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HomeMy WebLinkAbout2000-02731 - new septic PERMIT CITY OF ORONO 2750 Kelley Parkway - PO Box 66 Permit Number: P02731 Crystal Bay, Minnesota 55323 Permit Type: Septic (612) 249-4600 Date Issued: 7/25/200 SITE ADDRESS: 1065 Tamarack Dr LONG LAKE, MN 55356 PID: 26-118-23-31-0009 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Sub-type(s): New Septic System Permit Type: Septic DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: VOLKENANT INC OWNER: T H GRAHAM&J J GRAHAM 1030 CO RD 83 3965 BAYSIDE RD MAPLE PLAIN,MN 55359 LONG LAKE MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. ,�2 �/If PA� APPLI ANT PERMITEE SIGNATURE SSUEDB .SIGNATURE Copies: City,Applicant,Assessor, Finance Pagel 4oa73 CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB SITE ADDRESS: A&OkC Occupancy Type: Residential X _ Commercial Other Permit Type: New or Replacement System, $100.00 Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: 10 pu o,Fsc? 944*n- PhoneNumber: y?3 • 3�1 Mailing Address:/D(off /' City: 6.4j o Zip-._;!T573.$7(.0 Contractor's Name: l ,e,✓ A/C PhoneNumber: y71— 15 Y7 Mailing Address: lCity: 0, 6C DO NOT MAIL PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding NTCA Installer Certificate shall be present during inspections. A 24- hour notice is required for all inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. ✓ 1. I have received a copy of the system desiLyn including the City of rono Septic System Approval Cover Sheet. cvee- Q V 2. I will be installing the following: A. Tanks: s Precast Concrete _ Other Manufacturer Tank Capacities: 1) ogal. 2) � gal. 3) o gal. B. Pump Station (if required) Pump make & model (attach pump curve & literature); system design requires gpm at feet of head. High water alarm make & model utside electrical work to be completed by installer electrician e2 other f 4t Inside electrical. work must be comple ed by # electrician. C. Treatment System: Trenches: s.f. V, Mound Depth of rock below pipe " Rock bed dimensions 10' 'x D ' Drop Boxes Sand bed dimensions TK'x p ' Distribution Box Pressure Dist. Pipe Diam. Ch z " Maniford Pipe Diam. D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) _ trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system instai lation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this appl' ation are complete, true and correct. SignatureofApplicant: Date: - P-5-2-60a MPCA Certification No.: Staff Review: Ap oval Denial Reviewer: P Date: 7- 2 5- 00 Reason for Denial: SEPTIC SYSTEM APPROVAL 0, . ORONO COPY r : CITY of ORONO v* L of 3 6 l oc. I Municipal Offices t�� `r G~ r✓1 nd t+�!1 Street Address: Mailing Address: '�$E`HOS' FA�cr+'► 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323.0066 Owner -7 o m G r,4h,9 m Phone (Home) (Work) Address /0(95 TArv1ARrteK Aa, City ton 6*kE State M,4 Zip 56' 6 Site Evaluator W vsf Wool) State License# q _ Phone# 32 D- 253- 873 7 Type of Establishment: Single Family X Multi Family Commercial Garbage Disposal Yes No No. Potential Bedrooms y Est. Gallons Per Day ! 0 D Water Meter Required: Yes_ Nom Soil Sizing Factor , 03 0 1 ed/f f2 Perc Rates P-1 17 P-2 2 y P-3 I q_ P-4 17 P-5 P- "P-1 Restricting Layer Depth B-1 2U" B-2 12" B-316" B-4 18" B-5 25'" B-6 2/ 2,(" Type of Treatment System: Standard k Experimental Alternative Pressurized Mound System X At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size loon # of Tanks Z Lift Tank Size 1 000 Pump Brand -- GPM 37, 7 Head Treatment System: Minimum bolx 5o')4- (38'x70')Square Feet with inches of rock below pipe Type of covering Fabric X Other THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector(249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever. ACCEPTED X DENIED By the City of Orono subject to existing regulations and the following conditions: By: x-25-0 c7 THIS SYSTIS DESIGNED FOR Chris Pence, On-Site Systems Manager EM -U—BEDROOMS. ANY INCREASE IN NUMBER OF BEDROOMS INVAUDATES THIS DESIGN, Telephone(612)249-4600 • Fax(612)2494616 Westwood Wellen Associates W Westwood Professional Services, Inc. 3701 12th Street North Suite 206 St.Cloud,MN 56303 Phone:320-253-9495 June 8, 2000 Fax-320-253.8737 Toll free:1-800-270.9495 Email:wps@westwoodps.com Thomas Graham 1065 Tamarack Drive Orono, MN 55356 RE: Septic System Site Plan for Lot 3, Block 1, UNDERHILL FARMS, Hennepen County. Dear Thomas: This proposed on-site septic system was designed for a 4 bedroom home with an estimated flow of 600 gallons per day. Due to mottled soils at a depth of 12" in the septic site area,the system will need to be a mound system with 24"of sand under the rockbed at the upslope side. The site in which this system is proposed has a average existing ground slope of 10%and percolation rates ranging from 17.1-24.7 MPI. The rock bed size will be 10 feet wide and 50 feet long with the overall dimensions of the mound being 70 feet long and 37.8 feet wide. Two 1000 gallon septic tanks and a 1000 gallon pump tank will be required for this septic system. Based on our evaluation there is adequate room on the property for a alternate septic site. The alternate septic system also is shown and designed. This septic site will also need to be a mound, it can be used in the event of the primary mound failing Certain precautions will need to be made to protect the area in which the above referenced septic systems are proposed. It is critical that the soil is not disturbed before, during,and after construction of the system. The septic area should be staked off with visible fencing prior to construction. This system should treat the septic effluent effectively if the system is installed properly and is maintained properly. It is recommenced that the septic tanks be pumped every two years. This will reduce the chance of solids reaching the mound system. It is also recommended not to use excessive amounts of chlorine, soaps,and anti-bacterial products which can kill bacteria in the septic tanks,thus causing the system to fail.This bacteria is needed to treat the septic effluent. If you have any questions in regards to this design, I will be happy to answer them. I can be reached at (612)682-2587. Sincerely, X Z-Zill—V14 Bernie Miller Septic Site Designer MPCA Lic.No. 43 hc°ti(Jiun0 Ihr lutuir 10day 111(4, 19i;' MOUND DESIGN WORKSHEFF (For flows up to 1200 gpd) A. FLOW tisumated Sewage Flow an Gallonsper Day(&pd) Estimated 60o gpd Numbes or measured x 1.5 = gpd. Ilea°0o� Type' Type° lope"' �a IV 2 300 223 Igo sos 13. SEPTIC TANK LIQUID VOL-UMES i boo 375 256 ,d. � P, laob gallons 6 9 o su 332 l low �'"� tam k s ix�oo 6°s +a ��. C. SOILS(refer to site evaluation) N � - 1. Depth to restricting layer= 2 inches of 6e&ooma 2. Depth of percolation tests = 12 inches 3. Percolation rate 171.20 mpi 2 1.125 3 or c '� 4. Land slope 12% 0, 7 % 7 or a 1.500 s '2.000 2, 0 00000 over 9 See fig.c-6 (x Is) D. ROCK LAYER DDAENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = 660 gpd x 0.83 sq. ft./gpd= Sao _sq. ft. 2 Select width of rock layer(10 feet or less) = 16 ft. 3. Length of rock layer =area i width= Rock Bed Soo sq. ft. y to ft. = A6 ft. t•f•1•l•l•J•Hf•1 t•l•I'•r•f•f•f• t•1•ti•ti•1•S•�•ti•Y1•�•ti•�•ti•ti•S•� r•r•r.r•1•r•f•r•�r•�•r•r.r•f•r• kith <_10 ft t•ti•ti•ti•L•S•ti•ti•Yti•�•�K•ti•ti•ti•ti J•1.1M•t•h1•f•f•t•f•IY•1•l•�• S•tiK•ti•ti•1••{.•ti•Mvti•�•ti•MtiM•ti •t•t•t•l•r•�•1•J•f•hNr•1•f•r•1• E. ROCK VOLUME L Multiply rock area by rock depth to get cubic feet of rock; Soo sq. ft. x 1 ft. =See cu. ft. 2. Divide cu.ft.by 27 cu. ft./cu.yd. to get cubic yards; Soo ft. 27= I .S cu. yd. 3. Multiply cubic yards by 1.4 to get weit of rock in tons; cu.yd.x 1.4 ton/cu.yd. = a tons. F. ADSORPTION WIDTH Ahao faun math s 'ib>e 1. Percolation rate in top 12 inches of soil is 1c- mpi �-- W PeeadaMa.,h,,, peraq ..srr , Soil Texture 2. Select allowable soil loading rate from table; Faster than 0.1 Coarse sand 1.20 1.00 0.60 gpd/ft' 0.1 to Sand 120 1.00 0.1 to 5 Fine Sand- 0.60 2.00 6 to 15 Sandy Loam 0.79 1.52 3. Calculate adsorption width ratio b dividing rock laye 16 co 30 Loam 0.60 2.00 �' ' Y g Y 31 to 45 silt Loam OM 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 46 to 60 clay Loam 0.45 2.67 1.20 d/ft2� 0.60 d/ft2 = 20 6erthan Clay 024 5_00 � � Slower than 120 Clay '•Soil having 501L or mare of fine=-very fine sand 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; a•0 x b ft ft 1 If lamislope is M., or more, t subtract rock layer width from adsorption wltflh ..- .a. .t to obtain minimum downslope berm toec Rock,l' (lean Sand 20 ft - _ ft = -_ /O__ feet rva� 6_Topsod 2 Calculate Minimum mound Size -- -- _ .� Determine depth of (- can sand fill at Width )-nslorcWidth upslope edge of rock layer: -- Roa Wide, A1norphon width Separatio» Y - 1 ft = a feet -_ -- _--- -- b. Add depth of clean sand for separation (2a) at upslope edge, depth of rock layer (1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; 2 ft + 1 ft + 1 ft = L( feet c. Enter table with landslope and upslope berm upslope Width ratio. Select berm multiplier of A.21 i d. Multiply berm multiplier by upslope mound I Ups-lope Width o.9"!k �«-Rock Upslope Width Width height to find upslope berm width: a a•• fi . ..a. IA( x�__�,�feet e. Multiply rock layer width by 3 landslope to determine drop in elevation; Downslope Width 16 o Absorption Width__ x_�/o- 100 = 1 feet ► f. Add depth of clean sand for slope �---- - i difference (2e)at downslope edge, to Tota'zen& the mound height at the upslope edge of rock layer (2b) to find the downslope height; _ I ft+ V ft=--:L-feet g. Enter table with landslope and downslope berm ratio. Select berm multiplier of 340 e h. Multiply berm multiplier by downslope mound height to get downslope berm width: IS x S = /I feet BERM SLOPE MULT71"L.IER.S i. Compare the values of step G.1 10 - and Step G.2h 1i_ Land nowxSLAPE UPSLOPE Select the greater of the two values as the Slope-% °emb�ratim bum ' r°�"�°'� downslope berm width; I feet ��� -�rarm j. Total mound width is the sum of 3 4 5' 4:1 501 671 7 -1 upslope berm (G-2d) 0 3.o 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 width plus rock layer width (D.2) ' 309 4.17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 741 plus downslope berm width(G2i); 2 319 4 35 5.56 6.82 8.14 2 83 370 4.54 5.36 6.14 690 3 330 4.54 5.88 7.32 8.86 2.75 3 57 4.35 5.08 5.79 645 9-a ft + 10_ ft + Ig ft = 3 x feet 4 3 41 4 76 6.25 7.89 972 2 6E 145 5 4.17 4.84 5-46 6 06 k. Total mound length is the sum of upslope s 3 53 500 6.67 8.57 10.77 2.61 3.33 4.00 4.62 5.19 5 71 berm width (G.2d) plus rock layer length (D.3) 6 366 5 26 7 14 9.38 12.07 2 w 3.23 3.85 441 4.93 541 plus upslope berm width (G.2d); 7 3.80 5.56 7.69 10.34 13.73 2.48 312 3.70 4.23 4.70 5 13 10 ft + SO ft + 10 ft = _7 feet 8 395 5 88 8.33 11.54 1591 242 3.03 3.57 4.05 449 488 4 11 6 25 909 13.04 1892 2 36 294 3.45 3.90 4 30 4 65 111 4 29 667 1000 15.00 23.33 2.31 2 86 3.33 3.75 4 12 444 Final Dimensions: li 44h 714 11.11 17.65 W43 726 27> 323 3.61 395 y� X 4(.9 769 12.50 21 43 4175L-221 2 70 1 12 3.49 3.80 408 MOUND DESIGN WORKSIIE:[-I' I �p��u /�o.�►^ J (N)r Flaws up to 1200 gpd) A. FLOW F:stunrod Sc.mgc floes m('i.lkm.M U.1(� Estimated 600 gpd N,�„� or measured x 1.5 = d. °1 �1 �`11 Type i11 TYr,IV -- 8P ne&aorrtx z loo 225 leo 40,E B. SEPTIC TANK LIQUID VOLUMES 4 60 3°5 256 Oo gallons 6 9900 s s iii U. 1o� ,�jal6v, puV-P IT..1 k 8 1� 6 ;� C. SOILS (refd to site evaluation) Number s�.�.•r � ow�w 1of �. Depth to restricting layer = 0'21 inches BC,&00= 2. Depth of percolation tests = 12 inches 3. Percolation rate 14 - / 7.1 mpi 2 or km 750 1.125 3 a 41.000 1.500 4. Land slope 3 %v 5 or 6 11.5w 1250 7 or 9 2.000 3.000 over 9 Sae fig.C-6 (x 1.5) D. ROCK LAYER DIMENSIONS L Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = SOU gpd x 0.83 sq. ft./gpd = SOO sq. ft. 2. Select width of rock layer(10 feet or less) _ /o ft. 3. Length of rock layer=area_width = Rock Bed t60 sq. ft. to ft. = So ft. �.�.�•�•�•1..•�•Y�•�•�•N�•t.« J•J•J•J•J•J•MJ•J J•J•J•J•J•J•J• 1.�•ti.�•ti•t.ti•ti•Yt•M1•�•L•�.�.5 J•J•J•I•J•J•J•J•J J•J•J•M•J•J• ldth :510 ft. 1.1.1.1.1.1.1.1.1 J•J•J•J•J•J•h ti•tiK•1i•1•�•ti•�•ti•�•S•Sr•tiK•tiKK •J•1•J•1•f•1•MJ•1•Hh1.1•HNh E. ROCK VOLUME Length --+ L Multiply rock area by rock depth to get cubic feet of rock; SOU sq. ft.x I ft. = Soo cu.ft. 2. Divide cu.ft. by 27 cu. ft./cu. yd. to get cubic yards; Soo cu.ft. =27= IS.S cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; j,,S cu.yd.x 1.4 ton/cu.yd. = 96 tons. F. ADSORPTION WIDTH Width&zhng le 1. Percolation rate in top 12 inches of soil is 16-A mpi p��,�kRadof OZ.��, Soil Texture n ,i&k ft 2. Select allowable soil loadingrate from table; �. � 0 6 Faster than 0.1 Sand 120 1.00 gpd/ft2 0.1 toy Sand 120 1.00 0.1 to 5 Fine Sand- 0.60 2.00 6 to IS &andy Loam 0.79 1.52 3. Calculate adsorption width ratio by dividin rock la 16 to Loam 0.50 2.00 g �'er 31 to 4 45 5 Silt Loam OSO 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 46 to 60 Cla Loam 0.45 2.67 1.20 gpd/ft2 0.6 gpd/ftp = 0_0 61 t0120 Clay 024 _00 Slower than 120 Clay s.nd. 4. Multiply adsorption width ratio by rock layer width to get "Sail hiving 501E a mac of fine or vay finr required adsorption width; a•o x to, ft = _,'o ft 1 u )XVN',I Ol'i Ill 1:M1 1NII l I I I 1 1 li landslope iN 1%, or more, tiul)tlat t r<1i k layer %vidtlr floor ad.solltticln to obtain mimintim downslope berm it,tt R.- Cleati..nd _ aO11 ID_ it - at7feet tJa.,,,al ..,.1 6`Topsod 2 Calculate Minimum mound Size - -•••--t.ri, a Detern3me dellth oI clean sand fill at 111".Lqr Width II-n.lorw Width upslope edge of rock layer: ---- - - Atrcorr,6on Width Separation 3' - I.916,�ft = _1. 1 feet b. Add depth of clean sand for separation (2.1) at upslope edge, depth of rock layer (1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; 1, 11 ft + I ft + l ft = ?. I feet c. Enter table with landslope and upsl c, berm upslope Width ratio. Select berm multiplier of 3 U slo a Width aoo�."osa.�RockBcd �ovoD�WA; .D. U slo Width d. Multiply berm multiplier by upslope mound P P ,� width ,-•,, P Pe height to find upslope berm width: b'tw�o,. Le>t '''' �4s°`' g410p�a Q°'a a s c':p°rQ°'a,.00. 3 S-f x 3.1 11 1feet t NOO'OO o O ODU•ilV ti v7D'1 e. Multiply rock layer width by 3 landslope to determine drop in elevation; Downslope Width 1 x 3 % - 100= 0.3 feet Absorption Width f. Add depth of clean sand for slope difference (2e)at downslope edge, to 'oral Lx"& the mound height at the upslope edge of rock layer (2b) to find the downslope height; 0.3 ft + 3.t ft= 3•y feet g. Enter table with landslopa and downslope berm ratio. Select berm multiplier of h. Multiply berm multiplier by downslope mound height to get downslope berm width: '.SS y x 3-`+ =-1-M feet BERM SLOPE 1KULTl3°I.ff.R.S i. Compare the values of step G.1 10 and Step G.2h_it. 4 imd DOWNSWPE UPSLOPE Select the greater of the two values as the ;,% ba-tWpl;asccw"`ion bum rar`Wa°Id berm slope tra ios bairn dope tadas downslope berm width; IS 4 feet j. Total mound width is the sum of 3 4a 1 S 471 s 7: upslope berm (G.2d) 0 3.0 4.0 5.0 6.0 70 3.0 4.0 5.0 6.0 7.0 so 1 3.09 4.17 5.26 6 38 7 53 2.91 3.85 4.76 5.66 654 7 41 width plus rock layer width (D.2) plus � downslope berm width(G.2i); 319 4'35 5.96 682 814 2V 370 4.54 5.36 614 690 ft + t_ ft + 1 S•4ft _ �_ 3 3.30 4 U 4 5.88 7.32 886 2.75 4.35 5.08 5.79 6 4 t- 3 S feet 4 .141 4 76 6.25 789 9 7? 66 341 4.17 4.84 546 bry, k_ Total mound length is the sum of upslope 5 3.5? 5.00 667 857 1077 261 3.33 4.00 4.62 519 571 berm width (G.2d) plus rock layer length (D-3) 6 366 5.26 7 14 93h 12.07 254 3.23 3.85 4.41 493 541 plus upslope berm width (G.2d); 7 3.80 5.56 7.69 1034 173 2.45 312 3.70 4.23 470 S 13 _ ft + Sa ft + UL ft feet 8 395 5.88 833 11 54 1591 242 303 3.57 4.05 4410 4 xx , 9 4 11 6.25 909 1304 1892 2 36 2.94 3.45 3.90 4 IU 4 6S 1U 429 667 1000 1500 2333 231 '.86 3.37 3.75 41' aaa Final Dimensions: 448 7.14 1111 176, 1041 226 ?78 123 3.61 110, }a X ?/ t- 1 +610 7.6v 12 SU 21 4 1 4 1 75 2 21 ?70 1 12 3.49 3-Sn 4 Uh l:) •.1 r n I I V 91 01- 0 0 r f� HCl I �• � D D - � Z m = 0 0 rn Z cn c CD 0 0 O 1 r'1 � c If e . I f iii REDWOOD, CED OR WATER TIGHT 8k LOCKABLE ELECTRIC BOX TREATED POST�4 x 4 min) PLUGS OR ELECTRIC CONNECTIONS ,—ALL E gpX IC CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 -�— MANHOLE COVER CHAINED & LOCKED 6"SPACE LOOP O MPEONWTER CORD FOR SETTLSEALED MANHOLE RINGS FINAL GRADE AT LEAST 12" ' UNION BELOW GRADE WIRE FROM POWER SUPPLY PIPE IS LAID ON A UNIFORM SLOPE FROM PUMP STATION UP TO SOIL TREATMENT AREA ►� . FOR PROPER DRAINBACK SEALED TANK COVER IF PIPE AT TANK MUST BE LOWER THAN UNION, TO GET ELEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN A 1/4 INCH WEEP HOLE MUST BE USED WITH ANCHOR ALARM FLOAT ON SEPARATE WEEP HOLE ELECTRICAL CIRCUIT NOTES- ELECTRICAL WIRE FROM POWER SUPPLY j START L EYEl- V_ _ _ MUST NOT RUN OVER ANY TANKS BUT I ''17 MUST BE LAID BESIDE OTHER TANKS �S- ISO GG Ions per 3" �� AND MUST BE PLACED IN CONDUIT CyG/e 5e4 G4 g4C/es Pec, day ALONG POST SHUT-OFF LEVEL V — _ ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH PUMP CONTROL FLOAT CONDUIT. WIRES CANNOT HAVE GROUNC CONTACT. 000 Fi a ure F-8 PRESSURE DISTRII3UTION Sy_ TEM c�1•otextile fabric T 1. Select number of perforaCi•d laterals Quarter inch perforations spaced®3' 2. Select perforation spacing; _ feet. 9"of rock 3. Since perforations should not be placed closer than 1 ft. to Perf Sizing 7/32"-1/4" the edge of the rock layer (see diagram), subtract 2 ft. from Perf Spacing 1.5'-5' the rock layer length. so - 2 ft. Rcxk layer length —--!_I� feet. a. Determine the number of spaces between perforations. RWplhw 1Plr mnul' n1�. Divide the length above by perforation spacing and round °H 1. ;...� down to nearest whole number. 1.0a 0.56 0.74 Length erf. spacing = ft. ft. spaces N8 _ 3 2-Ob 0.80 1.04 g P _ �� (3) (2) a.Use for single family homes 5. Number of perforations is equal to one plus the number of b.Use for all other applications perforation spaces . spaces + 1 — perforations lateral Maximum number of quarter inch perforations} lateral to guarnantee<10%discharge variatioi Perforation 6. Multiply perforations per lateral by number of laterals to SfPa jjy 2 get total number of perforations. 2.5 14 18 28 lateral s x p /� ,_—L perforations. 3.0 13 17 26 3.3 12 16 25 7. Determine required flow rate by inultiplying 4.0 11 15 23 number of perforations by flow per perforation 5.0 10 14 22 peds x gpm/perf M$pm- MANWOIO LOCATED AT 00 Or PRESPAE OMMOUnck SKTEM 8. If laterals are connected to header pipe as shown on upper example, to select minimum required lateral diameter; enter 1 table with perforation spacing and number of perforations ��� ,,,•"`'°� "---- per lateral. Select minimum diameter for perforated lateral inches. I.A 0 T 01 I(MOMA/c0 MI LA11M11.OM McssN c wsrawowr M YOYrO I/.OYl1y I.{lt Ill 9. If perforated lateral system is attached to manifold pipe near ..E=WMT& the center, lower diagram, perforated lateral length and ... number of perforations per lateral will be approximately one half of that in step 8. Using these values, select minimum diameter for perforated lateral = --Ljh-- inches. 11 FVMr sELECIIQ PRQU-V_VRL A. Determine pump capacity: Gravity Distribution 1 Minimum suggested is 20 gpm 2 Maximum suggested is 45 gpm Perforation Discharges in GPM Pressure Distibution Head Perforation diameter 3. a Select number of perforated laterals feet inches_. 732 1�4 h -Select perforation spacing = feet. 1.0a 0.56 0.74 r -Subtract 2 ft.from the rock layer length. 1.5 0.69 0.90 N,�► ,�� ienRm-2 ft. = feet. 2-Ob aso 1.04 d Determine the number of spaces between perforations. a Use 1.0 foot single liomes. Length perf.spacing= ft. + ft. = spaces b Use 2.0 feel for anything else. V ___spaces + 1 = perforations/lateral f. Multiply perforations per lateral by number of laterals to get total number of perforations. Lre-rar-S x pr , «, = perforations. g- -,-,r, x I:pm�= gpm. SELECTED PUMP CAPACITY ��,} gpm B. Determine head requirements: 1. Elevation difference betwee pump and point of discharge. =feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity system,.zero. a.<oba S feetTool pipe length 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. Wet Read friction loss in feet per 100 feet from table(F-14). p'� �`��ti "�"" F.L._ 9.91 ft./100 ft of pipe ,. b. Determine total pipe length from pump to discharge -------------------- point. Estimate by adding 25 percent to pipe length for fitting z loss,or use a fitting loss chart(F-15�feet). Equivalent pipe length-1.25 timespl�; a length= _1Q_x 1.25=_�ofeet Friction Loss in Plastic Pipe c. Calculate total friction loss by multiplying p friction loss in ft/100 ft by equivalent pipe length. Nominal Total friction loss= 8 A I x SO +100= y•S feet pipe dia. 4. Total head required is the sum of elevation difference, Flow Rate 1.5" 2" 3" special head requirements,and total friction loss. Spm + y•5 20 2.47 0.73 0.11 (1) (2) 25 3.73 1.11 0.16 (3c) 30 5.23 1.55 0.23 35 6.96 2.06 0.30 TOTAL HEAD - S feet 40 8.91 2.64 0.39 45 11.07 3.28 0.48 50 13.46 3.99 0.58 C. Pump selection 55 4.7o 0.70 60 5.60 0.82 65 6.48 0.95 70 7.44 1 1.09 1. A pump must be selected to deliver at least gpm (Step A) with at least feet of total head (Step B). MANIFOLD LOCATED AT END OF PRESSURE DISTRIBUTION SYSTEM r MANIFp�p PIPE DlPs ARCM r t� . A' TERNAT=_ —� LOCATION OC =P044 Pvuc OF pE F1F- 1 ? nYt 11 01 (,1 OT X 1 II f Ill ',nNO ( A I nlml( 1'I GRASS COVER 1,I ( I;nI t I) I nit (int_ _1r G INCHES CLEAN 'SAND FILL / TOPS SOIL MAXIMUM 'J(-OPE — To ;(_OPE — rot -�, -� -t-- - Wit- 1OPSOIL L� CLEAN I?OCK /- P- L D OR 3/4 TO 21/. INCHES DISKED SURFACE - J % SUBSOIL - St_OP-- ----- E CROSS SECTION A - A - PIPE FROM PUMPING CHAMBER LL ! YO o � . PERFORATED T In LATERALS ; , I ' u BED AREA ---\ I S00 IFt ( z. ;----. -. - W J I i = i W ' I m A I i Z i z i I , I 20 Ioo 20 _ INCHES + N' INCHES DIKE - E---'0 FEET_ � y DIKE— TOTAL � WIDTH 1 l PLAN VIEW . Westwood Professional Services, Inc. Pr;M C4 7 LOGS OF SOIL BORINGS ❑7599 Anagram Drive El 104 Marty Drive,Ste.3 Eden Prairie,MN 55344 Buffalo,MN 55313 612-937-5150 612-682-2587 toll free 1-888-682-2587 FAX 612-937-5822 FAX 612-682-2639 Location or Project: 20005079 Volkenant Date: 06/07/00 Borings made by: Jeremy Lang Classification System: AASHO USDA-SCS X Unified Other Auger used(check two) Probe X or Power Flight or Bucket X Other Depth Boring Number 9 Depth Boring Number 99 in Surface Elevation in Surface Elevation feet Munsell Chart feet Munsell Chart 0 Loa,^ IoY4 3)2 0 Leo„. lord z/r 1 1 Lao-N foYtt y; Clu — 2•s►'sl? 2 (lad Csa.vr 15(4413 2 Clay Co•.+, 2.Sr -t2 ............. ......................... �10'!►1 S�� �S'BMotf�rS tv'2.S Y k1 .3.................... L107 Loa,^ S6 ..3............ ta 4 611 matttfs 4 4 ......................... ......................... 5 5 ......................... ......................... 6 6 ........................ ......................... 7 7 ........................ ....................._.. 8 8 End of Boring at 40" feet. End of Boring 40" feet. Standing water table: Standing water table: Present at: feet of depth, Present at: feet of depth, hours after boring. hours after boring. Not present in boring hole X Not present in boring hole X Mottled soil. Mottled soil.- Observed oil.Observed at 20" of depth Observed at 12" of depth Not present in boring hole: Not present in boring hole: Observations and comments: Observations and comments: ............................................................................................................................ .................................................................................................................. . Westwood Professional Services, Inc. /'�►''u ✓�� LOGS OF SOIL BORINGS ❑7599 Anagram Drive 121104 Marty Drive,Ste.3 Eden Prairie,MN 55344 Buffalo,MN 55313 612-937-5150 612-682-2587 toll free 1-888-682-2587 FAX 612-937-5822 FAX 612-682-2639 Location or Project: 20005079 Volkenant Date: 06/07/00 Borings made by: Jeremy Lang Classification System: AASHO USDA-SCS X Unified Other Auger used(check two) Probe X or Power Flight or Bucket X Other Depth Boring Number 7 Depth Boring Number 8 in Surface Elevation in Surface Elevation feet Munsell Chart - feet Munsell Chan 0 Loa,,, toys 2/1 0 Lou" 16 yea/, 1t ......................... I% — — — ` — — if 2 Clay L•aw. �•sr Isf 2 flwyLodw —' — — .2svS/-A til.7.5 Y S CIA y Loa M 3 Iu7 Loa r.•, 2•S y Sl;? 3 %,,1 Y 0 liks wl;•4r 4/14,08 Mutes 4 4 ......................... ......................... 5 5 ........................ ......................... 6 6 ......................... ......................... 7 7 ........................ ......................... 8 8 End of Boring at 40" feet. End of Boring 40" feet. Standing water table: Standing water table: Present at: feet of depth, Present at: feet of depth, hours after boring. hours after boring. Not present in boring hole X Not present in boring hole X Mottled soil: Mottled soil.- Observed oil.Observed at 18" of depth Observed at 18" of depth Not present in boring hole: Not present in boring hole: Observations and comments: Observations and comments: ............................................................................................................................ .................................................................................................................. Westwood Professional Services, Inc. W r ❑7599 Anagram Drive El 104 Marty Drive,Ste.3 PERCOLATION TEST SHEET Eden Prairie,MN 55344 Buffalo,MN 55313 612-937-5150 612-682-2587 FAX 612-937-5822 FAX 612-682-2639 Test hole location: 20005079 Volkenant Depth of hole bottom: 12 inches Hole No.: _ 5&6 Diameter of hole: 6-8 inches Date test hole was prepared: Soil Data from Test Hole depth, inches soil texture soil color see logs Method of scratching sidewall: hub w/nails Depth of pea size gravel in bottom of hole 2 inches Hour of initial water filling: P:04 J M Depth of initial water filling: 12 above hole bottom Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon Percolation test conducted by: J.Lang Percolation test started at A:4S AM Maximum water depth above hole bottom during test: 8 inches Date S WATER WATER INTERVAL WATER DROP DROP PERC RATE TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION STARTt/ -3 3a �:. 5....... �.1�s.�......... A Cl:I S 1T/ --T11W..-..---.. _ -DROP = PERC 7:3- REFILL SRC 7 V.B�J T/M.E......... _ ...DROPS....... - .....I ........ B q•?A REFILL^� l --lo--- I �1 I aS °� I.aTIME DROP _�S 17.6 C ---- Ota( , ............ ......... - -•-•--....................... .............._ ...... PERC g'. 5030 D REFILL Q I f ! oZS y 9-a- ...TIME.......... - ...DROP............. _ PERC ........ $}6 ­ _j 'a1 REF/LL I � _ a �� I rl �� 0.�?��-� °1�..�..... E 9-3 11 6 TIME — •DROP = PERC REFILL23 —fs -- 'S �6 O. -I��S ...TIM 3...... _ ..DROP3 .... = ... P ACF-- .. F A,B,C B,C,D lsvgest Nof ABC Smallest M of ABC Lmgest Mof B(-D Smallest A of BCD X 0.10 - X 0.10 - Smallest N of ABC Smallest a of BCD C,D,E D,E,F Largest Mof CDE Smallest M of CDE Largest#q(DEF Smallest i of DEF X 0.10 - X 0.10 Smallest 0 of CDF. Smallest 0 of DFF • W Westwood Professional Services, Inc. I Eew�G r LOGS OF SOIL BORINGS O 7599 Anagram Drive ®104 Marty Drive,ste.3 Eden Prairie,MN 55344 Buffalo,MN 55313 612-937-5150 612-682-2587 toll free 1-888-682-2587 FAX 612-937-5822 FAX 612-682-2639 Location or Project: 20005079 Volkenant Date: 06/07/00 Borings made by: Jeremy Lang Classification System: AASHO USDA-SCS X Unified Other Auger used(check two) Probe X or Power Flight or Bucket X Other Depth Boring Number 1 Depth Boring Number 4 in Surface Elevation in Surface Elevation feet Munsell Chart feet Munsell Chart 0 •�7y Logv„� 10 M JJ,1 0 CoA rn 10 Yf J12 1 ..1.....................Clay i;eaw. /oY�tsh ................:....... $,.,l7 LOil.A IOyR yJy 2 2 Gla? L04r� IOYRSrJ 354.d 7lwtorKyJY 3 wI t 0 ytt 6/9 -------------------- t/{S I- ��i r►�o It JAS 44 ----------------------- ......................... 55 ....................._.. ......................... 6 6 ........................ ........._.............. 7 7 ......................... ......................... 8 8 End of Boring at 40" feet. End of Boring 40" feet. Standing water table: Standing water table: Present at: feet of depth, Present at: feet of depth, hours after boring. hours after boring. Not present in boring hole X Not present in boring hole X Mottled soil: Mottled soil: Observed at 25" of depth Observed at 21" of depth Not present in boring hole: Not present in boring hole: Observations and comments: Observations and comments: ............................................................................................................................ .................................................................................................................. WWestwood Professional Services, Inc. LOGS OF SOIL BORINGS O 7599 Anagram Drive ®104 Marty Drive,ste.3 Eden Prairie,MN 55344 Buffalo,MN 55313 612-937-5150 612-682-2587 toll free 1-888-682-2587 FAX 612-937-5822 FAX 612-682-2639 Location or Project: 20005079 Volkenant Date: 06/07/00 Borings made by: Jeremy Lang Classification System: AASHO USDA-SCS X Unified Other Auger used(check two) Probe X or Power Flight or Bucket X Other Depth Boring Number 6 Depth Boring Number in Surface Elevation in Surface Elevation feet Munsell Chart feet Munsell Chart 0 Lpawx 1078 312 0 1 T,..SA�dy CI'wy Ceaw. Wit q/1 1 ................. ......................... 2.. ....:.... ". — — — — — — — .................... .3............_._... �.J�or/! 5f g b�t w�tr:�ls ..3..................... ye 4 4 ........................ ......................... 5 5 ......................... ......................... 6 6 ..........._............ ......................... 7 7 ............._.......... ......................... 8 8 End of Boring at 40" feet. End of Boring feet. Standing water table: Standing water table: Present at: feet of depth, Present at: feet of depth, hours after boring. hours after boring. Not present in boring hole X Not present in boring hole X Mottled soil: Mottled soil: Observed at 24" of depth Observed at of depth Not present in boring hole: Not present in boring hole: Observations and comments: Observations and comments: ............................................................................................................................ .................................................................................................................. Westwood Professional Services, Inc. LeJrvlct ❑7599 Anagram Drive ®104 Marty Drive,Ste.3 PERCOLATION TEST SHEET Eden Prairie,MN 55344 Buffalo,MN 55313 612-937-5150 612-682-2587 FAX 612-937-5822 FAX 612-682-2639 Test hole location: 20005079 Volkenant Depth of hole bottom: 12 inches Hole No.: — 3&4 Diameter of hole: 6-8 inches Date test hole was prepared: 06 Soil Data from Test Hole depth,inches soil texture soil color see logs Method of scratching sidewall: hub w/nails Depth of pea size gravel in bottom of hole 2 inches Hour of initial water filling: $'.00 AM Depth of initial water filling: 12 above hole bottom Method used to maintain 12'of water depth in hole for 4 hours: Automatic siphon Percolation test conducted by: J.Lang Percolation test started at IONS AIA Maximum water depth above hole bottom during test: 8 inches Date WATER WATER INTERVAL WATER DROP DROP PERC RATE TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION 10:1S START _ t� _ �Q .... 1�S INtS A ---- — / _ ......... .... ........... _ .................__..... O 6 TIME DROP PERC �{3 0_,26 REFILL �. ........ _......�:U............ �. :�........ B ti 1 • v TIMIE = DROP = PERC REFILL;�o 0_ I3/ I 3 a0 � 3�5 C TIME DROP PERC REFILL �7/ /S 0.875 D/��/ ---- TIME DROP PERC LA'.33 REFILL 3 1 d J'._.N PIS 16.8 E 10:T3 ;Q 13 ! l� TIME DROP PERC Id: St( REFILL 0 / 1 ---- ----- _............... ... _ ..:0 F TIME DROP PERC A,B,C B,C,D Largest Nof ABC Smallest N ofABC largest Nof BCD Smallest N of BCD X 0.10 = X 0.10 = Smallest N of ABC Smallest N of BCD C,D,E D,E,F Largest#ofC'DE Smallest N oJCDF. Largest NofDEF Sowllest N of DEF X 0.10 = X 0.10 = Smallest N oJCDF. Smallest N of DFF GhY5 DATETIME CITY OF ORONO CALLED IN -pO 6/11 INSPECTION NOTICE SCHEDULED PERMIT NO. Pyz7 31 COMPLETED -2-0y i O `cz ADDRESS 166 5 OWNER 46,411*11n CONTR. VnikCne,n TELEPHONE NO. y7 l f l S y 7 DESCRIPTION S�p�' /RO(4°Ik (.yP W 01 FOOTING 11 MECHANICAL RI V 18 EXCAV/GRADING/FILLING W 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWN ERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: W cc a 0 a cc W Rock&d Q f2 z W z W z ZI o �C1/`ORK SATISFACTORY:PROCEED C1PROJECT COMPLETE W z ❑CORRECT WORK R PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN C]STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. �ontracto for the next inspecti n 24 hours in advance. 249-4600 Owner Inspector. White CopylInspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN '2-�O !©;O0 INSPECTION N TICE SCHEDULED ' l�1OT— PERMIT NO. IM 13 i COMPLETED of ADDRESS 65 / 4- f 0 94644 OWNER 6�Ll a01 CONTR. ✓O {T xa/1 t TELEPHONE NO. g7g-15L17 Pock I t oC k &Z) S W 01 FOOTING 11 MECHANI AL RI 18 EXCAV/GRADING/FILLING U_ 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE t5SETTIC 21 COMPLAINT 07 DEMO—FINAL INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTI 35 HARD COVER REMOVAL = 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: I��SOS X..a Cc 885- 70' S"o Ak,-4 CC Czcc ° '12, Ca rs, 3'0C , `��r aeXF- W oc Q Wr QC Sgz s-f o k- LU W W WORK SATISFACTORY.PROCEED C PROJECT COMPLETE LU ❑CORRECT WORK&PROCEED F_' ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. F PHOTOTAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne ins ction 24 hours in advance. 249-4600 Owner/Con ac r on i Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN g-q-o0 1;00 INSPECTION ROTICE SCHEDULED i'7-nom 3.0z PERMIT NO. P02-7-3/ COMPLETED ADDRESS 1065 1904AAJ4Cf< b r[V C OWNER G rCAh 6 M CONTR. 1/olGte�avlT" TELEPHONE NO. DESCRIPTION W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC IN LL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTI FINAL 35 HARD COVER REMOVAL = J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS:cc r Lw CL o vrash �- �i led r� 708 cc —0, 3 — 13© c) g,,- ��b j,A) Q Qj f ),c r W -� 's hW5,5_ Goulds RAMP MP z cc ED Um Z) W W *-kkORKSATISFACTORY.PROCEED 17 PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTOTAKEN INSPECTOR WILL RETURN f ' CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call fo in ex I pection 24 hours in advance. 249-4600 Owner/Cont ac sr: Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN P3"16--0 t 91-3'0 INSPECTION NOTICE SCHEDULED —fib PERMIT NO. O 21 7.31 COMPLETED ADDRESS 10 6 5 %m,49*e K D Ri%Ar OWNER C RK#4M CONTR. ✓clke n"11M f 161C. TELEPHONE NO. DESCRIPTION SCPTI� �i N� ~ 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING W 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL = 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc W a J rV,,APjAAV 01 O a cc O cc Q zf p( ?��ai✓�� /�29ut� /'1�8itiv d C ks W cc j 04W ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN 1-1STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call fo a next i p ction 24 hours in advance. 249-4600 Owner/Con act s' e: Inspector. White Copy/Inspector's File Canary Copy/Site Notice p u,oI�am 1 1 sop \ o a6pa a�ou�ixoadd y 9ZI6 \ puod qs \ 9 9 9qs k ON 2d .000 X-- x�x bur#siz3 ,SBL – _� / -- x x6/ 9 x x B� gg � igg6 - -FLL6 =3Y7�7 x x x X x I I � —_ ['LL 0 Poq OSo� o I �asno�U/W4Do8–f Bulls/x3 g_ot d _ Lq ,F / I 66gs I I � ,�uc� d�u uo//ca ! 0'6l 8gs I .o �o Do, quo; Vdo* a2Idas .� uz zedx--kx� �-xo sodoa a;vculxojddy o�!7 � 7 Po d do 1 o Z Idas' lb 1 I "" — 0,09 272GrG al7v �1 dam dw 6unmx+a X18 •fvMs►aNp aupsix3 \\ � ., .S FZ�l �� 0