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Home My WebLink About1984-09-30 Septic System Design Reportf S-P TESTING, INC. 051 KATYDID LANE ST. MICA L. UN 56M ' j iTEVE �IIRMEII= tNf Non\S i ��, .��c�. , _. i� �� l �o; cam' \•. ; �_ ._� , Y>t_&cw,.� ��.� .►� U. c��_�,\CCU ,_��:�L-•'t\tif. �1.►'\�:tSt��(� 1 u�w.�.o►� L�:1'tCU, L0�\��\� ti` ..r\,� .. • :vc 1 l��.1� �c� `�\�, :• ': ,; t C aC C CL ��,1 L`i�.} \c,t•,`..l �� t �+,':v,1�\�� 1^:..`l• �L.u`�C� �c`\.�\L L.�,�:> �otCOV( 1 <-L� �iy' to �y'. �'1��,� _►.:�c�', 1e�cC (xvil C� �_��\ t�\o��\�►�q�.r-�C\.�,U►�i.'i�.� J e-0- kkiLCI� C.,t�� `J(O��j�O► ;� V.0,S cxkrz- \.t�. L: �l�\� c1Ci� i�.: •5 i:�.1 a. (� �1t. �1�1C` Rl C... C�t�l �! , l �k Q ` Ot �X. S Cu\C1►c�.C� C o:. c , : ;� ti�� . i V,` jAk L� Oakes �'L ,\\ ,\'.e �� k,-j h Lxv (- c`. C\x-%, rcl. UV Lei. iNS `G`\c t'1 •r',�v1- C�� l`:�� t1E.0 iC: 1.�44.L- CS►', ��*,.� `�\�� `�,�� -�:. \��•..� < i-�lte.. sc�c��cw.l� 4�.� �� v�uttt•-�c�t�\�..'~ 1 ukk Vic{ (.0k �Nv_a- .) E.4--} ��, ,�.c,� C� •t.�.e.. �tot�oSeC� .k ti�a�E�� ` J,._ V l 1 �.00.. be vCc. V..�c` O.� �C v.CLI,0,,N 0�-5 ��lC�� G.S C%�►SS��`C. Soil and PercoMtiow Tests Septic System DeSitw i ,c;J,-�1�- c� '.c>;�la�o�1 ate• ;moo:.;��o•c��ce. _-�. �s.�._.:: ��L�L J�vi►c�. �C�o�`l C CCU � �. o�� t �.� � � � e0ti� �`t �'�. �� c... _. — L-13 . 1s�tlai� or .ho jact ��sri• �lrnnn�PSor�` ' ,. . Swings tr/a by tx Sim*M,r.a.Sdr�►(rnl('S Data R-Zb-64 Classification. Systanl •AM ,.a .USUL SCI unified _ v ; other • . ; Asper used (aback eft) t Wi ,d--,, or ,darer _i mot '_. os Bucket otb x DePtlte term sa Ant . Depth. Boring number, Surface alention Surface elevata tion 9 .O last feet 0 0 Ow K Qe own Ioo►..,1 :`;,• 3 _ gto.�r• Clo.,.,j loc�� Qjto�/.�•. QC'�w'n�j �oa� `�e1lo�;Si� ac off. �oo.c� Sir� End of lborial at �_ fast. Standing water tablet present at _ fast of depth. hours after boring. ' / Not present in boring hole mottled foil Observed at _/- feet of depth. Mgt present In boring hole of S: \k.5 S' - 10 End of boring at �_ feet. Standing water tables Present at foot of deptho . hours after boring. lot present in , boring hole mottled soil* Observed at feet of depth. Not present in boring Isola .l4i�81L L-13 i f`. teastlsm or Project ......... swims ;Ms byS,e� n.c. Classffiaatieta Systems: AUND __i. Oswscs s OnifieM _i other r._,..,.._.._'•. i Mssr wM (e1111 lkre) t IWA ,�[,' es.,rowY -�= Flight _..or Bucket other Berths. Swing shier De►th, sorisyi audmv y in !at surface elevation ChN fast surface elevation 0 0 ' /%%oesoal Dac1VI (iCo.+Jn \oar.1 • �1•- via - VS _ CA,j c.. 4 End of,boring at ` 1 teat. Standing water tables present at feet of depth. hours after boring. Not present to boring hole Mottled @oil: Observed at 98* fset of depth. Mot present to boring hole s- 10 — -43 End of boring at �� feet. Standing water table: Present at __ feet of depth. hours after boring. Not present to ' borieot hole' Mottled soil: Observed at feet of depth. Not present Is borinR hole . � . , • . •�.,Ff;��. Jai a! =°u �i� , � .. _ •.aa,-13.. LAL t: sWs h Data q-1tb-R� j Cu"Ifteett" Syatew Md6 _.:.i� WDMiq �_t OnifiaA xl�t otbor ;.: WMe rpa0 (dsash tu�a� `�sw nioht r, or Bucket t otbas a**# Krim 0014* c s' Depth. boring Sul" la rasa alwrtias $=face elevation 91.E feat tact - r. ... 0 0- let 4oPsoa i�atk 13row.� 1ooM /i cesa� Oc..�K (3saa� loo�M MC • .lam- ; .. �Co,�� owe.• s`...�. . • ! _ co Ca St- S ar tad of boring at �tut. Standing water tables Propane at _ feet of depth$ hours otter boring. Not present to boring hole f . . Mottled e611: Observed at _�Z"_ test of depth. . Uot present In boring hole _. Swe�'dy ' oar 't hcs�. so�1s o cC.:Czcz so;b LSCi.- l.cskcC c�a-.�. �oo„n►� 10 — 1 End of boring at �feet. Standimp wator.tsble: Present at feet of depth, boors after boring. Not present In -boring hole - mottled soil: Observed at ' feet of depth. ,Not present in boring hole , 't DATA SHMUT 1�t4�;1 a bole location Hole number pQ� T Depth of hole bottom �_ inches. etc tot bole seas pss*ased - L - �' Diirter •. o! tale, � �_ incbu. , • : . ."� Soil data from teut-bolat Depth, ipcbss Soil texture low /3,400 y; Method of scratcbinR sidwrll 14rs�'p4e— f a- in bottom of hole, D�tb o pe wised grovel inches. Dare and hour of initial water filling Cl - 1 0 a.,n,�. Depth of initial water filling, 1 al+ inches above hole bottom. ;.: Method used to maiatair at least 12 inches of water depth in hole for at least ` 4 bourn b'= Percolation test read made bby n +.Tye'• - 9 starting at 0 OO p:s. . Maximum water depth above hole •` �+to during tut, inches, Tim :. " Ties .. Interwale Mlinut4f 16"rai nag t1, inches Drop in water level, inches Percolation ratep hinut_as per inch Remarks 31 .9 UISO • y Ph4 Ation rate i �.nl. �'`: rietutit 'per inch. TM DATA CMATIN -h16U location A k I Sols, number �L Ute.-, teat bale was prepar Depth of hole bottom,_ inches. iiimiiiai at bale, Inches. flafl data frost test halo: Sail texture Depth, inches MstlmW of ser.,:chinig sideva � P4e— Ddpth,of pe -sized gravel in bottom of hole, cl inches. Data and hour of initial water filling G -,. 6 Sq t QL'-QQP Depth of Initial water filling, Inches above hole bottom. Matb6j u&& to maintain at l"at 12 Inches of water depth in hole for at least ♦ hours "-acysm -tz V; -roolation test readings made by d' .A ? - a y starting at in t-. maximum water --Tons depth above hole 4 (date) "ring test, Inches. 1 Ft Tun Time Interval, Minutst s. Measurement inches Drop in water Laval, inches Percolation rate, minutes par inch Remarks H-1 Tlt6 stiautse per inch. Pdtcolation rate • Y1. + 't '. • Hole number +. • •'11N11 bola location • '� . �s' pest bcie was pray ! Depth of bola bottom. a'i inches. Y { ►ti D.-.es of hole' inches. ." soil data from test "I Depth, incb." / ^ Soil texture ►n" .1 �' do e .J r� C \ ti. \ �,�.,-� Watbod of scratching sidewah xnSe- - - - Doth of pea -sized graval in bottom of hole, :_ inches. Date and hour of initial .rater filling �-�(0•8� �'Oyr..v►• =T' Depth of initial water tilling, I:i inches above hole bottom. Mstbod•used to maintain at least 12 inches of water depth in hole for at least 4 hours 0,xi �W011 _ .Q�br 'fero&iation test readings made by starting at Maximza waxer depth above ho: p.m. sea ' daring test. is inches. • Tun Time Znter."10 Hinute�f Hassurement,k . Drop in water inch" ,. level, inches Percolation rate. minutes per inch Remarks A o ?, ., . percolation rate -_ minutes per inch. • r_� L-14 1,;�r ''R'• lERCOT.ATiON TssT DATA SKEET 41 OW,, �'. Test,bola location Hole number Daub test bole vas prepared 9,Depth of hole bottom, �_ inches. i. ! Diajistar of hole,, (h inches. soil data from test bolas Depth, inche^ $oilpptexture k : • aa-J�, \ w Method of scratching sidewall i4r Se . Ddpth of pea -sized gravel in bottom of hole, _ cZ Inches. Dace and hour of initial water f illint Depth of initial water fillint, lol. inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours y Percolation teat readings made by n on r: _ -•:l- 'starting at 10'•03 ��Maximum water depth above hole date ' during test, 6en inches. Time Tie Integral, Minutel' ' Measurement, inches Drop in water level, inches Percolation rate, minutes per inch Remarks IND cZ"Iq 3. W.:4bL Iles16,b ?4rdblation rate zdnutes per inch. tERtALATION TM DATA SHUT '3 Two lala loCatiam r Hole number S _ 'k _� 640 ,test bola was prepared Depth of hole bottom 36 inches. P • p iii titer of hole, 6 inches. Soil data from test hole: Depth. inabes Soil texture �.� l6`•Zy•` ro \ w , Method of scratcbinR sidevall th of pea-aised gravel in bottom of hole. �_ inches. 1,, a and hour of initial water filling 9-.16 Depth of initial water filling, \aL inches above hole bottom. Atthod used to maintain at least 12 inches of water depth in hole for at least A hours C!LuAr_ ecY.eAArS' o. v Percolation test readings made by - on starting at I 0,10AMe water depth above hole data during testa (n . inches. Tier Tiara Interval,` Mtinutag Measurement, inches Drop in water level, inches Percolation rate, minutes per inch Remarks CS mq q 10, 3 Percolation rate j 3,� - 70 minutes per inch. • • c � t PaCM AT.IN TIST DATA SHUT Tut. hole location �1 Hole number �a ,hf 1 f�n� t�v�+�S�t\ DaU tut hole. Man prepared q - Zk6 - W , Depth of hole bottom, inches. r Diameter of bolki inches. Soil data from test holes Depth, inches Soil texture ;4. • oZ�•- ;LBO �t_lh�.S4. OIOvJC� �oo.,c.rti Vie;_: s . • . r Method of scratching sidewall Ddpth of pea -sized gravel in bottom of hole, _-_ inches. Date and hour of initial water filling q -.D la'- 00 a•+u. Depth of initial water filling, k4. inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Ou►��nM�.c. ��o� Percolation test readings made by - n on 1- ~starting at 1. OS. a.0 Haximnm water depth above hole date ' during test, inches. Tim' Tim Interval, Minut4 Measurement, inches Drop in water level, inches Percolation rate, minutes per inch Remarks a. Q It, Ick Y Qk. . Piieolstion rate � __'• AV. ; 4_ minutia 'per inch. 5T I-- P1 n �r I" X__ X . -7T -- ;--- MOUND FILL 4'- 6' TO ALLOW FOR SETTLING -- !� ---GRASS COVER -- 6" TO 34" OF SOIL COVER ABOVE ROCK ------�`� 3/4" TO 2 1/2" DIA. CLEAN ROCK 3"- 4" LAYER OF UNCOMPACTEC HAY OR STRAW COVERED WITH RED ROSIN PAPER -TRENCH BOTTOM MUST BE THROUGHOUT LENGTH LEVEL --• 2" MINIMUM ROCK COVER ABOVE PIPE // __X:. 6" MINIMUM ROCK DEPTH BELOW PIPE -- 4" DIA. RIGID PERFORATED PLASTIC PIPE WITH ONE ROW OF HOLES ALONG BOTTOM / // ----- WATER ' ROCK, ETC. IMPERVIOUS LAYER SUCH AS CLAYPAN, TRENCH CONSTRUCTION DETAILS- 7 PIPE TO NEXT 4" DIAMETER INSPECTION T—INLET DROP BOX WELL WITH CAP �/ 4 TO 6 INCH LAYER OF o EARTH BACKFILL AT LEAST MARSH HAY OR STRAW AND ABOVE TOP OF ROCK ! A LAYER OF RED ROS IN o . PAPER 4"-DiSTRIBUTION IP AT LEAST 6" DEPTH OF CLEAN ° •., ROCK 3/4" TO 2 '/2" DIA. o / DROP BOX �— �� MAXIMUM LENGTH - 100 FEET —•-{ OVERFILL �4 TO 6 INCHES INSPECTION W ELL BACKFILL ° 0 0 ° NOTES: 1. BOTTOM OF TRENCH MUST BE FLAT ALONG LENGTH. 2. SLOPE ON DISTRIBUTION PIPE IS BETWEEN LEVEL AND 4 INCHES PER 100 FEET. RECOMMENDED SLOPE IS I TO 2 INCHES PER 100 FEET. 3. DISTRIBUTION PIPE CAN BE PERFORATED PLASTIC WITH '/2 INCH OR LARGER HOLES. ROWS OF HOLES MUST ESE r o ( �2" DEPTH OF LOCATED ALONG THE BOTTOM OF THE PIPE. ROCK ABOVE ONE — FOOT AGRICULTURAL DRAIN TILE CAN o —! PIPE BE USED WITH A 1/4 INCH SPACING. ROCK ° AT LEAST 6" OF ROCK BLOW 4. SCARIFY TRENCH BOTTOM AND SIDEWALLS PIPE AS HIGH AS ROCK WILL BE PLACED IN THE TRENCH IN ORDER TO EXPOSE NATURAL SOIL. �— 18" TO 36" —J REMOVE LOOSE SOIL BEFORE PLACING ROCK. G" `TO 12" OF SO!L BACKFILL —11. 5. WHERE TREES ARE PRESENT OR LIKELY TO BE PRESENT DURING THE LIFE OF THE SYSTEM, 12 INCHES OF ROCK MUST BE PLACED UNDER THE DISTRIBUTION PIPE. IL I FIGURE S 12' EARTH GRASS COVER COVER ti ♦ x � r — —__._- .. .. 1"ter.• O O r SEPTIC TANK - DROP BOXES 4' DISTRIBUTION 1 1 PIPES DROP BOX SEPTIC - - - - �--�• ,':: TANK - � ....---••- �--.rl,•-,' EXTRA TRENCHES ' CAN BE , I I ADDED IF r 1' WATER -TIGHT NECESSARY PIPES - - SEWAGE TREATMENT SYSTEM WITH DROP BOXES OUTLET TO TRENCH INLET FROM SEPTIC TANK OR PREVIOUS DROP BOx - SUPPLY LINE TO NEXT DROP BOX OUTLET TO TRENCH NOTES FIGURE 6 I. ALL PIPES SHOULD BE AT LEAST 4 -INCH DIAMETER 2. ELEVATION OF INLET AND SUPPLY LINE TO NEXT DROP BOX MAY BE ADJUSTED UP OR DOWN FOR DESIRED EFFLUENT LEvELIN TRENCH 3 SUGGESTED TRENCH LIOUID LEVEL IS 2' ABOVE TOP OF OUTLET PIPE 4 INVERT OF INLET MUST BE AT LEAST ONE INCH f4iGHER THAN INVERT OF SUPPLY PIPE TO NEXT DROP BOX g TRENCHES MAY OUTLET ONE SIDE OR BOTH SIDES OF DROP BOX ---- -- INLET �- SUPPLY r I ' - SUPPLY LINE I 1 LINE I 1 -- I ' 1 T -; 1 I I ' J i-OUTLET TO -O-JTLETS j TRENCH TU TRENCH DROP Box ti PENCIL MARKS M YY MANHOLE INLET '"`' d... SCUM OUTLET • r '� ;OUTLET LEVEL SCUM CLEAR SPACE -_ CLEAN OUT TANK WHEN: "A" I S 3" OR LESS OR B "B" IS 12" OR LESS BLACK COLOR • �� SLUDGE DISTINGUISHES SLUDGE LAYER FROM LIQUID MEASURE SCUM AND SLUDGE ACCUMULATIONS IN "rHE SEPTIC TANK