun~nt ~hc~l Rr,ults(ANSI/NSF StanJard 40 Tc>t E~alu:ttirm) lntluent h1can mgl-Effluent Mean mgl - Redurtum BOD 15 da_v s l I5(I 6 96Sr SS I~)? 7 96~f ti~stem ('omponents and ~latcrials \\'a~tc~~atcr T:mt. Dome and (~o~er: Fiherglass Reinftxced Pla,tic E~temal ('ompresor. I/4 HP 17'5 rpm, 115 Volts 60 cycie Alarm 5t~stcm: Vlsual Only / Audur-Visual NAYADIC, INC. 1336 STANLEY AVENUE 5'3-223 5252•F.AX 5t3 DAYTON ON 45404 223-8988 Aeration Rates: 2710 cf/lb. BOD/day at 4 psig Compressor: 1/2 HP. 1725 rpm, 60 cycle, 1 I SV Rated Capaclty - 6 to 7 cfm - up w 8 psig Diffuser: Disc plate diaphragm type Urganic Loading: 2.4 to 4.25 lhs. 130D/day N ~ ~k~ .,,,. 5-93 ;11ude1 \7-bA Mudcl M-SA J~ Model M-105(1:1 Model M-2111NIA • ~`~ ~ .~ O s3 / / ~7~ ~/ ~ r e •~ J ~ rv~ ~ ~ U G K r` ~ ~ e Estimated Daily Water Co»sumption: ~z_ GPD. 02-~ B No. of Bedrooms/ - 3 t~ No. of Square Feet 2~ 9 O ;Soil Resource Group ~ ~ C , Loading Rate: ~• S gal/sq.ft.; Field Size: / ,5 sq.ft or 10 ~ 7.,~ sq.ft. with ~ % reduction for chambers Laterals: 3 6 Z - S linear feet of sc~ OPVC; Manifold: 1 c~ 5 l.ft. '.~ ~ ,~ti v~PVC LATERAL NO. HOLE SPACING NO. OF HOLES TOTALS Pres. Head: .~ ft. + Fric. Head: -8 ft. + El. Head: ~~ ft. = 1 7. feet. Fric. Head: . ~ '~-5 . x - =feet. Av. Dosing Rate: ~~.i. GPM.; Min. ose: 9~ gals.; Desi n D se: ~5~ gals. Min. Dose:.5 `~ ,+eo x ., "sue x QZ ~ 89 S Pump Selection: _ Zn c~,/~~.Y Model No. ____ ~~ Pump on/off distance is: ~ inches in a _1~/ ft. diameter tank. 1J4" anti siphon hole required: yes _~ no Check Valve: yes no [,/, GENERAL NOTES 1. Pump shall sit on 4" high concrete block. Pump and high water alarm shall be on separate electrical circuits. High water alarm box shall be placed in a utility closet or garage or housed in a protective weather resistant enclosure for exterior installations. High water alarm shall alert audibly and visually. 2. Ends of laterals shall be turned upward 45 degrees to a height 1" below grade. Install tli eaded male adapter and threaded cap atop end of lateral. Dosing holes in laterals will be ~~_ inches in diameter. . 3. Trenches will be 36" wide and sha1~ be 18"-3t5" deep utilizing leaching chambers. So; ~ /,e ~04, -/re.,c~es s~,o// f ~ eKCav~~ed ~ a oee~ off' s' ~o ~ '~e'e ~ F-~ ~eP / ~c~ w/coax-se sa„4/ 4. Chambers to be installed per manufactures recommendations. LOW PRESSURE DOSING WASTEWATER GUADALUPE WASTEWATER COMPANY TREATMENT YSTEM FOR 217-A West Water Street a~~ s Kerrville, Texas 78028 SCALE. 1" a0 ft., DATE: PHONE: 210-895-1809 AS BUILT: / J SUBMTI~I'ED BY: Charles Digges~ R-5. 29 7~{- Signature: asbuilt.001 Signature: S. SyS~-e-~ ~° )°~ f77c2ivf'7`"ginLC O~ ~hiS T'i~-M V0. Qh On qOi/~~ nnnval CO. Lo~ w; ~j have. Ohe Owner W;+(~ 'o~ ~-ied ~-o~~~~e~- 6y nn ai+~~aJ:~ ~o ~I,e P~bl:c s-~G-~-~~ Such of Io~-s w;~~ ~sve. d~-~~~cn~- own2~s wi-~~. a IeSnt ~o~~R,eh~- Oran+;r~ corr,rnon ocune~sh~~i € rr~n•,n~}'enct~.ce r~sPons~6; li~:es. --> pG.N• ~~~ ~°' Say ~ ~~~ao, ~yo\\~y Ra ~ So zC' a.p ,f,. ~ 1~ay0. ~ 3' p 6 N 5O 3Z F. ~kP•'~~w `p4 ,.~ w.n. 0 1 5~ i 5a 0 "__-y'~~ i . y v... ~ ~ ~ ~ ~,~.t~d o ~ o ~~ w1~ ti p,k,~ ~ , ,~ y ~~`a1a J ' ; ~ ~ ~ F~ ~ a+ ~J s~t~" o ~+~, K;n~ ~ i FLes~ ~~tc 36 ~ 0 -~ti,s spa ~ , p 5p s. 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' ~ u1 o a 4 ~b ~ a ~ 8 9 5D , 4 ',a;t, °e ° ' 33~~ qva~° ~ ' ,8,~ ORDER N0. 23363 APPROVAL OF VARRTAb1CE TO OIV-SITE SEWAGE RULES AND REGULATIONS FOR LETS 101,102,103, and 104 TAYAL VATT,F'V DRIVE June 10, 1996 Vol U, Page 501